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3879 Taft Court
/70s_�w 3 Lf - 7 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Oc�cuaancv/TvDe 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 Plumbing Concrete Encased Ground (CEG) Fire Inspection / Fire Protection Dist. Foundation / P.E. Lefler Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Comments Sewer Service 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. Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing 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. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Plumbing Rough Electric Final Mechanical Rough Plumbing/Gas Line Roof Rough Mechanical Final Building Rough Framing 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. 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 — 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 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE J Inspection Type: -j A/, 16 Job Address: > �� 1 T� i C Permit Number: 7 Q / `/ _S O / ❑ No one available for inspection:_ Time AM/PM Re -Inspection required: Yes ' No _) When corrections have been made, call for re-inspyelion at 303-234-5933 Date: r Inspector: / } DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201705901 PERMIT NO: 201705901 ISSUED: 08/10/2017 JOB ADDRESS: 3879 Taft CT EXPIRES: 08/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles - 42 sq *** CONTACTS *** OWNER (303)422-1364 GUNDY RON SUB (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,000.00 FEES Total Valuation 0.00 Use Tax 294.00 Permit Fee 267.70 ** TOTAL ** 561.70 *** COMMENTS *** *** CONDITIONS *** 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201705901 201705901 ISSUED: 08/10/2017 3879 Taft CT EXPIRES: 08/10/2018 Residential Re -roof to install Owens Corning asphalt shingles - 42 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 this permit. I further attesi that I am legally authorized to include all entities named within this document as parties to the work to be performed and th Iall work to be perfo ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CCTOR (Circle one) Date I. This permit was issued bas on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official andmay 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable. de or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. got i% Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 3 3E21V CiG lR4R 36ffCTtW I.ak2 WUE#td dU 9PXL5 p!R(�*g,(3.4s'r4d f2.S ♦ai(a l9jTf x1.A?k�) ktldx3 NNS&4i'N' G}& yhiyFiktt fSiTfY.M4"•t)t 'hf"df .tM•;ra4{ - Tog 1% of roofing contractors TMill f x�y f A, RNA4!"Wo ja my*, a*, 'fes nro, O� Cyt w f .,,swi Co s -i tai f, 1 ._._ TL -a, all xis"Jmj Ta rr i £4.Y+O i`t?42f '? _, SN" C;6' waw Own Ho ��' �i�� �57 1'St '� e^C� Yif17�t�t� Nkta"1 Si>,frtCisa _ j.�t;?i�A +6•��.T4>.7 Yd+Cm'7 ai_;� _ .. . 4�x"ft?4J WRW ���� "�S� ')E��ritt ,$ S,kttiuY7� v{fif x i�d f , {,wg f,k u �w'Yj.S.F e2 S iyl' P��) r f� GF'� rfl ���Fti �. - �+ �.. r t•r#� , #��: #�.i}� C�4P.'t� �S F+?�Y, ltisR��"'� 3.'�xY+t�"` [�*�1��" i'Pe. s-��T�4- i*Y3�S tS¢ LA'?j1f8'k£ 1'§ iS "int _ _ �i,:.:� '„' � W`•:. �4�atx� ey fist " i. i is 1 �5 rp mina PLA'Apm 15AF O' , '" '•jV.�* �"� t,FSt �`H'kf.. r,rx w-�1Ca �-i����+'?' �+, fPf w��•i�` ��'+� Swaf+iui assatrttcf#ciw� � ..f++-.�.L...r+�a,+t`rk,�-� � •-x.a, A �, '��e.� Y_ -.._ .-� . .. ��_... ,rs`'�''"';�?r•t•'�. 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Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Monday, August 7, 2017 12:25 PM To: CommDev Permits 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 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 3879 taft ct ron gundy 3034221364 Field not completed. n)I .�5-61, 70 S n S 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 monarch construction Name Contractor's License 100243 Number (for the City of Wheat Ridge) Contractor Phone 3039811265 Number Contractor Email Address permits@monarchroofs.com Retype Contractor Email permits@monarchroofs.com Address DESCRIPTION OF WORK Are you re-decking the No / roof? Description of Roofing owens corning Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 42 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 42 (pitched + flat) of all i 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 14000 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 lowrie Email not displaying correctly? View it in your browser. 3 3011ON SIHI 3AOkV-g f ION O4 :ao}oadsul L ££6 -b£Z-£o£;e uoi;aadsui-aa aoi Ilea `apew uaaq aney suotjoaaaoo ua4M. 0sPA :paainbaa uoiloadsul-@H �Nd� y � d awl -L :uo1 adsui aol apepna auo ON C lob -SOLS :aaquanN Iivaaad —LD 1� � � :ssaippd qor :ads jL uoi}3adsul 331ION N01103dSNI xeJ 6068-LOz (000) • a0i4o 55e67-500 loop) augj uoi;oadsu� ££6S-ti£Z WE) uoisinia mpedsul Buippq 3Jala IV3,HM :1O AllO �_ �, It i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE /" 11) ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:>/= Inspector: ®O NOT REMOVE THIS NOTICE X, .' City of C d i Wh6atR�qe cn", t ' �_ OMMUNiTy DEvELom, ENT" City of Wheat Ridge Municipal Building 7500 W. 2W� Ave, Wbeat Ridge, Co 80033-8001 P: 303.235.2846 F: 303,235,2857 DATE: September 10, 2015 TO: Accounting Department FROM: Meredith Reckert, Senior Planner "I'll 11, " N I (seven thousand dollars and no cents) being held for landscaping for the following properties located within the Doud Overlook Subdivision (Fireside development). Meredith Reckert f! rV7Tr;"(! I Jill # www-d-wheatridge.co.us City of Wheat Ridge Municipal Building 7500 W, 29'h Ave, Wheat Ridge., CO 80033-8001 P: 301235.2855 F: 303.237,8929 July 24h 2015 Owner/Occupant 3879 Taft Ct. VMY M-7 IVA 744=711=w This 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 documemLwfAw4,w,%q5a&. 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 are available for retrieval for a period of 15 working days (3 weeks) from the date of this letter and 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 744*0,Z� ah*0Z*W 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 am. and 3:30 p,m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. H� Melissa Mackey Senior Pernut Technician 7500 W29th Avenue Wheat Ri 1p Office Phone: 303-235-2853 Fax: 303-234-2857 Nvww.ci.wheg9Ldge.co.u,s ",w.d.whestridop-ra.im rFOROFFICE USE ONLY �p City of e: 2� jge COMMti t t L l' r rt � BuildingInspection 2-0 � p Services Division 7500 W. 29h Ave., Wheat Midge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan Review tee: Inspection Line: 303-234-5933 Building r it Application * Pleas$ complete all higolighted areas on both,sides of this,form. Inoom lste *p 11 tlta►rs reed not be processedK wAl im� 7"kr, T i. w Mailing Address: (if different than property address) Address, rchltectf ncglnee `all: Phone - Contractors #r;one Cont a for Clty l lel e f'hom,, Contractor S-ms'll, Address: 1!!S1'iI14ke--0 iii,Ji Sub ont s tc m Electrical: Plumbing: Mechanical: W.R. City License # W Rl City License # W.R. City License # Other City Licensed Seib: Other City Licensed Sufi: City License # City License Complete all information on BOTH sides of this form egr * of work: (Check all that apply) D NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE Q COMMERCIAL ROOFING COMMERCIAL RCIAL ADDITI IN El RESIDENTIAL ROOFING RESDENT"IAL ADDITION ] WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (garage, sled, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACM NT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT q� FULF Btu's Gallons Amps Squares other From: kimOnewearthgd,com (f Subject: Footing DOM Date: May 1, 2015 at 1123 AM To; rola fieOnewearthgd,com, bryanOnewearthgd,corn Simpson post bracket with I" space 7' expandable bolt imbedded in casson #--*& rost ��� an Footing at vargola 472 13 A M. ,u ! MF.. • it ♦ "# t�.. t 4 1 M a a a a e e � s � a, a� c • � c Building Division Valuation: PREPARED STANDAM) PArtrt(, How'..s PLOT PLAN FOR Ira %4,�N.g V- Xlrfl, Al 11-1 LOT: 13 , BLOCK: -I- , ADDRESS: 3879 TAFT COURT SU§-D-l\-4SION: DOUD OVERLOOK SUBDIVISION FILING NO. 2 — CITY OF WHEAT RIDGE COUNTY OF JEFFERSON STATE OF COLORADO. LOT 7 PROSPECT RIDGE N00*31'12"W 71.00' 10, U /DE C4 uj LOT 12 1 1 OT I A 9,390±S.F. bro i 2 b b � ro 2% X x lb 29 IN Elm PLAN .5061 ELEV-D SSMT-EXP TGS-68.3 FF -69.5 a IN I im z 0 10 20 SCALE: 1"=20' I OD N P ' 3 Z6c" V) ' (d X b x J2 689 6T8, 67 67,1 GARAGE C14 1,2' 112% 1T3' o 2, 9-8, to — -------- I ------- a IN I im z 0 10 20 SCALE: 1"=20' 1 9. �. M O I t From: Kate Field Sent: Monday, May 04, 2015 3:35 PM To: Kira Waggoner Cc: Steve Nguyen,, Russ Higgins Subject: Durnpsters & Screening handout Kira, could we remove the highlighted section below completely or replace with the following:. Ternporar4Perrnits will only be considered if there is NO alternative location on the property (including driveways) to place the PCT/Dumpster Container and the POD/l urnpster does not create ars unsafe condition. Source: www.ci,wheatrid e.co,tt doclrnentnt r vl Kathy Field Administrative Assistant 7690 W29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-286 Fax: 303.236-2861 r" .coaua 11. y of P1111,111fit 1("' WORKS CONFIDENTIALITY NOTICE: This e-mail contains bossiness -confidential information, It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by ail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected, Thank you, I +'-tT D D a ' OC If J090/5 /54/ -21d3lPq /V 51:13 4tV7 1!E NITY Air' au�A�w. rT} iM CT OF LAM L 04 THE $0WHEAST ON94UAF "lift; Cf $ECTION 20 AM "M 1y•e ... " # y"tv. # evAmcy,o PLANNED , rA # L DEVELOPMENT DEVELOPMENT PLAN LOPMENTPLAN IN THERIDGE ,< e a X w. etle # x Y +r x+ v k # # # . S # .S 48 Y • d # 4 EOMMMM RECOR09DINIM 9K 73 AT PAGE T: F L40 $0UTH COWAOUNGL I 18 0 N1 3V M AV 315AXOPMORAWf :. l L, # fix. d K 0tH. Al T +. " ,�Qfp}iPC§. a 1 . Y x 6130 606044000 PLAZA VTf. i1Q. idtB revigiom A A ON "Ls 132M r e +►cr r tr yr t "ll TM4144t, 5*01 - FA*043.0 A'Y°'ON" A„.:0,8Y Y ^ P Lip. 345'. S@. AW t'^''t: WINE'• pN aK WXp PLAN WVST 19-C dF4mpb �fpsMa i s # M art 48 EOMMMM RECOR09DINIM 9K 73 AT PAGE T: L40 $0UTH COWAOUNGL I 18 0 N1 3V M AV 315AXOPMORAWf :. l L, # fix. d K 0tH. Al T +. " ,�Qfp}iPC§. a 1 . Y x 6130 606044000 PLAZA VTf. i1Q. idtB revigiom A A ON "Ls 132M r e +►cr r tr yr t "ll TM4144t, 5*01 - FA*043.0 A'Y°'ON" A„.:0,8Y Y ^ P Lip. 345'. S@. AW t'^''t: WINE'• pN aK WXp PLAN WVST 19-C dF4mpb �fpsMa i s M art City of Escrow/Letter of Cred ]�qrWh6atp'd p cow ��,4 , g Transmieet CommuNny DEwL ttal Sh OPMENT i FIFIRI 1 11 1 11 11 1 11 11 1 111 1 11 1 11111 1 111111111 1 lIIll * f ft MIT-Ho «4 #\: ± « « ugg I jl� 11 111 1 Ili 1111 lI ii i I I I III III MM I 11 ii! I I RN M t 4 Name Date E��, 00= am 11!11�lrljjll Jill 111111111111 llllllli� 1 1 , J 11 IF3 I I ': 111 1 1 1 IN 1 1 1 ,1 11 1 1 lilt== He jr, Inea"Igy-py= its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such wor2 < :«»t >£ w that purpose as may be necessary, provided that the City of Wheat Ridge shall first gi:.:t » ® in writing to the property owner < § » :y« < :4 dos . General Contractor Signature Print Name Business Address / Phone % e Title 'l$t*SLO6?S2" I - 007L9232844 8?6S6L6L2?,,* ° Tyv, gip. P-" .Yn• „',4. ; 4 <' 1 4 ,;; a,A:',lo. ot,a- *t.lu I*&,.+3„4`0,CmNA .a a ., . 4 w a 4 x , R ;A”' 1CQ', `P1K"a`„ UYIKXVGQR`Q'TIM,w. , l t+ ka , i.°T'p w:.. 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C i5 s a � z o "xr TC +,.vS;x $ 5,ay.�,r a ut "e"141,0,111 shown ` ak7s O Z t 6G Piaw, ga CR t tat' x M x49ut5 nag Down kt5arf 3 t "xtr to zct "nvwW,ass,wr"'r,r „5 w a ae ;.s nsw -wt .WCUVV b,Ve '010,15 ,,Yb E, a &dttluate e,5"e3inag'§ to plevem ox d e X pa:a €e% arts* 3x6 MT 20 u wp ss csGtte,w Kt t wS wK,Oauwd 37aa a d a�or x3 a w 5 oef a a x cc a s a t o� x � xw wa "s m Y ass Nis r,*w . , "Un D f ar a TO 0 A ir t zM <," e> ae+ , k, p Mr V AS hat boolae%`�QV*wa f:f a } k 0.a0 d, @ U +n,M`3 & ChK LI ' X 5$.G, S ",r ", le v1 , �M1it y�.3� . 'fie „�'��8 tg s. ^;j 0 M, tswmw efe as e tKAOM cFrcw F la €"O ary Wrier r "'W"°a5K °K. August 6,20 1 Cc,.,t,muf,d Gr" page 7 City #\\ heat Ridge Memorandum FROM: Melissa Mackey, Building Divon Please refund: Contractors License$ ( TO: Standard Pacific Homes 7800 E. Dorado PI., Suite #220 Greenwood Village, CO 80111 I A I FOR OFFICE USE ONLY Y A k 3879 Taft Court, Block 1, Lot 13 Standard •�« M : +• • • « a Address, 7800 E. Dor Pl ace, Suite 220 City, State, Zie, Centennial C olorado kfi��� Woodley Architectural Group / Felten Group Jacob, Morgan@FeltengrouE.com gho##L��dley (303) 6817231 Contra Same as Above ! « Mv s * r w • • o w s . ffm Complete all information on BOTH sides of this form Plan 5051 D Elevation Expanded Basement Covered Patio Basement Bath Rough -in Nose Bib Shower ILO Tub Bath 2 Optional Interior Moor at Master Bath Gas Line to Range /Cooktop Gas Line to Patio Sy. FULF Btu's Gallons Amps Squares Other (11"V't' EW(.7ONT RA:C"1 OR SIGNATITRE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applications are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to aabide by all conditions printed on this application and that I assume hall responsibility for compliance with applicable. City of Wheat Ridge codes and ordinances for Gvork under any permit issued based on this application; that I am the legal owner or have been authorised by the legal owner of the property to perform the described work and am also authorized by the legal owner ofanyr entity included on this application to list that entity on this application. luil ding Div t A nne McHugh luil ding Div t 1, s Drainage: a. Drainage Letter & Plan required No b. Site drainage/ grading plan have been reviewed and are -ZOK 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 — No Completed C. sidewalk: — Yes — No Completed d. Other (specify). — Yes No - "ompleted For items not constructed, the amount of funds taken in lieu of construction: 3, Does all existing roadway/alley R.O.W. meet the s tandards of the City. Yes No If not, what, is required? . ( If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Pernut Application, subject to the stated requirements and/or attached stipulations. Signature �Dav F� // 41 id F. Brossman, P .L.S. fate S. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve. this Permit Application for the stated reason(s): Signature David F. Bross man, P.L.S. Date 6. v-'� Stipulations 7, A _kl A Drainage Certification Letter accompanied by y 4a. from the Engmeer-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 06/20 3 City of _�,�'Wh6atRj�qgc P JLJ 8 LIC WORKS City of Wheat Ridge Municipal Building 7500 W 29' Ave. Wheat Ridge, Co 80033-8001 P: 301235.2861 F: 301235.2857 PUBLIC WORKS DEVELOPMENT REVIEW Date: 06 11evelogment Re Lrog11gM& — (Required of all projects for document processing) 319= Comwercial2jWg fees. S S- 1 Each Application - will be reviewed by staff once and retumed for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested bi staff. furtber -iwiwmzwM fro ollowing Resuffim Fees: * Resubmittal Fees. 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-(J.wheatridge.co.us ' City of Wheat Ridge Municipal Building 7500 W. 20 Ave. Wheat midge, CO 80033-8001 301235.2861 F: 303.235.2 57 ATE s ADS CC: File wIwwxi.wheatridge.co.0 VITIMMETUMMEM1101 "I'll: " # Setbacks: Required Provided Front 20 ft - -6 Interior Side loft Side on street/open space Interior Rear Perimeter Rear 20 ft Is the structure within 2 feet of minimum setbacks? --Y!L-5 (If yes, add surveying condition FND.) GENERAL INFORMATION Schedule: 461171 Parcel ID: 39-204-01-088 ELtU.911a Status: Active Property Type. Agricultural 11 1 1 W*T-T-rI'IwIr, rl,? Alai I M-. 1 1 M OM -.1 0 #1 Ta I V m on 0 *1 1 * =W0 PROPERTY DESCRIPTION Subdivision Name: 210700 - 1 TIM ISM.M.M. P10F. WM #o-, 11 ;� �'3 ILI 4117 01 \d « \ \\ / \ 2 \ ».£. ,F ■ :x *. Project . Address: «w »<2 , .ait#. © `,n © Contractor. w <v » PACI F7 < y «< { Mechanical Contractor . ] 2 1=1 \ :#a\ 2 , °' ? fined Xf! -t +/z *This application, «! »be signed c ® + » ®5 :£« actor confirming the zz#, .. . .. . . .. A { Mechanical Contractor . ] 2 1=1 \ :#a\ 2 , °' ? fined Xf! -t +/z *This application, «! »be signed c ® + » ®5 :£« actor confirming the zz#, Proof of Submission for Permitting/Plan Reviel A copy of this fortn Inust be completed by each agency indicated on the Pen 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 cOmPI(ftd Proof of Submission form from a required -agency will riot be Iccepted or processed. Project Address: 6 38111 Avenue, wheat Ridge, CotgradQ Narne of FirmAndividual submitting d ocuments .: K!(,ran Hardesty, Standard Patijflo of Colorado, Inc. I - 1111 I'll I . ; 1111111111 41414, I-&- A Signature of rirm Representative or Individual, �11 1190111 W" 1111011M "W" 1, Kim Dablin , am a duty authorized representative of the agency indicated below and do, by �Wy - Signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. I Iti,n ature: s Mh 2014. 0 1 , for which a oonI6 has been awarded, C 0 truction to begin arc ate' (Agency Representative) City of CUV 01" WIMATRIDGE BUILDING AND INISPECION SFRVICTS DIVISION 7500 W 2901 Ave What Ridge, CO 80033-001 p, 303.2351835.f 303.217J9920 the qject type and be attached to the Building Pernift Application at the I tim6 of subroission. Applications presented for submission without a completed Proof of Submission form from ; a require, agency will not be accepted or processed. Date. NLve�rber 26,2013 Project Address: . 1 1886 WeM 38th Avenue, Wheat Ridge, Cobrado t to District Wheat Ridge San n o Clear Creek Sanitation District o Fruitdale Sanitation District West'ridge Sanitation District o Other MEN= Signature: 11 ataol mIji Date: 7 " 7 (Agency Representative) City of ]P"'Wh6atRidge 0TYor WHPATRIDGE BUILDING AND INSPECTION SERVICES DINq$10N 7500 W 29th Ave Wheat Ridge, CO 80033-800 0,217.8929 11 IRTARMIMMIM Narne of FirmAndividul ting documents: Weran Hardesty, Stand4p oh�of Colorado, Inc, Va Project Type/Description, Construction of 48 Now SinglQ Family Rqq "60 _�40'6' ' '§'i tblaffie Doud 0vadqqJkA5,q4d1v1sfqn- MMMEMMM wam= o Wheat Ridge Sanitation District * Clear Creek Sanitation District * Frultdale Sanitation District Westridge Sanitation District • Other i W or= I the International Residential Code, xv-'Mg arn a duty authorized representative of the agency by acknowledge receipt of documents necessary 46`6elow, here Indicated above. r� I I • IF - � M 2180 South Ivanhoo Stne�et, Suit*-- 5 04anvor, Colorado 80222 10 303-769-8100 Fax 303-756-2920 De l 0 wwwagwassenaar.com �� M OWO W14M 0 INTL &TJ I I « « � my I � MM M= As requested, we have performed a soil and foundation study at the subject site, The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed residence, This letter presents a summary of our findings and recommendations. - . « ^ 1 «« « a I - W - 0 FmOM011AR01 11101toyman 0' to 3' Fill, sand, medium dense, silty, slightly clayey, slightly gravelly, moist, mottled brown 3' to 6' Sand, medium dense to dense, silty, slightly clayey, moist, brown to rust brown Depth to water 12 feet at the time of drilling Caved at 12 feet 3 days after drilling Standard Pacific of Colorado, Inc. Project Number 135274 January 31, 2014 Page 2 Standard Pacific of Colorado, Inc. Project Number 135274 January 31, 2014 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. An alternative to the use of an engineered floor system, such as soil modification to reduce the risk assessment, may also be considered. In addition, an engineered interior floor system is recommended for all finished areas or any other areas where floor movements cannot be tolerated, NO 2. Slab bearing partitions should • 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 • slab heave. In the event • slab heave, the movement should not be transmitted directly through the partitions to the remainder of the residence. 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. 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. Standard Pacific of Colorado, Inc, Project Number 135274 January 31, 2014 Page 4 The crawl space ground surface should be sloped to the perimeter drain system. Trenching or 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. 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. 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 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. carefully planned and maintained surface drainage, The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: Standard Pacific of Colorado, Inc. Project Number 135274 January 31, 2014 Page 5 U10110TO I . - 0 MUM 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. Ma- 4 If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding • 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. it 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. 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 i services in the same locality, at the same time, at the same site and under the same or similar Standard Pacific of Colorado, Inc, Project Number 135274 January 31, 2014 Page 6 6*14111011ple-Al L. Taylor, J .-R E. President /// -: � `I/ / /// - � I �-- //// , �' 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 \ FTG 1 INT-SSG MTF JULY 2010 • ! •� Geotechnical and Environmental Consultants FOOTING FOUNDATION TYPICAL INTERIOR DRAIN DETAIL AIR DEUVERY ( BOTTOM eti R y.. ^t Y53 •M M. aM�" .t iQ a tf -.t aR!# 14 t#tk ��1 Si i tit { • a'e"I"' w• .. :' " txgF'k t"!h '4 "P b`iC! t "tYI *' i�� .1; !`d~A� ■ 1 ■t ."' i �t'?f ° t' Il1� + FIR 4.4 �tyk"t AIR DEUVERY ( BOTTOM eti R y.. C2 )' tF i C2 )' tt # t t t a i , C2 )' PER DA COIL MTIC PR ESS U R E DROP a a+ AND R REFRIGE 0 � Sensible Heat Gain = 23111 BTUs AC Delivers 25390 BTUs 23111/25390 =.910 or 9% over m C- � lS to S z e C- d0a= SR-330,7",73 CFM,Reg10x4— MUMIMMMM Yl Low energy consumption criteria, Building design equip1ment locations, and local building code requirements may hinder customer comfort preferences. Confinous blower operation may be required to equalize temperature differences, BASEMENT ST A #kNDARD PACIFIC HOMES FIRESIDE AT APPLEWOOD PLAN 5061 WORST CASE SCENARIO PAGE SIZE: I I X1 7" SCALE: 1/8 "- IV + Drawn: Approved: North Date: Job Number: SA-120,7`,68 CFUReq;j0x4 SR-100,r',68 CFM,R".IOX4 SR- 14Q,7" 54 CFMReg-,lOx4 SR-130,r,54 CF6tReq10x4 SR-110,7"',$8CFMRag10-Q� SR-I$D,r,66CFMReg.lOx4S o ter Sat. m MINIMUM m 612sm mam wimamm STANDARD PACIFIC HOMES MAIN FLOOR FIRESIDE AT APPLEWOOD PLAN 5061 WORST CASE SCENARIO TFMGrMUWAP,ETKWGjM mr*m swo'.111S TMT %Ian FX0UlR0FR04UMS0nWAW MMALJ AND MAY USE OMON ROOMSID MAKE UPSUITLYAW CFM THAT JSMU1RE) ASS 0W'N0NRWRnANS, 0 7,, �pl Tliff- 70 -- tow,1419',= CFMGri0e14X14 LOUndy SR- 300,4 ",14C ,1109;90x4 rNninglOpt Study 2_ _§R-290,4",17 CFM,Re9:lCx4 ::�Wd Room SR-210,5",45 CFM,Reqz10x4 ath 3 PIR It study has door, Install ``transfer over urine doorway — SR-27%4",17 CnfRog10x4 m 612sm mam wimamm STANDARD PACIFIC HOMES MAIN FLOOR FIRESIDE AT APPLEWOOD PLAN 5061 WORST CASE SCENARIO TFMGrMUWAP,ETKWGjM mr*m swo'.111S TMT %Ian FX0UlR0FR04UMS0nWAW MMALJ AND MAY USE OMON ROOMSID MAKE UPSUITLYAW CFM THAT JSMU1RE) ASS 0W'N0NRWRnANS, 0 7,, �pl Project Report rroject t we: tans aro raCITIC t-iresiae man Dutil Designed By: Bob Guenther Project Date: Monday, January 27, 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 X-102 Company E-Mail Address: bob@smithandwillis.com mtivac is an AUUA approvea alanual J ancl manuacs computer program. Calculations are performed p Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Ve-sure t#_seIeQt a-ur4t*vt Wthe ma-nufactur,- data at your design conditions. Tuesday, January 2 8, 2014, 9:58 AM Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01 000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /1 0 ft. n50 ft /min 450 ft. /min Height: Minimum Height: Maximum 00 ' ft. /min 750 ft./ml 0 in. 0 in. 0 in. 0 in. -- C-70-� Y ! ... \Fireside flan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Winter S rnm r Infiltration Specified: Oa250 AC /hr 0.250 AC /hr 113 CFM 113 CFM Infiltration Actual: 3.318 AC /hr 3,316 AC/hr Above trade Volume: X 27 204 Cu.ft. X 27 204 Cu.ft. 8,61 Cu.ft. /hr ' 8,610 Cu`.ft. /hr X 0,0167 X 0.0167 Total Building Infiltration: ; 143 CFM 143 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 14.39 = (1.18 X 8.817 X 16.88 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.70 ;= (0.88 X 8.817 X -39.04 gains Difference) Infiltration & Ventilation Sensible loss Multiplier: 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) -- C-70-� Y ! ... \Fireside flan 5061.rhv Tuesday, January 28, 2014, 9:58 AM .�Pr'G i�' q R 1 , Net ft. en La 4et Son ' Sys 4 tt 'y k3 Sys Act s cope o /To Area 0ain aln Clain t e�ss j25xI Buld 1.93 2,862 ;5,007 23,111 -2,114 23,111; 51,790 993 1,000 1, y tem 1 ; 1.93 2,862 5,007 23,111 -2,114 23,111 51,790 993 , 1, Humiddication 2,151, Zone 1 5,007 23,111 -2,114 23,111 49,639 99 ffl� 1,000 10x1 1 - Rec Rm 1,198 1,145 -136 1,145 7,288 t 50 146 7, 2 -BR 4 240 709 -53 , 709 2,23! �� �� 1 45 7 3 -Bath 4 59 15 -10 15 450 1 '`. , 1 9 4 4- Mechttlnf Stor 1,010 189 -138 189 6,647 8 133 7, 5- Master Bedroom 311 3,719 -134 3,719 4,461 161 7,7, 6- Master Bath 235 933 -188 933 2,20Q� It a a 40 44 7 7-WIC 121 595 -261 595< 2,3150W 26 46 6 8 -Great Room 430 4,689 - 308 4,689 6,148' 123 .�.'4.ah� � 203 7,7, 9- Laundry 67 207 -71 207 690 ;; 9 14 4 10 -Mud Room 134 366 -29 366 833, 16 17 4 11 -Bath 3 44 205 -88 205 787,` t 9 16 4 12 -PR 34 45 0 45 62 1 t t z `, � 2 Not MDD. 13 -BED Copt Study 197 1,871 -142 , 1,871 3,438 6 � � 81 6, 14 -Entry 111 767 -45 767 921 18;' ,t , 33 5 15-BR 2 164 1753 -99 1,753 3,030 76 6, 16 -Bath 2 67 311 -76 311 867',? 13 17 4 17- C}rnntt7pt Study 2 174 1,030 86 1,146 1,737 4 5 18 Kitchen/Nool 411 4,561 - 420 4,561 5,526 11Il 197 7,7, 'urn of room airflows maybe greater than system airflow because stern rcaom airflow o tlon uses the rester a�f heath or coolie , Y.l .: \Fireside Plan 5061.rhv Tuesday, January 28, 201 4,9:58 AM -Duct Name: SIT -100, Feeds Into: Mech/ Unf Stor, Fitting* 1-01, Effective Length: 128.5 Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 82.7 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 0.240 0.560 Trunk 0,0003 16.9 415 0.000 Up: SMT-100 55 25 0V7 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 Presize 134 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, 2-1, Effective Length: 53.7 80.9 Runout 0.0003 7 254 0,000 Up: ST -130 55 5.4 0.017 0.009 Rnd 03 7.7 53.3 0.009 Presize 68 0.6 0.245 0.555 --Duct Name: SR -'110, Supplies: Great Room, Fittings: 4-G, 2-1, 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 Oboo 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, 2-1, 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 123 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 152 241 0.000 Up: ST -150 55 20 0.007 0.000 Rect 0.8 10 0.0 0.000 Presize 334 4.2 0.254 0.546 YA ... \Fireside Plan 5061.rhv Tuesday, January28, 2014, 9:58 AM -Duct Name: SR -130, Supplies: Master Bedroom, Fittings: 4 -G, 2 -1, 8-A2,8-A2, Effective Length: 110.5 Runout Trunk 0.0003 15.2 Runout 0.0003 7 202 0.004, Up: ST -160 55 5.4 0.012 0,009 Rnd 39,5 7.7 80.0 0,51:3 Presize 54 55,9 0,242 0.558 -- -Duct Name: ST-150, Feeds Into: Rec ire, Effective Length: 0.8 0.0003 7 Trunk 0.0003 152 289 0.000 Up: ST -160 55 20 0.010 0,000 Rest 0.8 10 0.0 0.000 Presize 402 4.2 0.254 0.545 - -Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 4 -G, 2-1,8-A2, 8 -A2, Effective Length: , 122,5 Runout 0.0003 7 202 0,005 Ups 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 Runout 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 Larne: SR -150, Supplies: Master Bedroom, Fittings: 4 -G, 2 -1, Effective Length: 99.7 Runout 0.0003 7 202 0.004 Up: ST -280 55 5.4 0.012 0.003 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 Runout Trunk 0.0003 152 390 0.000 Up: ST-280 55 20 0.017 0.000 Rect 0 «8 10 0.0 0.000 Presize 541 42 0,255 0.545 -- -Duct Marne: SR -160, Supplies: Master Bath, Fittings: 4 -G, 2 -1, 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 :0 .;, \Fireside Flan 5061 arhv Tuesday, January 28, 2014, 9:58 AM --Duct Name: ST-180, Feeds Into. Rec Rm, Effective Length: 1.7 Trunk 0.0003 15.2 446 0.000 Up: ST-260 55 20 0.021 0.000 Rect 11 10 0.0 0.000 Presize 620 83 0.255 0.545 --Duct Name: SR-170, Supplies: WIC, Fittings: 4-G, 2-1, 8-A2,8-A2, Effective Length: 112.6 Runout 0.0003 6 234 0.007 Up: ST-250 128 43 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 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 686 107 0.257 0.543 - __D Name: SR-180, Supplies: Kitchen/Nook, Fittings: 4-G, 2-1,8-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 6,241 0.559 --- Duct Name: SR-1 90, Supplies: KitchenlNook, Fittings: 4-G, 2-1, 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, 2-1, Effective Length: 75.6 Runout 0.0003 7 247 0.003 Up: ST-140 55 5.4 0.017 0.010 Rnd 15.3 77 60.3 0.012 Presize 66 28.1 0.242 0,558 -- -Duct Name: SR-210, Supplies: Dining/Opt Study 2, Fittings: 4-G, 2-1, 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 Star, 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 -A Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 Al -- -Duct Name: SR-220, Supplies: Entry, Fittings: 4 -H, 2 -1, Effective Length: 29.9 Runout 0.0003 5 242 0.001 Up: ST-210 55 3.9 0.024 0.001 Find 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, 2-1,8-A2, 8 -A2, Effective Length: 74.8 Runout 3.3333 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 3.553 -Duct Name: ST -210, Feeds Into: Mech/ Unf Star, 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 5.257 0.543' -- -Duct Name: SR -240, Supplies: BR 2, Fittings: 4 -G, 2 -1 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 27.3 6.6 60.7 0.012 Presize 38 431 0.246 0.554 - -Duct Name: ST -220, Feeds Into: ech/ Unf Star 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 /Opt Study, Fittings: 4-G, 2-1,8-A2,8-A2, Effective Length: 70.7 Runout 0.0003 6 204 0.002 Up: ST-220 55 4.7 0.014 0.008 Find 14.9 6.6 55.8 0.010 Presize 40 23.4 0.247 0.553 --Duct Name: SR -260, Supplies: BR 310pt Study, Fittings: 4 -G, 2 -1, 8 -A2, 8 -A►2, Effective Length: 85.5 Runout 0.0003 6 204 0.003 Up: ST -290 55 4.7 0.014 0.009 Find 24.0 6.6 61,5 0.012 Pre 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 0.00; Rnd 10.3 4.4 35.4 0.009 Presize 17 10.8 0.248 0.552 Y:t ...Wires de Plan 5061.rhv Tuesday, January 28,2014, 9:58 A --Duct Name: ST-230, Feeds Into: Mech/ Unf Star, Effective Length: 1.8 Trunk 0.0003 12.9 286 0.000 Up: ST-240 128 14 0.010 0.000 Rect 1.8 10 0.0 0.000 Presize 278 7.3 0.257 0.543 --Duct Name: SR-280, Supplies: Both 3, Fittings: 4-G, 2-1, Effective Length: 48.3 Runout 0.0003 4 183 0.002 Up: ST-200 128 3.1 0V8 0.006 Rnd 13.5 4.4 34.8 0.009 Presize 16 14.1 0.249 0.551 --Duct Name: ST-240, Feeds Into: Mech/ Unf Stor, Effective Length: 2.3 Trunk 0.0003 12.9 303 OZO Up: ST-200 128 14 0.011 0.000 Rect 23 10 0.0 0.000 Presize 295 9.3 0.258 0.542 --Duct Name SR-290, Supplies: Mud Room, Fittings: 4-H, 2-1, Effective Length: 36.6 Runout 0.0003 4 195 0,002 Up: ST -120 128 3.1 0.020 0.006 Rnd 8.8 4.4 29.8 0,008 Presize 17 9.3 0.251 0.549 -- -Duct Name: SR-300, Supplies: Laundry, Fittings: 4-H, 2-1, Effective Length: 36.0 Runout 0.0003 4 160 0.001 Up: ST -110 128 3.1 0.014 0.004 Rnd 9.5 4.4 26,5 0.005 Presize 14 9.9 0.253 0.547 --Duct Name: ST-250, Feeds Into: Rec Rm, Effective Length: 9.8 Trunk 0.0003 16.9 410 0.002 Up: ST -110 55 25 0.017 0.000 Rect 9.8 10 0.0 0.002 Presize 712 57.4 0.257 0.543 -- -Duct Name. SR-310, Supplies: Bath 4, Fittings: 4-G, 2-1, Effective Length: 34.3 Runout 0.0003 4 103 0.001 Up: ST-270 128 3.1 0.007 0.002 Rnd 102 4.4 24.1 0.002 Presize 9 10.6 0.254 Ow546 --Duct Name: SR-320, Supplies: OR 4, Fittings: 4-G, 2-1, 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: S1 -330, Supplies: Rec Rm, Fittings- 4-G, 2-1, Effective Length: 101.9 Length: 117.6 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 0.25• 0.544 -- -Duct Name: SR-340, Supplies: Rec Rm, Fittings: 4•G, 2-1, 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 Trunk 0.0003 15.2 428 0.000 Up: ST-1 80 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: Mechl tint Stor, Fittings: 4-G, 2-1, Effective Length: 98.4 Runout 0.0003 7 247 0.003 Up: ST-230 128 5.4 0.015 0.011 Rnd 21.7 7.7 767 0.015 Presize 66 39.7 0.243 0.5 --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: Tech/ Lint Stor, Fittings: 4-G, 2-1, Effective Length: 102.2 Runout 0.0003 7 247 0.004 Up: ST-230 128 5.4 0.015 0.011 Rnd 25.5 7.7 767 0.015 Presize 66 46.7 0.242 0,558 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28 , 2014, 9:5_ 8 AM Rumber of active trunks* Number +w , 20; 27 Total runout outlet airflow: 1,284' Main trunk airflow: 1,001 Largest trunk diameter; 10.9 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: 0379' Supply fan static pressure available: 0.421'' Runout maximum cumulative static pressure loss: 0.668 SR -210 Return lass 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.): 6662 high, Low to SR -210 Design overall friction rate per 100 ft.: 0.072 (Available SP x 100 f TEL) Y Plan 5061.rhv Tuesday, January 28, 2014, 9 , 58 AM - --Duct Name: R AT -100, Feeds From: Mecht Unf Star, Fittings: 5 -Hl S -N, Effective Length: 215.1 Trunk, 0.0003 18.6 616 0.000 0.016 Up: Fan 75 25 0.029 0.062 -0.058 Rect 0.4 12 214.7 6.652 454 Press e 1,284 2.6 -0.060 0.122 0.0 --Duct Name: RT -110, Feeds From: Mech/ Unf Star, Effective Length: 6.0 -0.055 ' 0.117 -- -Duct Name: RT -160, Feeds From: Mech/ Unf Star, Effective Length: 1.5 Trunk 0.0003 18.6 616 0.002 Up: RT -180 75 14 Up: RMT -100 75 25 0.029 0.000 Presize 350 6 Rect 6.0 12 0.0 0.002 Trunk 0.0003 18.6 Presie 1,284 37 -0.058 0.121 Rect 1.8 12 -- -Duct Name. RT -120, Feeds From: Rec Rm, Effective Length: 20..5 0.000 Presie 602 11.3 -0.058 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 Presie 252 61.5 -0.047 0.110 --Duct Name: High, Low, Returns From: great Room, Fittings: 6-B, 6 -F, 6- tom, Effective Length: the 135.6 Runout 0.0003 9.8 454 0.000 U: RT -120 75 10 0.035 0.047" Rect ' 02 8 135.6 0.047 Presie 252 0.5 0.000 0.047 -- -Duct Name: RT °140, Feeds Frain: 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 Preste 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 Presie 252 28.5 -0.055 ' 0.117 -- -Duct Name: RT -160, Feeds From: Mech/ Unf Star, 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 Star, 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 Presie 602 11.3 -0.058 0 Y*\ .. Tireside Plan 506lrhv Tuesday, January 28, 2014 9 AM _ --Duct Name: High, Re Runout Up: RT -140 Ret Presize 0.0303 7 0.3 350 IVY i' I , 12.9 360 0.010 14 0.016 0,000 10 0.0 0.000' 1.3 `0.058 0.000 --- Duct Name: Low, Returns From. Great Room, Effective Length: 0.3 b Runout O.0003 12.9 360 0.000' Up: RT -160 75 14 0.016 0.000' Rect 03 10 0.0 0.000 Rreslze 350 13 -0.058 0.000' -- -Duct Name; Low, Returns From. Rec Rm, Fittings: 6 -C, -G, 8-A2, 8 -A2, Effective Length: 79.1 Runout 0.0003 10 609 0.002 Up. T -110 75 7.8 0.051 0,039 Rnd 33 10.9 75.€3 0.041 Rreslze 332 8. -0.018 0.041 Number of active trunks: b Number of active runouts: 4 Total runout outlet airflow: 1,284 Main trunk airflow: 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 ( fQ. 391.2 High, Low Y.\ ...Wireside flan 5061.rhv Tuesday, ,January 28, 2014, 9.58 AM Y:\...\Fireside Plan 5061.rhv Tuesday, January 28 , 2014, 9:58 AM --- ------ - 111 Ili I'I A MIMI 1:1111111 11 1 WIN 1111 1 1 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 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 A Excursion: 0 0 Total Building Load Totals: 51,790 -2,114 23,111 20,997 • Total Building St pply CFM: 1,000 CFM Per Square ft.: 0200 Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862 Volume (W) 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) • Rhv c 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, 201 4, 9:58 AM a r System Type: Standard Air Conditioner Outdoor Model: CA13NA030* * * *(A R) Indoor Model: CNPV *3617A * *+T R Tradenme: 13 SEER PURtN AC Outdoor Manufacturer: CARRIER AIR CONDITIONING ANRI Reference No..: 45417 Nominal Capacity: 27400 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: 58 C R180S17 - -18 Tradenamc: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 75000 Efficiency: 93:1 APU Y :t ... Wir side Plan 5881.rhv Tuesday, January 28, 2014, 9:58 AM wwwrow�vu;1m awwomainzarm 107 Calculation Mode: Htg. & cIg. 0.047 Occurrences: I 0.0 Room Length: 1,197.6 ft. System Number: I Room Width: 1.0 ft. Zone Number: I 86.4 Area: 1,198.0 sq.ft. Supply Air: 146 CFM Ceiling Height: 1 02 ft. Supply Air Changes: 0.7 AC/hr Volume: 12,176.0 cuft Req. Vent. Gig: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM 0.047 3.6 122 Percent of Supply.: 0 % S - Wall- 1 5B15 -Ow -9 9.2 X 1 02 93.3 0.047 Actual Summer Vent.: 0 CFM 0 6 E - Wall - 15815 -0w- 9.3 X 10.2 Percent of Supply: 0 % 340 0.1 0 Actual Winter Infil.: 6 CFM 0.047 3.6 455 Actual Summer Infil.: 6 CFM W - Wall- 1 5B 1 5 -Ow -9 18.5 X 172.1 0.047 3.4 577 0.0 0 4 10.2 N -Wall-151315-0w-9 8.5 X 10.2 86.4 0.047 3.6 310 0.1 0 6 W - Wall - 15815 -Ow -9 17.2 X 174.6 0.047 3.6 626 0.1 0 12 10.2 E - Wall - 1 58 1 5 -Ow -9 3.3 X 10.2 34.1 0.047 3.6 122 0.1 0 2 S - Wall- 1 5B15 -Ow -9 9.2 X 1 02 93.3 0.047 16 334 0.1 0 6 E - Wall - 15815 -0w- 9.3 X 10.2 94.8 0.047 3.6 340 0.1 0 7 N -Wall-151315-0w-9 12.5 X 10,2 127.1 0.047 3.6 455 0.1 0 9 E -Wall-151315-0w-9 10.8 X 10.2 1101 0.047 3.6 395 0.1 0 8 S -Wall-I 5131 5-Ow-9 41 X 10.2 401 0.047 15 1,397 0.0 0 20 W -GIs-Atrium shgc-0.33 O%S 16 0.310 21.4 342 36.2 0 579 S -GIs-Atrium shg'C-0.33 O%S 16 0..310 21.4 342 18.1 0 290 Floor-21A-32 1 X 1197.6 1197.6 0.020 1.4 _1,653 00 0 0 Subtotals for Structure: 6,893 0 943 Infil.: Win.: 6.4, Sum.: 6.4 159 2.483 395 0.578 -138 92 AED Excursion: 110 Room Totals: 7 -138 1,145 Y:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Htg. & c1g. 114,5 Occurrences: 1 404 240,5 ft. System Number: I 36.2 1.0 ft. on Number: 1 644 240.0 sq.ft. Supply Air: 45 CFM 10.2 ft. Supply Air Changes: 1.1 AC/hr 2,445.0 cu.ft. Re q. Vent. Clg: 0 CFM I 240.5 Actual Winter Vent.: 0 CFM Subtotals for Structure: Percent of Supply.: 0 % Infil.: Win.: 2. 4, Sum.: 2.4 61 Actual Summer Vent.: 0 CFM AEC} Excursion: Percent of Supply: 0 % Room Totals: Actual Winter Infil.: 2 CFM Actual Summer Infil.: 2 CFM W -Wall-15BI5-Ow-8 12.8 X 114,5 0.047 3.5 404 10.2 0.1 0 6 36.2 N'- Wall- 15B15 -O- 17.7 X 102 179.7 0.047 3.6 644 W -Wall-I 5B1 5-Ow-9 1.5 X 10.2 153 0.047 3.6 55 S -Wall-I 5BI 5-Ow-9 8.5 X 10.2 86.4 0.047 3.6 310 W -GIs-Atrium shgc-0.33 O%S 16 0.310 21.4 342 Floor-21A-32 I X 240.5 240.5 U20 1.4 332 Subtotals for Structure: 2,087 Infil.: Win.: 2. 4, Sum.: 2.4 61 2.485 152 AEC} Excursion: Room Totals: 2,239 U.1 u f 0.1 0 13 0.1 0 1 0.1 0 6 36.2 0 579 0.0 _ 0 0 606 0.572 -53 35 68 -53 709 Y.\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM J. dt c1 g. 59.1 0.020 1.4 �82 0.0 uccurrences= 1 Subtotals for Structure: 6.3 f. System dumber; 1 11 2.459 28 8.615 9 .3 ft. Zone Number: 1 59.0 sgJt. Supply Air: 9 CFM 102 ft. Supply Air .range': 0.9 AC/hr 600.0 cuft Req. Vent. Clg: 0 CFM 1 Actual Winter Vent.; 0 CFM Percent of Supply.: 0 °dam Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 0 CFM Actual Summer 1nf11.: 0 CFM Floor-21A-32 1 X � 59.1 59.1 0.020 1.4 �82 0.0 0 0 Subtotals for Structure: 422 0 7 lnfll.: Win.: 0.5, Sum.: 0.5 11 2.459 28 8.615 -1 7 Ali Excursion: _._.�.m_. ..w_.,...._ 1 Room Totals: i 450 - 10 15 `!':1 ..\Fireside Plan 5061.rhu Tuesday, January 28, 2014, 9.58 AM Calculation Mode: Ht g. & c1g. 0.051 Occurrences: 1 0.1 < Room Length: 1,010.3 ft. System Number: I Room Width: 1.0 ft. Zone Number: I 123.8 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. Cig: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % E -Wall-Basement RI 1-9 5.2 X 52.6 0.051 Actual Summer Vent.: 0 CFM 0 3 10.2 Percent of Supply: 0 % Actual Winter Infil.: 6 CFM 0.051 3.7 440 Actual Summer Infil.: 6 CFM N -Wall-Basement R11-942.3 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 R 11-9 121 X 128.9 0.051 3.7 472 0.1 0 8 10.2 E -Wall-Basement RI 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 1203 0.051 3.7 440 0.1 0 7 10.2 E -Wall-Basement R11 -9 2.8 X 28.8 0,051 17 105 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- 9.5 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 -WaI17Basement R11 -9 3.2 X 32.2 0.051 3.7 118 0"1 0 2 102 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 10103 10103 0.020 1.4 u 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 Excursion: M Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9 AM s° Plan 5 06 1 Tuesday, January 28, 2014, 9:58 AM • - s' ' •iw � s- 1 MAIN u ► ". • a Subtot *t.: 954 # A - Excu : R T o t a l s: • s° Plan 5 06 1 Tuesday, January 28, 2014, 9:58 AM Calculation Mode: Htg. & c1g. 0.065 {occurrences: I 0.7 Room Length: 235.1 ft. System Number: I 4.5 Room Width: 1.0 ft. Zone Number: I 117.2 Area: 235.0 sq.ft, Supply Air: 44 CFM Ceiling Height: 9.1 % Supply Air Changes* 1.2 AC/hr Volume: 2,136.0 cuft. Req. Vent. Cig: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM 1,663 Percent of Supply.: 0 % Infil.: Win.: 8.7, Sum.: 8.7 216 Actual Summer Vent.: 0 CFM -188 125 At=r'l Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 9 CFM 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- 14.7 X 9.1 117.2 0,065 4.5 526 0.7 0 86 S -GIs-Atrium shgc-0.33 O%S 16 0,310 21.4 342 18.1 0 290 UP-Ceii-I 6B-38 235* 1 X 1 235.1 0.026 1.8 422 1.2 281 Subtotals for Structure: 1,663 0 718 Infil.: Win.: 8.7, Sum.: 8.7 216 2.482 537 0.578 -188 125 At=r'l 90 Room Totals: 2,200 -188 933 Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM N - Vat1° i zt - w 11 -P x 9. 1 1U1.4 U. bb 4.b 45b U. I Room Length: 10.8 ft. System Number: 1 4,5 Room Width: 11.2 ft. Zone Number: 1 101.4 Area: 121.0 sq.ft. Supply Air: 46 CF/ 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. 0 Actual Winter Vent.: 0 CFM 2.480 747 Percent of Supply.: 0 °f A D Excursion: Actual Summer Vent.: 0 CFM 5 Percent of Supply; 0 % Actual Winter lnfil.. 12 CF Actual Summer lnfil.: 12 CFM N - Vat1° i zt - w 11 -P x 9. 1 1U1.4 U. bb 4.b 45b U. I u I F -Wall-1 2F-Osw 10.8 X 9.1 98.3 0.065 4,5 441 0.7 0 72 S - Wall- 12F -0sw 11.2 X 9.1 101.4 9,065 4.5 455 0.7 0 74 1P -Ceil %1613 -38121 X 1 121 0.026 1.8 217 1.2 0 145= Subtotals for Structure: 1,560 0 265 lnfil : Win.:. 12.0, Sum,: 12.0 001 2.480 747 0.574 ` -261 173 A D Excursion: 5 Room Totals: 2,315 -261 595 93 Y".\ .:.\Fireside Plea 5061.rhv Tuesday, ,January 28, 2014, 9.58 AM Calculation Mode: Ht g, & cIg. 0.065 Occurrences: 1 ud Room Length: 429.5 ft. System Number: I 4.5 Room Width: 1.0 t Zone Number: 1 51 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 cuft Req. Vent. CIg: 0 CFM Number of Registers: 3 0 Actual Winter Vent.: 0 CFM 0.065 4.5 814 Percent of Supply.: 0 % W -GIs-Atrium shgc-0.33 O%S 24.5 0310 Actual Summer Vent.: 0 CFM 0 886 W -GIs-Atrium shgc-0.33 O%S Percent of Supply: 0 % 524 36.2 0 Actual Winter Infil.: 23 CFM 0.310 21.4 599 Actual Summer Infil. 23 CFM W -Wall-12F-0sw 18.5 X 12 145 0.065 4.5 6bu ud v JU/ N -Wall-12F-Osw 23.5 X 3 70.5 0.065 4.5 316 01 0 52 E -Wall- I 217-0sw 17 X 3 51 0.065 4.5 229 0.7 0 37 S -Wa11 -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- I 217-0sw 20 X 9.1 181.6 0.065 4.5 814 U 0 133 W -GIs-Atrium shgc-0.33 O%S 24.5 0310 21.4 524 362 0 886 W -GIs-Atrium shgc-0.33 O%S 24.5 0.310 21.4 524 36.2 0 886 W -GIs-Atrium shgc-0.33 O%S 28 0.310 21.4 599 362 0 1,013 Up- Cell- 1613 - 38 429.5 X 1 429.5 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: 450 200 i_ 2 qq qr: Peop er §f�q�p 1 200 .1 230 --- __�q: Room Totals: 6,148 -308 4,689 Y:\..,\Fireside Plan 5061 rhv Tuesday, January 28, 2014, 9:58 AM c atcutation Mode. Htg. & ci . UMbb 4.b occurrences: 1 u Room length: 67.1 ft. System Number; 1 0,7 Room Width: 1.0 ft. Zone Number. 1 120 Area: 67.0 sq.ft. Supply Air: 14 CFM Coiling Height. 91 ft. Supply Air Changes:. 1.4 AC/hr Volume: 609.0 cu.ft. Req. Vent. Clg: 6 CFM Number of Registers: 1 ...�..� Actual Winter Vent.. 0 CFM Room Totals: Percent of Supply.: 0 % 207 Actual Summer Vent.: 0 CFM Percent of Supply: 8 Actual Winter lnfil.: 3 CFM Actual Summer lnfil,: 3 CFM t -wan-1 t sw .;j x v. 1 :iU. UMbb 4.b 13b 0.1 u S -Wall- I 2F-Osw 5.7 X 9.1 51.5 01065 4.5 231 0,7 0 3 UP - Cell - 168 -38 67.1 X 1 67.1 0.026 1.8 120 1.2, 0 80 Subtotals for Structure. 467 0 140 lnfil: Win.: 3.3 Sum.: 3.3 82 2464 203 3.575 -71 47 AE Excursion; ...�..� � 0 ; Room Totals: 69 0 1 207 Y:1 ... Wireside Plan 5061.rhv Tuesday, January 28, 2014,9:58 AM Htg & clg. _ 15.5 Occurrences: 70 9.7 134.5 t. System Number: � 06.357 24.6 1.4 ft. Zane Number: 1 F- Cell - 1613-38 134.5 X 1 134.0 sq.ft. " Supply Air: 1 7 CFM 9.1 t. Supply Air Changes: 0.8 AC/ hr 1,221.06 cu.ft. Req. tent. CIg: 0 CFM 1 83 Actual Winter Vent.: 0 CFM AED Excursion. _ Percent of Supply.: 8 % Actual Summer tent.. 0 CFM 833 Percent of Supply: 9 % Actual Winter Infil,. 1 CFM I Actual Summer Infil.: 1 CFM S - Well -12F COsw 3.7 X 9.1 _ 15.5 1}.0665 4.5 70 9.7 tt S -Door-R2.8 Door 2.7 X 6.7 17.8 06.357 24.6 439 7.9 0 1401 F- Cell - 1613-38 134.5 X 1 134.5 0.026 1.8 241 1.2 µ_. W_..__. 161 Subtotals for Structure. 756 9 312 Infil.: Win.: 1.3 Sum.: 1.3 33 2.491 83 0.570 -29 19 AED Excursion. _ Room Totals. 833 -29 366 Y;\ ... Tireside flan 5061.rhv Tuesday, January 28, 2614, 9:58 AM Room Length: Room Width: Area: Ceiling Height: Volume- * uY. 40.zl V.VOD vwurrenues, 1 V. f 44.O ft. System Number: I 4.5 1.0 % Zone Number: 1 UP-Ceil-1613-38 44 X 1 44,0 sqJt. Supply Air: 16 CFM 9.1 ft. Supply Air Changes: 2.4 AC/hr 400.0 cu.ft. Req. Vent. Clg: 0 CFM I 252 Actual Winter Vent.: 0 CFM AD Excursion: Percent of Supply.: 0 % 20 Actual Summer Vent.: 0 CFM 787 Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual < Summer Infil.: 4 CFM VV - VVdII - 14r 0.4 A U. 1 40.zl V.VOD 14.0 left? V. f v G1 S -Wall-12F-Osw 8 X 9.1 72.6 0.065 4.5 326 0.7 0 53 UP-Ceil-1613-38 44 X 1 44 OM6 1.8 79 12 0 53 Subtotals for Structure: 535 0 127 lnfil,: Win.: 4.1, Sum.: 4,1 102 2.482 252 0.571 -88 58 AD Excursion: 20 Room Totals: 787 -88 205 ■ Y:\ ...\Fireside Plan 5061 rhv Tuesday, January 28, 2014,9:58 AM L,tGL04.xY.t #G#CtGdiI 9VIVVI.W. Room Length. i.tw. --w. 0.7 ft. System Number. Room Width. 5.2 ft. Zone Number. Area: 34.0 s ,ft. Supply Air: Ceiling Height: 0.1 ft. Supply Air Canoes: Volume: 210.0 'cu.ft. Re q. Vent. Clg: Number of Registers: 1 0 Actual Winter Vent.: Runout Air: 2 CPM Percent of Supply.: Runout Duct Size: 4 in. Actual Summer Went.: Runout Air Velocity: 22 ft. /min. Percent of Supply: Runout Air Velocity: 22 'ft. /min. Actual Winter Infil.: Actual Loss: 0.001 in.wg. /100 Actual Summer Infil.: ft. UP- Cell - 1013 -3 3 4.4 X 1 34.4 0.026 1.8 6 1.;" u 41 Subtotals for Structure: 02 2 CPM 0.4 AC/hr 0 CFM f CI= 0 % 0 CPM 0 % 0 CF 0 CPI UP- Cell - 1013 -3 3 4.4 X 1 34.4 0.026 1.8 6 1.;" u 41 Subtotals for Structure: 02 0 41 Infil.: Win.: 0 0, Sum.: 0.0 0 0 0 0 0 0 AEC Excursion: 4 Room Totals: 02 0 45 (� � :\ ...Wireside Plan 5061 rhv Tuesday, January 28, 2014, 9:58 AM' Moom Lengtn: • Room Width: 1.0 ft. Zone a Area: 19TO sq.ft. Supply Air: 81 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.7 AC/hr Volume* 1,792.0 cuft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Percent of ♦• Actual E CFM Percent Supply: . s Actual Summer Infil.: 16 CFM *r Y:\ ... \Fireside Flan 5061,rhv Tuesday, January 28, 2014, 9:58 AM Calculation Mode: Htg. & c1g, Occurrences: 1 Room Length: 111.3 ft. System Number: I Room Width: 1.0 ft. Zone Number: I 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 cut. Req. Vent. CIg: 0 CFM Number of Registers: 1 0.026 Actual Winter Vent.: 0 CFM 0 133 Percent of Supply.: 0 % 793 Actual Summer Vent.: 0 CFM Infil.: Win.: 2.1, Sum.: 2.1 51 Percent of Supply: 0 % -45 30 Actual Winter Infil.: 2 CFM Actual Summer Infil.: 2 CFM Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM 11 E -Door-R6.2 Door 3 X 8 24 0.161 11.1 267 3.5 0 85 E -GIs-Atrium hgo-0.33 O%S 12 0.310 21.4 257 36.2 0 434 UP-Ceit-16B-38 111.3 X 1 111.3 0.026 1.8 200 1.2 0 133 Subtotals for Structure: 793 0 663 Infil.: Win.: 2.1, Sum.: 2.1 51 2.486 128 0.583 -45 30 A Excursion, 74" Room Totals: 921 -45 767 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM YA ;:.\Fireside Flan 8081.rhv Tuesday, January 28, 2014, 9:88 Ate *" • i � v a •. •. � � tit 1F 1 n � • , hR a � 9� #� t � x � 1M • WMA M i • Subtotals for Structure: 2,176 0 1 i 2,4 80 854 - 2 9 9 198 A ED Excursion: 168 ♦ "" 200 230 Room Totals: 3,030 -99 1,753 YA ;:.\Fireside Flan 8081.rhv Tuesday, January 28, 2014, 9:88 Ate tg. & clg. 79:8 0.005 Occurrences': 358 N'- GIs - Atrium shgc -0:33 100 %S 87.1 ft. System dumber: 1 0 0 026 _ -_ 1.0 ft. Zone Number: -78 51 87.0 sq.ft. Supply Air. 17 CFM 9.1 ft. Supply Air Changes: 1,7 AC /hr 809.0 co t. Req. Vent. Cl g: 0 CFM 1 Actual Winter Vent.: 0 CM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply:. 0 % Actual Winter Infil.: 4 CFM Actual Summer InfilW.. 4 CFM N - Wall - I 21 = -Osw 9.7 X 9.1 79:8 0.005 4.5 358 N'- GIs - Atrium shgc -0:33 100 %S 8 0.310 21.4 171 U Ceil 1 6B-38 67.1 X 1 T ry 0 0 026 _ -_ 1 _ ._ 120 Subtotals for Structure -78 51 549 Infil.: Win,. 3.5 Sum.: 3.5 88 2.483 218 AEC Excursion: Room Totals: 867 U. u W ; 11A 0 91 1.2% ..__ � 0 80 230 0.581 -78 51 _0 -76 311 YA ... \Fireside Ilan 5081.rhv Tuesday, January 28, 2014, 9:58 AM R oom g R oom • Hei Ceiling . 1(g: 1 01.7 uc urrences* 1 456 12.0 ft. System Number: 1 15 14.5 t. ;done Number: 1 0 174.0 sqft Supply Air. 45 C'M 0.1 ft. Supply Air Changes. 1.7 AC /hr 1,551.0 cu.ft. Re q. Vent. CI g: 0 CPM 1 20 3_ Actual Winter Vent.: 0 CPM 1,410 Percent of Supply.. 0 °lam Infil.: Win. :5. , Sum.: 5.3 132 Actual Summer Vent.. 0 CPM 0.577 -114 Percent of Supply: 0 °, Actual Winter Infil.: 5 CPM 3 c: 200 It1 er„ Actual Summer Infil.: 5 CPM N wail l - osw 14.5 X 9.1 1 01.7 0.065 4.5 456 0.7 0 75 N - GIs - Atrium shgc -0.03 100 %S 15 0.310 21.4 321 11.4 0 171 N -GIs-Atrium pc -0.33 100 %S 15 0310 21.4 321 11.4 0 171 U P -Cel 16.3 1 74 X.. .__ _._ 1p74 0 026 _ _ _ ._ ,. 8 312 _.::._w 1. _ � T 0 20 3_ Subtotals for Structure: 1,410 0 625 Infil.: Win. :5. , Sum.: 5.3 132 2.484 327 0.577 -114 76 AED Excursion: 3 c: 200 It1 er„ 1 200 230 Room Totals: 1,737 86 1,030 Y:\ .,_, \f= iresicfe Plan 5061.rhv Tuesday, January 28, 2014, 0:58 AM "Tg, & c1q. 410.7 ft. kjk;QU111v11k'v >' System Number: 1.0 ft. Zone Number: 411.0 sq.ft. Supply Air: 9.1 ft. Supply Air Changes: 3,730.0 cuft Re q. Vent. Clg: 3 CFM Actual Winter Vent,: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Intil.: 19 CFM Actual Summer Infil.: Y:\ _\Fireside Plan 5061 -rhv Tuesday, January 28, 2014, 9:58 AM 4.5 388 07 0 64 197 CFM 0.065 3.2 AC/hr 0.7 0 CFM 0 CFM 0.065 0 % 0.7 0 CFM 0 % 0.310 19 CFM 36.1 19 11MINNOM CFM Y:\ _\Fireside Plan 5061 -rhv Tuesday, January 28, 2014, 9:58 AM 4.5 388 07 0 64 N -Wall-I 2F-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 O 15 0.310 21.4 321 36.1 0 542 W -GIs-Atrium shgc-0.33 O%S 15 0.310 21.4 321 36.1 0 542 N -GIs-Atrium shgc-0.33 100% 15 0.310 21.4 321 11.4 0 171 N -GIs-Atrium shgc-0.33 1 00%S 15 0.310 21.4 321 11.4 0 171 S -GIs-Atrium shgc-0.33 O%S 24 0.310 21.4 513 18.1 0 434 U P-Ceil-1 6B-38 410.7 X 1 410.7 0.026 _...,.1_ .8 737 1,2 0 491 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 gqup 1 200 Room Totals: 5,526 -420 4,561 Y:\ _\Fireside Plan 5061 -rhv Tuesday, January 28, 2014, 9:58 AM .r >a Zone 1.__ ___- 1 Reo Rm 1,198 7,288 146 7,7 1,145 -138 64 146 RR 4 240 2,239 45 7 709 ', -3 39 45 3 Rath 4 59 450 9 4 15 -10 1 9 4 Meehl Unf Stor 1,010 6,647 133 7,7 189 -138 11 133 5 blaster Bedroom 311 4,461 89 7,7,7 3,719 -134 207 161 6 Master Bath 235 2,200 44 7 933 -188 52 44 7 WIC 121 2,315 46 6 595 -261 33 46 8 greet Room 430 6,146 123 7,7,7 a 4,669 -303 261 203 9 Laundry 67 690 14 4 - 207 -71 12 14 10 Mud Room 134 833 17 4 - 366 °29 20 17 11 Beth 3 44 787 16 4 _ 205 -88 11 16 12 PR 34 62 1 1 1-4 22 45 0 3 2 13 RR 3/Opt Study 197 3,438 69 6,6 _ 1,871 -142 104 81 14 Entry 111 921 18 5 _ 767 -45 43 33 15 BR 2 164 3,030 61 6,6 - 1,753 -99 98 76 16 Beth 2 67 867 17 4 - 311 -76 17 17 17 lining /Opt 174 1,737 35 5 - 1,030 86 57 45 Study 2 18 Kitchen /Nook �.....w 411 ,. _.a 5,526 111 7,7,7_ e .�_.�._. m 420 ,_._. 254 197 Humidification m_ 2 51 _ ystem... _total w __m 5,007 . 993 _...... ...__.. _ 23,111. -- ,114 . 1,28 W 1,000 S ystem 1 Main Trunk Size: 25x10 in. Velocity. 577 ft./min Loss per 100 ft,. 0.031 in.wg YA ...!Fireside flan 5061.rhv Natural G as 9dX # bit it 6 Carrier Natur Pr t 2.1 AFUE 0 27,400 t Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 58 AM Y:l ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Bui lding Rotation Tonnage t.a'T ........ .. ....,..............,...,.......;.,....,....,...,,...........,........,,..,.............,., ,.............................. ......... #.G ,... ..,.... »,., .. ..... .. ... .. ... ... «.. x.............,..,,,..,...... ............................... ......... y i.f ..... ...................... ....., ....., ........ ..... ..........................., ........... ............ �.tJ. .. . .. ......................... ......... ......, ........,....,.........,, .............. .. ....... East Southeast South Southwest West Northwest North Northeast Direction Front door Faces Building Net Tonnage Y:l ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Xfi k91 � Ytlb 1! ME E 1 „.. + ✓ 6 ,. 7 t £ $} z LL a = r E 5 0 a 0 ) y 6 �,:; O -j ° E �-- g � �h co Ld M .�mwyy i..a% Ct CL o Xfi k91 � Ytlb 1! ME E 1 „.. + ✓ 6 ,. 7 t £ $} LL a = r Xfi k91 � Ytlb 1! ME 0 LL 03 0 x. r E 5 0 a �,:; O -j ° E �-- �h Xfi k91 � Ytlb 1! ME It A -. " 4 .f . "s . 9Z e Z. A O ILICIV {^ 03 0 x. r It A -. " 4 .f . "s . 9Z e Z. A O ILICIV r a �h s 0 • * • 0 • M OD I� !R • • lid LL • � t i l i s MYr M 2 lik � 04E m M U- • CL 0 I MR m N as • w x x x xr • x • e+ Yw r + x* u s x w w _ • w w � i " No i MOV813 I I�I �I II�V IV I IIVI puq 40 ..:l1i. • • A A I R :N NO .40 5310 El • • 0 , M cn � cr- • CL 0 LIJ 9 o u- LU U- CC R . :) C) z At < • uj _ j C • U- M O �) ' p . X -Q 19 0* t cr Lt AO-,L*(3 -_. ---------------- 30/3n q ZE-K - I lo� 9z'M M.9t,9Z.69S c %97 La u i x 4, -H F- 0 IP IQ 0 ui x 0 -i n C14 m U) a_ -Q g x z 9 < �R p %ot M O �) ' p . X -Q 19 0* t cr Lt AO-,L*(3 -_. ---------------- 30/3n q ZE-K - I lo� 9z'M M.9t,9Z.69S c 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