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Home My WebLink About3350 Quail CourtCity of �Wheatdge MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 DATE: February 27, 2017 TO: Accounting Department FROM: Meredith Reckert, Senior Planner SUBJECT: ESCROW REFUND/RELEASE Request for Release Reimbursement requested for funds for in the amount of $1,500.00 (One thousand five hundred dollars and no cents) being held for landscaping for property located in the Quail Hollow Subdivision located at 11305 W. 33rd, 11355 W. 33rd and 3350 Quail Street. Please note that the requested amount was provided in separate payments submitted at various times for a total of $1,500. The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: Quail Hollow Patio Homes, LLC SEND TO: Quail Hollow Patio Homes, LLC 6143 S. Willow Drive, Suite 300 Greenwood Village, CO 80111 Meredith Reckert for Ken Johnstone Director of Community Development www.ci.w heatridge.co.0 s City of wheat Ridge Municipal Building 7500 W. 29`h Ave. January 23rd, 2017 Owner/Occupant 3350 Quail Ct. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201600602 (New Single Family Home) Owner/Occupant, 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 document retention policy, the associated pians and/or other documents 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 20 working days (4 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 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 7:00 a.m. and 5:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Melissa Mackey Senior Pennit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 800 Office Phone: 303-235-2871 Fax: 303-237-8929 City of Wheat R,i`�c e C OMMUNtrl' DEVELOPMENT www.ci.wheatridge.co.us i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -33 Sv 0 L4 4- f L- Permit Number: Gn.Cci� I`�/5 1 S lc.nn.' a nG C f7 c;1 Clatc ..,i e a f --r, f 0,1 l J r P r C r JCn I(.fC, tJ✓ S0 i1 ^ Ott-/- 4 ❑ No one available for inspection: Time S AM(ISM) Re -Inspection required: Yes No *When corrections have be made, call for re -inspection at 303-234-5933 Date: Inspector: y)/t-J`` DO NOT REMOVE THIS NOTICE �.! A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t3 F ( Job Address:�— Permit Number: o/ (DD 6 OZ V )�►�crkinn r01P_P ❑ No one available for inspection: Time A16 Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 } Date: 1� Inspector: VV. or✓/ `�( DO NOT REMOVE THIS NOTICE I o: v O m v u v r Ln b u u v a v m �+ w z 0 a m v w o 4-) C v 0 Q ro d V m r ° N ° 3 N U G a, � •� a !qy ro o m z 1i � A b >O U C 0 is 0 O `D v w W b o c rn oA ' W U1 m 0 n 4J 41 u t� v \ CD w o Q °v m a N 'ro' u o .4" W a 4J E-4�vl N W 2f ° v m b' > ° 0 U b ° C i ~ V Wrq o N p a ''a' o v Ull F �T Z x y X w a 0 > W W ro rn O A 0 ® G rn x v O z ? w 0 w a w ° o41 C C w P07 b 3 0 oU N W [� V ("� ^ C7 O Q ro v A ° p w a ro IDN 'b10 A A U p H Ul o m a s - E b C z o E y ro a a o m ro N N O VN A� N1 OU z ri O N C ro v ro z a zd O O x p A 3 u a a v 3 U o E w -r1 M 34 C 04 r W N y ro u a E U m U 0 O O Um CD O i N z A �+ b0+ 1 oa w o Cn b l0 G N N O w w a H ro E 7 o m w O 1 u U M o a a a C U O N z `� a u z 4J P 0 v .roi ° W m ry z (0 W U a b o ro G N w x A D W W. N 3 o m o 44 A 04J o U N ° °, U F" W b u w v 4J � v a v v x �a w 0o m w b z H a U m 0 a 04 u i t P F m o a a ° U° Fam,INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project 2- r r Foundation Inspections Date Inspector Initials Comments r -3 -- I i Monolithic Slab Reinforcement Lath /Wall Tie I - .., Caissons Rough Electric io--7-, Concrete Encased Ground (CEG) Rough Plumbing to -7-14, Footing/Stemwall P.E. Letter Rough Mechanical U -7-t k Do Not Pour Concrete Prior To Anaroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below/ In -slab) Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing 2- r r 2 U Roof Sheathing r -3 -- I i 0, o Lath /Wall Tie I - .., G Rough Electric io--7-, IS UI.1 Rough Plumbing to -7-14, 3 4 Rough Mechanical U -7-t k 1) Gas Piping 10-7-1 6 >�1 Do Not Proceed Without Approval Of Above Rough Ins ections Rough Framing Insulation t C -; ! 13 f Drywall Screw / Nail Final Inspections Date Inspector Comments Initials Final Electrical 2- r r 2 U Final Plumbing r -3 -- I i 0, o Final Mechanical I - .., 15G Roof L IS UI.1 Final Building / Frame _. ^ 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. ar j Fire Inspection / Fire Protection Dist. "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. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheatiddge COMMUNITY DEVELOPMENT Escrow/Letter of Credit Transmittal Sheet An escrow agreement has been executed for the installation of sod at 3350 Quail Court. The escrow is in the amount of Five hundred dollars and zero cents ($500.00). The above amount is to be held in escrow for: ® Landscaping and parking under Planning & Development: sod ❑ Street Improvements under Public Works: ❑ Other: Escrow expires April 30, 2017. The escrow shall be held by the City as reimbursement to offset cost to City for completion of site work. Notes: Name Date City of `� Wheat f dge COMMUNITY DEVELOPMENT Landscape Escrow Azreement This agreement made this 2211 day of December, 2016, by and between the City of Wheat Ridge and Quail Hollow for escrow in the amount of Five hundred dollars and zero cents ($500.00) being held by the City of Wheat Ridge until landscaping is competed at 3350 Quail Court In the event that sod is not installed by April 30, 2017, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of April 30, 2017, has expired. Approved and Agreed: General Contractor: G Signature% Prim N�me Business Address / Phone Date Title City of Wheat Ridge, Colorado By:� ,c A Title: / A3�� Date: /Z 3 6— d� .Aoeq uo spelao ,papnjoui samleal Alunaag p O Z C� :� O �0 00 M o Q C N U [[�I `_ m [.0 Ln a S O O O 1 Lo r -O Ir O O O ru 0 a S. rm Ln a ru O O O O O ■ 0 Z M 2 Y LO � U � N � W O Y o U c co mU)0 w U � O m a) N ac 0 W N W ^E W U O 0 C N U [[�I `_ m [.0 Ln a S O O O 1 Lo r -O Ir O O O ru 0 a S. rm Ln a ru O O O O O ■ 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: AF T ILE- -T /M E -T I PE r Job Address : O S' � � T Permit Number: Q O) (.=, 'D 0 (--, d ca r - T - Qrjoiz C 1M1'� 1 } A,V1 UCcac - Ab cAka�i1 �� s�i • Nc� m�cg-1�. cJo �-�'R E � %k7 i=.l ca N 7 4S vIA�S /lJ OV ins 14 LQ { �, to syX)+ c,x_)y k 'A) o W 4�"j� X n Mex 5k r �'krn1=-�-- GQ� F)OFF Pl« -FL)t n-,-:,ct_� cover Pri - /�eu,�G - f' 5',nsk ffuLs r- 0 511VK `srar2x T ate, /C At., Z 0 Ak_\e_ L.)GLA 1 ❑ No one available for i Re -Inspection required )ection: Time/ 0, 3,.� Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 0-7 Inspect r-. - DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: D n " ;) C+ Permit Number: DO I tom, CD © 6._2 D St�1�7 Ia)/N ©tJ �GEG� Py I �0�2 g /Uy S�o� I � s✓� f c S� �� ,tJL�,..� �! UVD ❑ No one available for inspection: Time /C),-.30 QPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date; L., Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division _]�9�(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: NVQ 5 Job Address: 3 3 S V , A'► I Ct Permit Number: n 0L O a ki o u c F 7 A p r i� - I`�1► n Q c k.N vN DC S' S '1 1 Q A5 In e'J—r i4P Vve.i> A/ U SC�.�w ��S%�Pc r d>J �Noki Pl�/ IN hOUS'r` ❑ No one available for inspection: Time A" Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: l0 - a X1-1 C Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE '' Building Inspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3 3SO Q v A l G e'? Permit Number: 2 0 / 6 66642 ❑ No one available for inspection: Time Re -Inspection required: V No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax JL INSPECTION NOTICE Inspection Type: <;�) F R, Z / / Iv s i Job Address: 1 `3- 6 Q UG-, � C_-4 Permit Number: � I �- (�) :�(- J �;Z, ❑ 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: Inspect V (� DO NOT REMOVE THIS NOTICE ► A 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: F N 5 Job Address: 33570 (� V A'L C7' Permit Number: � o / 6 00602 /n5LI th-�)Un o,'J2e61✓P4y ❑ No one available for inspection Re -Inspection required Time AIV,',/PM L - YesNom *When corrections have been made, call for re -inspection at 303-234-5933 Date:/'?V �` / I Inspector: A, " DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division ��9r(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '; "C d ?? 1 M W F 6 Job Address: 3 3S0 Q,4A 1 LL C T Permit Number: b O Z 7r ij; n UH �OvC' M c G otrr � � iU JC'C eej rs IcAACf;n L 1 rc, Let s NPP -to i l/ e � ►�. � f s eP t ��ss �� t �(��. A CO /n r OC S C)(c -A5g k �' ❑ No one available for inspection: Time_AM/PM Re -Inspection required: Yes No *When corrections have bee ade, call for re -inspection at 303-234-5933 Date: �Inspector:/1 �"" DO NOT REMOVE THIS NOTICE A -� A (ily (,t W haat I �C l-gc- City of Wheat Ridge Municipal Building 7500 W. 29'6 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: 1 :" -f 3 ;101li PERMIT# � 1600602. ADDRESS: L0*2", BLOCK I H(Jlow SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: REAR: SIDE: :�SIDE: The MINIMUM ELEVATION has been determined to be: 5-1.3, (NAVD88). The above measurements have been determined on the following location: Check only one): Top of foundation prior to placement of concrete — x___ Top of proposed foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print 1311 a1-1 J. Professional Surveyor �PpO L/CF ¢\PN J. P,c�y�S``o ��CC o 38445 0 Date FOR OFFICE USE ONLY Approved by: Inspector Date W INW.6.WbCal r n1' Rev 02112 EXHIBIT T/F-5437.32-J I �. I "T/F=5437.31.m LOT 1 I I I � 0 n o I � I I { l � S 89'19'54" W 133.51 =12.50' L=19.63' WEST 33RD AVENUE w N a QUAIL HOLM SUBDIVISION ManhardT. CITY OF WHEAT RIDGE, COLORADO EXHIBIT -LOT 1 _ vROJ. MCR.: BJP SHEET 0 BJP A A DRAWN BY: , J OF 1 e00a E 4rop.ha. Court. Suite 11 O, Certt.nniel, CO 80112 pn:303.7na.0500 fx:303.70a.OdOO mann.rd.com 10/03/16 L L Civil Engineers • Surveyors • Water Resource Engineers • Water S Wastewater Engineers DATE' 0 Construction Mane ers • Environmental Scientists • Landscape Architects • Planners SCALE; 1" = 30' CSH.WHCO01,O2 O b .J 7.30 11 g ^ V, --30.8'-- T/F= 5437.30 29 V 30.0'-- > O 5/F= O �j- 350 QUAIL CT. x O O 437.30 yg T/F-5437.32-J I �. I "T/F=5437.31.m LOT 1 I I I � 0 n o I � I I { l � S 89'19'54" W 133.51 =12.50' L=19.63' WEST 33RD AVENUE w N a QUAIL HOLM SUBDIVISION ManhardT. CITY OF WHEAT RIDGE, COLORADO EXHIBIT -LOT 1 _ vROJ. MCR.: BJP SHEET 0 BJP A A DRAWN BY: , J OF 1 e00a E 4rop.ha. Court. Suite 11 O, Certt.nniel, CO 80112 pn:303.7na.0500 fx:303.70a.OdOO mann.rd.com 10/03/16 L L Civil Engineers • Surveyors • Water Resource Engineers • Water S Wastewater Engineers DATE' 0 Construction Mane ers • Environmental Scientists • Landscape Architects • Planners SCALE; 1" = 30' CSH.WHCO01,O2 10 ` fZ D' J [3� A i CITY OF WHEAT RIDGE �9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax (3rF 3 4 NQ INSPECTION NOTICE Inspection Type: Clfl) U ! ry) IS Job Address: 3 (:)'Q O(C, ) C+. Permit Number: a cp I C C)(' n ❑ 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: Inspecto DO NOT REMOVE THIS NOTICE City of COMM�e-Wh6at c', UNiTy, DEwLoVENT FOR OFFICE USE, ONI, Date: Plaolpermit# r I 1 41 W City Lice;se # City License Complete all information on BOTH sides of this form ar a e / Sq. RAF 3 '3 Stu's Gallons Amps SquaresEither City of SINGL E FA MIL YID UPL EX �PWheatRid uBt'fc Wprs BUILDING PERMIT APPLICATION REVIEW Date: W!'00 Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. I Drainage: a, Drainage Letter & Plan required: —Yes — No b. Site drainage/grading plan have been reviewed and are: OK — -W" refer to stipulations. Public Improvements required & to be completed with project: a, street paving/patching: _ Yes _A,/ No — Completed b. curt) & gutter: _ Yes _A/ No — Completed c. sidewalk: Yes _A/ No _ Completed d. Other (specify): Yes — No — Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. _iL Does all existing roadway/alley R.O.W. meet the standards of the City: -I/— 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. _k- APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this PeitApplication, subject to the stated requirements an(Por attached stipulations. 5 0 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Szgntllure Mark Van Nattan 6, V Stipulations: Date, 7. _L A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record sball be required prior to the issuance of the Certificate of Occupancy. & NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALE BE REPAMED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, �"Ya " �� 1,U13LIC''()RKS' �ke City of Wheat Ridge Municipal Building 7500 "' Ave, Wheat Ridge, CO 80033-8001 P: 303,235,2961 F 303, 35,2857 PUBLIC W0,19 Location tion of Constructiom Purpose f" Construction: Single Family Commercial Multi -Family EDeveiat rrae t a e roces� �...... Mom (Required of all projects for document processing) Sin le esicies+e lei evie Feet ........, C�rrtrrtteelai tlaFa 1 e�gie F'effi Reviews of existing or rninunal technical document :. .,.,....w .,....... tl ait3 Initial review' of technical cavil engineering documents (Fee includes reviews of the I" d 2nd submittals): ... ......... .........t3ti it Traffic Impact Study Review .Fee: (Fee includes reviews of the l" and 2,d Submittal$)..........._......$500.00 Trip Generation Study Review Feew ................ tlli. 00 0 & M Manual Review & SMA Recording Fee ......... ...... _........... 1 €i< ll ' Each Applicationwill be reviewed by staff trace and returned for changes, if after reviews of the second submittal changes have not been made to the civil documents or tlae Traffic following Study a requested say staff to the, further reviewsof the Application will be subject Resubmittal Fees: esttl attal Fe". 3 submittal (Y2 initial review fee).,..,.... $300.00 0 submittal (full initial review fee)- .. ..:.... $600.0 All subsequent submittals:......... .................. .:....... $604;011 (.Full initial review fee) TOTAL (due at time of Buildingt issuance): CiL��Lj ,00 PLEASE NOTE THAT IN ADDITIONTO THE ABOVE FRES, THERE ILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS THIN PUBLIC RIGHT-OF-WAY. s�^a��a ta.B+taa�atr.act�t.,e�.c�.taw City of Wheat Ridge Municipal Building 7500 W,2 * Ave, Wheat Ridge, CO 80033-8001 P: 303.235.2861 F.301235.2857 NOTIFICATION PUBLIC IMPROVEMENTS ST" TI ON DATED: ADDRESS: Dear Contractor: In conjunction with the approval of'the building permit application for the above referenced address, this letter is t0 inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to ars acceptable condition, as determined by City of Wheat Ridge public Works Department, Baal prior to the issuance ofa Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an Onsite inspection to determine the existingcondition(s) of the public improvements at this address. If you have any questi low IN" v � y CL 0 tr C V CO Y t " to t i a t CAN6Y3 Ln., ,°`r.3y� a x*" *.�. 00 24� �ujLU t .� anya � t w wz oz X tun) t #d td 0 !� Sitstun o" x ° Gi ow t ""a 4 t R " t t- � a � aye #? C3 cat twn flu a0 =>8*k: 00 µ 'a CL xcx UJ z aaa ^� WOOD 0-z " 0 S old �� 9 t D w Q 4J * "" C9 Ui ° « y Rxf �} o,oi �,.wt �d "6 t? `i q hd 'tfi5 fl� �C�3� 'a i4hi L3 t� t� *�Mi3 t( ?�dAt�i :gig Address: x;5-0 `"" Zoning: Lot Size: -' '? en sq. ft. Lot Width: Property in the flood plain? f1110 If yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): t,:J Accor lsl�, lL care site pl nc+e if iso flacadplai ",i}} New ILC card site plan yes (f'2�i1�) if wlin 2' of etlaacic (NRS) Maximum Lot Coverage: A-6- % sq. & Existing Improvements: ProPosed Improvements: House: sq. ft. House/addition: sq. ft. Shed: sq. ft. Shed: sq. ft Detached garage: sq ft, Detached Garage:4 sqAt. Other: sq. ft. Other: sq. ft. Total Existing sq. ft Proposed+Existing— -3-30?-L— sq. ft Lot Coverage % Lot Coverage ..... % Required Setbacks: FR S S R Provided Setbacks: FR. S '31 0 S , 'R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surve�Aix�con it�ionFNE Maximum Height: 3Maximum Size: � _9,� .�..�.�.8.� �a..._,�w sq. Proposed Height: a ft. Proposed Size: sq. Parkland: If the pen -nit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division. Streetscape: Does the pe it result in any of the following conditions? L3 Construction of new roads U Platting of new lots Q New development U Additions that increase floor area by 60% or more (see fonnula) (proposed floor area ---- -- existing floor area -- ) / existing floor area — = inc. If any box is checked.. SF/DUPLEX—Is there existing 13 Curb 0 Gutter L35 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet Current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at, the titne the permit is issued, ill��illill 1111111111111111111" ijill 11111 111 i I I �r� 511 1 1 k' Z•1 1 1 It The following are the required minimum submittal d.cuments, They must be submitted to the City of Wheat Ridge for review, Items that are highlighted are missing or incomplete, 1. Elevation drawings of building, typical front, back, left, and right are required, label all exterior surface building materials. 2. Provide building heights and dimensions. Provide minimum two building cross sections. Cross section shall show foundation, floor, and roof sections and shall be dimensioned. 4. A complete braced/shear well plan is required and must reference a braced /shear well schedule at each braced/shear well location (R602.10). S. Braced/Shear wall schedule to Include anchor bolts, hold downs, studs and spacing, sheathing and nailing (T.602.3(1)), (R403.1.6, 403.1.6.1). 6. For single-family custom submittal, provide a it report stamped by a licensed engineer. 7. Provide a complete fully dimensioned and detailed foundation plan. 8. Provide a complete fully detailed floor and/or fm ming plan (R106 ). 9. Truss design drawings are required, no later than by rough frame Inspection per 8802 10.1 1 10. R at inspections per IRC Ch. 17. lii Provide fIVC equipment sizing calculatlonst Pleating aisd ling equipment shall be sized In culated in accordance with ACCA Manual or other app vee calculation methcsdologies (ft12BY6). 12l, Provide a complete El tical Plan {IBC 11I7Y2)a 13. Provide a single line gas -piping diagram; Include all gas burning appliances and BTUs of each appliance, show pipe types, lengths and sizes from gas meter to each branch line and to each appliance (112413, G2414). ""m JO 14 I I. li f All It N r equal reports is. Complete and III ko mp an as a a demonstrated by a passing score. (T.N1102.1.4). 1. Provide required natural light and ventilation for habitable rooms (R303). 2. Shower doors shall have safety glazing; hinged shower doors shall open outward. (R308.4.5, P2708.1) 3. Provide and identify all required safety glazing. (R308) .x:: of door swing must be shown (R311.3.2 ). S. Provide size of each window and type of operation. (R303.1, 310.1.1-A) 6. Window & opening Hashing per (R703.8). 7. Glazing maximum U-Jector 0.32 (TNI102.1.1). S. Opaque doors separating conditioned and unconditioned space- maximum U -factor 0.35. (TNI102.1.1) 9. Skylight - maximum U-Jector 0.5S. Provide manufacture and ICC -ES number. (TNI102.1.1) 10. Gypsum Board applied to a ceiling shall be 1/20 when framing members are 160 o.c. or S18" when framing members are 240 o.c. or use labeled 1/20 sag -resistant gypsum ceiling board (Table R702.3.5 (d)). 11. Provide manufacture, model number and ICRO/1CC/NER Report Number for stucco, roof materials, stone veneer (R703.7). 12. Provide weather flashing/proofing and exterior wall penetrations/openings per R703.1, 703.2, 703.0. 13. Foam plastics shall be separated from attics and crawl spaces (R316.4). 14. Callout exterior materials including, stucco system, lath, building paper, foam, and sheathing where required (R703). 15. Provide weep screed and dimensions from soil and paved surfaces (R703.6.2.1). 16. Specify on plans, interior wall construction, coverings, and backings for tile and In wet locations Address laftemate braced per Provide WoRr engineers1 Show note: Exterior and Interior footings shall bear minimum 18 Inches below undisturbed soil or } # fill (Table403.1). 4, Reference a complete set of structural details, footing, stem, turndown, pad footing, post at stem. 5. Framing details shall reflect types of framing members, trusses flat and sloped, I -joists, dimension lumber rafters t' any other to r.:. used. 6Framing members to accommodate masonry fireplace clearances to combustibles (Table R1001.1). 71 Framing members to accommodate mechanical equipment requirements If Installed In attic. ° �.. t x * :� w }:. # * �. r a:: � •: r x A A t 's. # � # a � #: t 1. In areas specified to Section E3901.1, 125 -welt, - and 20 -ampere receptacles shall be listed temper - resistant receptacles (E4002.14). 2, Provide minimum 7594 high efficacy lamps (N1104.1)#. 1. Do not place gas piping under stab (62415.14). Provide t t pipes t MEEIM Residential * ► Review WX A .t- � Lot � � rmi ; Date: o e_ ooAaS turAddress. _.. fdfctfcrl7: Building Type: Plan r Model: SF 0 Duplex bode Editi n:01 . ! wnh me 0 aster O Repeat m 1Cc Custom O Addition a _R/_A_ Compliant Non= Comfirri dimensions per type of _�. stafrwa 8311.7). 1. door Provide a 1-3/80 fid self -Closing, self- S. provide stairway .., illumination per latching, between (8303.7.9) residence and garage. 6. 'Stairway rmaxlnium� rl C31;..i) 12' vertical rise V, 1. . Provide pe anent between landing at exterior doors. R1.7 )oorllanding 3. 831131) _ Doors shall 7. Minimum headroom not open at stairway 6'-S-" directly between a(8311.7.2) _ sleeping room and a S.nclosed accessible rll CL S. are e. W302.5.1) Provide and Identify _ ce under the stair r; e p ect on ttre all rafted f pt osure side itty'x" lel . calx). .. .t2:7) 6. escape Indicate emergency and rescue N/A Compliant Non. Corn iiant openings in basements __ 1. Show Gelling freights and bed ms. {R31a1) _ ._ _ w.. for all ms, spaces and hallway (R305). Basement 6180 -mum -- . vide mini inimumGlee clearances nc from centerline of water closets to finished wail, cabinets, and other N/4 �coiri l dint Non• plumbing fixtures {R3a7.1 p27a5 1). ��• 1. Provide mechanical_ �__ __..... 3• interior wall �.a�.. _..__...w exhaust ventilation far covevean plans. rings coverings - bathrooms, water Provide backings for ' closet rooms, laundry the In wet locations. CD room, and kitchen, ___,.m._._ 7x2.1 _ :3 .2 ducted direct to , de Minimum hallway i outside iR03.3, Width is 3'-" (R31i�6) _ N/A Compliant Now to 2. provide attic _ Cont fiant ventilation per dinate postt. (R8a6.1) unl ns with 0 C Insulation Is appll on ns on the under -side of f tion plan thi'98a6.S.�S)._ 11.1)NtA la _ _ � _ Compliant Non- w and ide hoedown 1. Shaw hand il, nates qui dation plan and dimensions whe 1.6) ui R311.7.8). „ NIA Compliant Non» 2. Show guardrails Com tient where required 1. Show requiredfiream 12 t1.1, >)• ._n blocking on each 3. F rovid a floor or ctlon (R602.8, o to landing at the top and m R3a2.11) bottom of each Provide and stairway (R311.7.6).: _ ._ .,. ^ reference key d. p vide code v structural details for U) complying stairways. critical connections for add tread and riser cross-sections. # 2. Show A # ductsreturn air registers (ISC 107.2.1 N/A Compliant Non - Compliant # P vide fully noted plan showing, all requiredreceptacles, light fixtures, 3. Show Isolated footing dimensions and V/ reinforcing (Table R403.1 amended). Show required reinforcing4. # '* footings# stem (R WP%GFC�Iq receptaclesr+ (53901.2, E39o3, E3903). 3R Show and label all A required AFCI circuits 6. Clearly show h required post loc Ion on foundation plan, coordinate wall « roof framing stans. awww :" A a r "(WOW" w m foundation plan carbon monoxide i # w detail # t * # walls # basement Y * foundation 5 MR including drainage separate heating and 9. Provide any/all stab N1103.1) # # # w b #' w w � w MAW « } #' # d 1l ww q ♦ « i i } attachment at topand bottom. Y MIR AR # # as drag struts, and show loads onframing plan. ie # 2. Show A # ductsreturn air registers (ISC 107.2.1 # over-flow/scuppers 2. WH-pandrain-line shall terminate perN (P28 i 3. Provide cleanouts k w backflow # N/A Compliant Non - Compliant # P vide fully noted plan showing, all requiredreceptacles, light fixtures, switches, exhaust fans, smoke detectors, V/ service panels and sub -panels (F3703, E39Q). _ 2. Show and label all '* required GFCI and WP%GFC�Iq receptaclesr+ (53901.2, E39o3, E3903). 3R Show and label all A required AFCI circuits (E3903.12). 44. Show and label all WP/DP lighting fixtures as SUITABLE FOR WET OR DAMP LOCATIONS accordln I E4}001.7). _ . Show and label all m mire detectors and carbon monoxide detectors per 8314 8315. h. At least one *V thermostat shall be 5 provided for each separate heating and coolingystem. N1103.1) # over-flow/scuppers 2. WH-pandrain-line shall terminate perN (P28 i 3. Provide cleanouts k w backflow # A Company N Phone #'. 3 40 3 State License#: ter Signature of Authorizede ate CompanyPlumbing Contractor State License #-., .r Wheat `E License Mechanical T <AN ; f` Company Name-. ` 'el ofAuthorized Date _ ,77 7106 - Date „d , GeneralContraetor- Company Name I Signature +A8ent Date NOM ire:.r sad, r„ • • + ,► State License Wheat Ridge License #:L_.aj q,,3aw 1111111111 MiL. IMME0=4 -T( #1 > t Contractor • �MAY �,�� +�+�'•��” + AuthorizedAgent Date ,R ' 'i i i . =i 'ti Si"#" � " ;�� ± '` fi5 : k!; r}• ,(, t jX 'F f2= • � �I 'd � I3.. 4s'» rd �' " t=fi^,' yt v �. � t�,1 low C- � : C i"fy iv�v1 t�,l�i A. r*`"'* ika ilt, i t t1�,111 t ti at v11 � i 311it �tti ii moo J ' i}itil i at t i htl. kh. wel an to twx Sit tY�`'''''iY a.i;t111,�4\f i01un r% to l/ qt t�3Jl l i �ttnlalitl �'v�a��it Xii1 3yi '� `a\�,aaj ti tibiU 11S t., 1 t iigli a i Q4 CNN Joe cc 1 con lC NMI iIqua �1 iv :ea k d t i Yli t uj [mtlllb a it t i lug` 1 t"`iSl�l tlt 1�t 00 Ln pyy Lf) Ln VE 1,Cf) 00 tov3iOto ��l'\ �i i ,3 11 to`'at} i '� t ' Vto 4�r 1w?) itEllun 00 a i�pv it 13it. 111 `1CO�1 91 \) 1 t, JZ ilk'\ �i X33 11ik '313 a xtn LL NOW lee- z 0-1�iati iliVi to i { a >>tilill t C71i~u�� i a+ v IA.t t� t3 ma't`�. S1"WC toit t it Lay. y � p 00 00 # bd ! 3ai3llt,"vi'i S �A � t��"�.t��l h� a ��S; i aaa ! L o Ln ewuwia 1SY l \ lir^` hill, ltd, r iv>sv11 b� Cpl 11 cc li}i 3111yh i�xi i . i tU 1 1li�iii aq �>i�t} t ii\ 1 fi t 1 it it i1 i lii ON �b iltil��l iii`\ 4 —Wm,I S ED�i LUS ➢u� uj \ a �1LLJ IUAJ w l tbi tiai 1 11� t ' t vil u'S'a`'' '' 1, 01 COc° t i ry tie✓ uv �hCEO tiuq rl MCI$ CA Chi A DO CL OLL a. y a We identified two primary geotechnical concerns in this study including shallow groundwater and expansive soil and bedrock. We believe these hazards can be mitigat- ed, but not eliminated by careful design, construction, and maintenance procedures, 1111W N I dM81111IN1161 Expansive soils and bedrock are present at this site. The presence of expansive soils and bedrock, collectively referred to as expansive or swelling soils, constitutes a geologic hazard. There is risk that ground heave or settlement will damage slabs -on - grade and foundations. The risks associated with swelling soils can be mitigated, but not eliminated by careful design, construction and maintenance procedures. We believe the recommendations in the referenced report will help control risk of foundation and/or stab damage; they will not eliminate that risk. The builder and homebuyers should understand that slabs -on -grade and, in some instances, foundations may be affected by swelling soils. Homeowner maintenance will be required to minimize this risk. We recommend the builder provide a booklet to the homebuyer that describes swelling soils and includes recommendations for care and maintenance of homes constructed on expansive soils. Colorado Geological Survey Special Publication 431 was designed to provide this information. Considering the subsurface conditions at this lot, we recommend construction of the proposed residence on a footing foundation. Footings should be designed for a maximum allowable soil pressure of 1,500 psf. Footings should be at least 16 inches in width. Column pads should be at least 20 inches square. Exterior footings should be protected from frost action with at least 3 feet of cover. It is sometimes necessary to alter the foundation design based on conditions exposed during construction. The buyer can discuss the changes, if any, with the builder. Basement and/or foundation walls and grade beams that extend below grade should be designed for lateral earth pressures where backfill is not present to about t same extent on both sides of the wall. Our experience suggests basement walls can I "'A Guide to Swelling Soils for Colorado Hornebuyers and Homeowners,' Second Edition Revised and Updated by David C. Noe, Colorado Geological Survey, Department of Natural Resources, Denver, Colorado, 2007, QUAIL HOLLOW PATIO HOMES QUAIL HOLLOW SUBDIVISION 2 LOT 1 CTL I T PROJECT NO. DN46,126-120 deflect or rotate slightly under normal design loads and that this deflection typically does not affect the structural integrity of the walls. We recommend design of the basement walls on this lot using an equivalent fluid density of at least 60 pounds per cubic foot. This value assumes slight deflection of the wall can occur, generally less than 0.5 to I percent of the wall height. Some minor cracking of the walls may occur. A drain is recommended around the entire perimeter of the lowest excavation area for this residence. In addition to a drain system, at least 4 inches of free -draining gravel should be placed below basement slabs. We recommend a vapor retarder be installed between the gravel and slab. The drain should lead to a positive gravity outlet or to a sump where water can be removed with a pump. The provision of the drain will not eliminate slab movement or prevent moist conditions in crawl spaces, The pump must be maintained by the homeowner. The concept of risk is an important aspect with any geotechnical evaluation, marily because the methods used to develop geotechnical recommendations do not comprise an exact science. We never have complete knowledge of subsurface condi- tions. Our analysis must be tempered with engineering judgment and experience. Therefore, the recommendations presented in any geotechnical evaluation should not be considered risk-free. Our recommendations represent our judgment of those measures that are necessary to increase the chances that the structure will perform satisfactorily. It is critical that all recommendations in the referenced report are followed. Homeowners must assume responsibility for maintaining the structure and use appro- priate practices regarding drainage and landscaping. fflmzffl• "M QUAIL HOLLOW PATIO HOMES QUAIL HOLLOW SUBDIVISION 3 LOT 1 CTL 9 T PROJECT NO, DN46,126-120 U 11001001WIL As a result of the Stab Performance Risk Evaluation, sites are categorized as low, mod- erate, high, or very high risk. This is a judgment of the swelling characteristics of the soils and bedrock likely to influence stab performance. the swelling characteristics of the soil and bedrock likely to influence slab performance. The rating of slab performance risk on a site as low or high is not absolute. Rather, this rating represents a judgment. Movement of slabs may occur with time in low, moderate, high, and very high risk areas as the expansive soils respond to increases in moisture content. Overall, the severity and frequency of slab damage usually is greater in high and very high rated areas. Heave of slabs -on -grade of 3 to 5 inches is not uncommon in areas rated as high or very high risk, On low and moderate risk sites, slab heave of I to 2 inches is considered normal and we believe in the majority of instances, movements of this magnitude constitute reasonable slab performance. Slabs can be affected on all sites. On lots rated as high or very high risk, there is more likelihood of need to repair, maintain or replace basement and garage floors and exterior flatwork, "'Guideline for Stab Performance Risk Evaluation and Residential Basement Floor SMte—m Recommendations' Colorado —Assxw- tion of Geotechnical Engineers, December 1996. QUAIL HOLLOW PATIO HOMES Exhibit A-1 QUAIL HOLLOW SUBDIVISION CTLIT PROJECT NO. DN46,126-120 S:1PROJECTSN4610(ADN46126-0001120\2, Reports%RION46126-120-RI d0ox risk. If homebuyers ca n tolerate movement of a slab -on -grade floor, they should select a lot where a structural floor will be constructed or request that a structurally supported floor be The homebuyer should be advised the floor slab in the basement may move and crack due to heave or settlement and that there may be maintenance costs associated during and after the builder warranty period. A buyer who chooses to finish a basement area must accept the risk of slab heave, cracking and consequential damages. Heave or settlement may require maintenance of finish details to control damage. Our experience suggests that soil moisture increases below residence sites due to covering the ground with the house and exterior flat - work, coupled with the introduction of landscape irrigation. In most cases, slab movements (if any) resulting from this change occur within three to five years. We suggest delaying finish in basements with slab -on -grade floors until at least three years after start of irrigation. It is possi- ble basement floor slab and finish work performance will be satisfactory if a basement is fin- ished earlier, particularly on low risk sites. For portions of the houses where conventional stabs -on -grade are used, we recommend the following precautions, These measures will not keep slabs -on -grade from heaving; they tend to mitigate damages due to slab heave. I Slab -on -grade floor construction should be limited to areas such as garages and basements where slab movement and cracking are acceptable to the builder and homebuyer. Z The 2006, 2009 and 2012 International Residential Code (IRC R506) states that a 4 -inch base course layer consisting of clean graded sand, gravel, crushed stone or crushed blast furnace slag shall be placed beneath below grade floors (unless the underlying soils are free -draining), along with a vapor retarder. In- stallation of the base course and vapor retarder is not common in this area. His- torically, there has been some concern that installation of clean base course could allow wetting of expansive soils to spread from an isolated source. Given the groundwater conditions at this site, we recommend the use of a vapor retard - The vapor retarder is most effective when concrete is placed directly on top of it, rather than placing a sand or gravel leveling course between the vapor retarder and the floor slab, Placement of concrete on the vapor retarder may increase the risk of shrinkage cracking and curling, Use of concrete with reduced shrinkage characteristics including minimized water content, maximized coarse aggregate content, and reasonably low slump will reduce the risk of shrinkage cracking and curling. Considerations and recommendations for the installation of vapor re- tarders below concrete slabs are outlined in Section 3.2.3 of the 2006 American Concrete Institute (ACI) Committee 302, "Guide for Concrete Floor and Slab Construction 302R-96)". QUAIL HOLLOW PATIO HOMES Exhibit A-2 QUAIL HOLLOW SUEDIV ON CTLIT PROJECT NO, DN46,126-123 S.1PROJRCTS1461001DN46126. 1!2012. RWrts\R1XDN46126-120-R1,docx IN 4Underslab plumbing should be thoroughly pressure tested during construction for leaks and be provided with flexible couplings, Gas and waterlines leading to slab - supported appliances should be constructed with flexibility. The homebuyer must maintain these connections. 5. Slab bearing partitions should be minimized. Where such partitions are neces- sary, a slip joint (or float) allowing at least 2 inches of free vertical stab movement should be used, Doorways should also be designed to allow vertical movement of stabs, To limit damage in the event of movement, sheetrock should not extend to the floor. The homebuyer should monitor partition voids and other connections and re-establish the voids before they close to less than 1/2 -inch. • Plumbing and utilities thatpass through slabs should be isolated from the stabs. Heating and air conditioning systems should be provided with flexible connec- tions capable of at least 2 inches of vertical movement so floor movement is not transmitted to the ductwork. These connections must be maintained by the homebuyer. !• •! ! a !' bt !' a# #' * .! ! "' ail• a •. ! #'a !' s Patio and porch slabs! t# and other exterior from the foundation. Movements of stabs should not be transmifted to the foun- dation, Decks are more flexible and more easily adjusted in the event of move - b Frequent control! ! b to provided # # al slabs -on -grade to duce problems associated with shrinkage cracking and curling, Panels that are sug- gest an additional joint all :.. ,. « t away ! and parallel t! foundation walls, QUAIL HOLLOW PATIO NOIRES Exhibit - QUAIL HOLLOW SUBDIVISION CT (T PROJECT" NO, DN46, 526-920 S:iPROJECTS i0DON46126,000\42Qi2. ReP0rts\R1\DN46126-120-R1,a0cx 13 heaveZ Excessive wetting of foundation soils before, during and after construction can cause or softening of foundation # • result in foundationand stab movements.#. surface drainage around the residenceand between critical to control 3The ground surface surrounding the exterior of each residence should be sioped to drain away frombuilding directions. We recommend # ' structed slope of at least 12 inches in the first 10 feet (10 percent) in landscaped areas around each residence, where practical, The recommended slope is for the soil surface slope, not surface of landscaping rock. 4, We do not view the recommendation to provide a 10 percent slope away from t foundation as an absolute. It is desirable to create this slope where practical, be cause we know that backfill will likely settle to some degree,# with su betweenficient slope, positive drainage can be maintained for most settlement condition There are many situations around a residence where a 10 percent slope cannot be achieved practically, such as around patios, at inside foundation corners, an # ' and nearby sidewalk,we believe it is desirable to establish ##^ as practical and to avoid irrigation.We believe founda- tion'# For d graded to direct drainage # the rear yard to the front,difficult to "breakachieve 10 percent slope at the high point behind the house. We believe it is ac- ceptable to use a slope of about 6 inches in the first 10 feet (5 percent) at this lo - 6. Between houses that are separated by a distance of less than 20 feet, the con- structed slope should generally be at least 10 percent to the swale used to con- vey water out of this area. For lots that are graded to drain to the front and back, we believe it is acceptable to install a slope of 5 to 8 percent at the high point #• between# QUAIL HOLLOW PATIO HOMES Exhibit B-1 QUAIL HOLLOW SUBDIVISION CTL{T PROJECT NO. ON46,126-120 SEPROJECTSN461 N46126. 1120\2. ReportskR1kDN46126.120-R1. x SMMEMM # Subject: Soils and Foundation Summary Letter Quail Hollow Subdivision Lot I Wheat Ridge, Colorado Project No. 1 146,126-120 I HOME BUYER ADVISORY Expansive soils and shallow groundwater are present at this subdivision; this results in a geologic hazard. This letter describes subsurface conditions on this lot more specifically, Prospective home buyers are strongly advised to read this letter and the referenced documents. If you do not understand the tisk(s) associated with the hazard and the important role you must accept to manage and mitigate the risk(s), we recommend you contact a competent geotechnical (soils) engineer for advice. CTL I Thompson, Inc. performed a Soils and Foundation Investigation for 12 lots within Quail Hollow Subdivision (Project No. DN46,126-120; report dated June 23, 2014)This letter presents a summary of our findings and recommendations for the subject lot. The report referenced above should be reviewed for foundation design, W W W • FI�Mwy, mo� M.#T# -90 MOMMMM-m- RMAN Mill May anwor clapicirle Delt'l-OCK neat -Ule 5TV d(A The soils that exhibit collapse are more likely west of the continental divide; however, both types of soils occur throughout the state. Ems= IN STA t risk. If homebuyers cannot tolerate movement of a slab -on -grade floor, they should select a lot where a structural floor will be constructed or request that a structurally supported floor be installed. NMI ble basement floor slab and finish work performance will be satisfactory if a basement is ished earlier, •« • low risk sites. For portions of the houses where conventional slabs -on -grade are used, we recommend the following precautions, These measures will not .• slabs -on -grade from heaving; they tend to mitigate damages due to slab heave, owwall WWTV17-a-c1751#17717ar homebuyer. 2. The 2006, 2009 and 2012 International Residential Code (IRC R506) states that a 4 -inch base course layer consisting of clean graded sand, gravel, crushed stone or crushed blast furnace slag shall be placed beneath below grade floors (unless the underlying soils are free -draining), along with a vapor retarder. In- stallation of the base course and #• •` is not common in this area, torically, there has • some • that installation ♦ clean •« • could allow wefting of expansive soils to spread from an isolated source. Given the groundwater conditions at this site, we recommend the use • a vapor retard- er. QUAIL HOLLOW PATIO HOMES Exhibit A-2 QUAIL HOLLOW SUBDIVISION CTLIT PROJECT NO. DN46,126-120 S:WROJECTS146100ADN46126LOOO112012. ReportskRI\DN46126-120-R1.docx In 4 #• .# plumbing should be thoroughly pressure tested during construction for leaks and be provided with flexible couplings. Gas and waterlines leading to slab - supported appliances should be constructed with flexibility. The homebuyer must maintain these connections, 5Slab bearing partitions should be minimized. Where such partitions are neces- sary, a slip joint (or float) allowing at least 2 inches of free vertical slab movement should be used. Doorways should also be designed to allow vertical movement of stabs. To limit damage in the event of movement, sheetrock should not extend to the floor. The homebuyer should monitor partition voids and other connections and re-establish the voids before they close to less than 1/2 -inch. 6. Plumbing and utilities that pass through slabs should be isolated from the slabs. Heating and air conditioning systems should be provided with flexible connec- tions capable of at least 2 inches of vertical movement so floor movement is not transmifted to the ductwork, These connections must be maintained by the homebuyer. 8. Patio and porch stabs without roofs and other exterior flatwork should be isolated from the foundation. Movements of stabs should not be transmitted to the foun- dation, Decks are more flexible and more easily adjusted in the event of move- ment. illffi IN F-itfgol. I WE No 001190001,0*11 11111111A61111 151011 Ill Am.11011111111111 112 11, "1"10. 111 �* i i 11 F 1, 14, 11 94, 0. K 11 '1111 QUAIL HOLLOW PATIO HOMES Exhibit A-3 QUAIL HOLLOW SUBDIVISION CTLIT PROJECT NO. DN46,126-120 S:IPROJECTS\461ODkDN46126.00OX120\2 ReP0d5\R1XDN46126-120-R1.d0Cx IN SURFACE DRAINAGE, 2, Excessive wetting of foundation soils before, during and after construction can cause heave or softening of foundation soils and result in foundation and slab movements. Proper surface drainage around the residence and between lots is critical to control wetting. 3. The ground surface surrounding the exterior of each residence should be sloped to drain away from the building in all directions, We recommend a minimum con- structed slope of at least 12 inches in the first 10 feet (10 percent) in landscaped areas around each residence, where practical. The recommended slope is for the soil surface slope, not surface of landscaping rock. 4. We do not view the recommendation to provide a 10 percent slope away fftrom t foundation as an absolute. It is desirable to create this slope where practical, be cause we know that backfill will likely settle to some degree. By starting with su ficient slope, positive drainage can be maintained for most settlement condition There are many situations around a residence where a 10 percent slope cannot be achieved practically, such as around patios, at inside foundation comers, an between a house and nearby sidewalk. In these areas, we believe it is desirabl to establish as much slope as practical and to avoid irrigation. We believe it is acceptable to use a slope on the order of 5 percent perpendicular to the founda tion in these limited areas. 5. -For lots graded to direct drainage from the rear yard to the front, it is difficult to achieve 10 percent slope at the high point behind the house. We believe it is ac- ceptable to use a slope of about 6 inches in the first 10 feet (5 percent) at this lo- cation. 6. Between houses that are separated by a distance of less than 20 feet, the con- structed slope should generally be at least 10 percent to the swale used to con- vey water out of this area, For lots that are graded to drain to the front and back, we believe it is acceptable to install a slope of 5 to 8 percent at the high point (aka "break point") between houses. QUAIL HOLLOW PATIO HOMES Exhibit B-1 QUAIL HOLLOW SUBDIVISION CTLIT PROJECT NO, DN46,126-120 S:\PROJECTSX46100IDN46126,OOOkl2OV, ReporWRION46126-120-R1 dDcx Is 7Construction of retaining walls and decks adjacent to the residence should not al- ter the recommended slopes and surface drainage around the residence, Ground surface under the deck should be compacted and slope away from the resi- dence. A 10 -mil plastic sheeting and landscaping rock is recommended above the ground under the decks to reduce water dripping from the deck causing soil erosion and/or forming depressions under the deck. The plastic sheeting should direct water away from the residence. Retaining walls should not flatten the Sur- face drainage around the residence and block or impede the surface runoff. 9Swales used to convey water across yards and between houses should be — sloped so that water moves quickly and does not pond for extended periods of time. We suggest minimum slopes of about 2 to 2.5 percent in grassed areas and about 2 percent where landscaping rock or other materials are present. If slopes less than about 2 percent are necessary, concrete -lined channels or plastic pipe should be used. Fence posts, trees, and retaining walls should not impede the runoff in the swale. M Roof downspouts and drains should discharge well beyond the limits of all back- fillSplash blocks and/or extensions should be provided at all downspouts so wa- ter discharges onto the ground beyond the backfill. We generally recommend against burial of downspout discharge. Where it is necessary to bury downspout discharge, solid, rigid pipe should be used and it should slope to an open gravity outlet. Downspout extensions, splash blocks and buried outlets must be main- tained by the homeowner. 11. The importance of proper homeowner irrigation practices cannot be over- emphasized. Irrigation should be limited to the minimum amount sufficient to maintain vegetation-, application of more water will increase likelihood of stab and foundation movements, Landscaping should be carefully designed and main- tained to minimize irrigation. Plants placed close to foundation walls should be limited to those with low moisture requirements. Irrigated grass should not be lo- cated within 5 feet of the foundation, Sprinklers should not discharge within 5 feet of foundations. 12. Plastic sheeting should not be placed beneath landscaped areas adjacent to foundation walls or grade beams. »s »» fabric will inhibit weed growth yet still allow natural evaporation to occur. I 11 The design and construction criteria for foundations and floor system alternatives were compiled with the expectation that all other recommendations presented in this report related to surface and subsurface drainage, landscaping irrigation, backfill compaction, etc, will be incorporated into the project. It is critical that all recommendations in this report are followed, QUAIL HOLLOW PATIO HOMES Exhibit - QUAIL HOLLOW SUBDIVISION CTLIT PROJECT NO, DN46,126-120 S:%PROJECTS�46100\DN46126.00MI20V. ReportARION46126-120-Rl.docx 0 c� � m Quail Hollow Patio HomesExpansive o Creekside Communities soils and shallow groundwater are present at this subdivisio this "Its in a geologic h ° d. T)tas 6143 p Willow Drive, Suite 300 letter describes subsurface conditions on this lot more, rep -n tPod Village, Colored801,11 specifically, Prospective haeme buyers are strong1Y advised to rend this letter and the regtrenvcrl docursents, tl J t' Soils an4flflndatign Summary I•- tt r If you do not understated the visk(s) associated with the Quail Hollow SuOdivision hazard and toe Important role you must accept to manap Lot and mitigate . r sk,(s), we reconnuand you contact a Wheat Ridge, Colorado eoanpetent geotechnical (soils) engineer for advice, Project No. l ,1 -1 t Mill#. R t.. p R # rel -111 M Uft "T' W04010 AvOn"O I Nnv6f, 0,610 l I ? 1 : 343 Filu 3436~4453 We identified two primary geotpchnical concerns in this study includi groundwaterandovansi r f r ! be #. ed, but not eliminated by paieful design, constrq0ion, and mo!ntsnamoo proqe0uM4. Ba"Mont and/or fe4n0ation walls and grado O"M4 that extend Wlpw groO should be designed for lateral POO pressures whero l;l4qkMl is not p n to b th some extent on Opth sides of the Wall, 0—urq*pPr!0P(* suggests 0asement w oils can "A wide to drag Solis for Colorado Hornebuyefs and Ho wners," second Edt#lon Revised and tlpdateeR by DwAd C. Noe, Colorado Geological Seuvey, pelaartment of Natural Resources, Cleaver, Colorado, 2007. QUAK. HOLLOW PATIO HOMES QUML HOLLOWSU18DIVISION . LOT CTL I T PROJECT NO, DN46,.126-620 QUAIL MALLOW PATIO HgMqp QUAIL HOLLOW SUSDIVI$ION LAT i. ATL ! T PROJECT NO, DN46,126-120 114XIO S'49 CF� Both # 2 010 4'34 CFM �50 Quail Ct Manual D Plan 7017-' ainlevel 3350 Quail Ct Cot I Plan 701 A HVAC Load Calculations for Creekaide Communities gilt B Bellevievr Ave, Suite 250 Eng1wood, CCS Bt RHVAC RH"VA'DC%1N,*`&"V* Prepared By: Steve Brtunek B&B Heating And Air Conditioning Inc. 4892 Marshall St Wheat midge, CO. 80028 303-423-7905 Wednesday, march 30, 2016 1' hvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per RCCA Manual J 8th Edition, Version 2, and RCCA Manual D. Designed By: Project D. Client Name: Client Address: Client City: Client Phone: Client E -Mail Address: Company Name: Company Address: Company City: Company Phone: Company Faxl "'cwti "Wi 1'4' 3350 Quail Ct Lot I Plan 701 A M -A Architects 1-28-2013 Creekside Communities 7901 E Belleview Ave, Suite 250 Englwood, CO 80011 303-449-8689 Steve Bartunek 4892 Marshall St Wheat Ridge, CO, 80023 303-423-7905 303-431-6523 steve@bbheating.com www.bbheating.com Reference City: Denver, Colorado Building Orientation: Front door faces South Daily Temperature Range: High Latitude: 39 Degrees Elevation: 0 ft. Altitude Factor: 1,000 Outdoor Outdoor Outdoor Indoor Indoor Grains Do -aa Winter: 1 WAt3sk ReLHUM RCLHM 021 n/a n/a VUBMW 72 Diffff-el= n/a Summer: 91 59 11% 50% 75 -41 Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.393 Square ft, of Room Area: 3,559 Square ft. Per Ton- 1,245 Volume (ft') of Cond. Space: 33,845 Total Heating Required Including Ventilation Air: 44,454 Btuh 44.454 MBH Total Sensible Gain: 25,718 Btuh 100 % Total Latent Gain: -305 Btuh 0 % Total Cooling Required Including Ventilation Air: 25,718 Btuh 2.14 Tons (Based On Sensible + Latent) 2.86 Tons (Based On 75% Sensible Capacity) mig; i! in i ii iii I i i, 11 iiii; 'I'limi i i! ii'i NFAUM i'li; ii! iffiffid Rhvac is an ACCA approved Manual J and Manual D computer program, Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturees performance data at your design conditions. Summer: 91 59 11% 50% 75 -41,14 MainTrunkROM$ Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0,01000 Pressure Drop: 0,1000 in.wg./I 00 ft, 0A000 in.wg JI 00 k Minimum Velocity: 650 ft./min 300 ft./min Maximum Velocity: 1500 ft,/min 750 fL/min Minimum Height: 5 in. 0 in. Maximum Height: 12 in. 0 in. Wdu Infiltration Specified: 0.275 AC/hr 0A30 AC/hr 145 CFM 69 CFM Infiltration Actual: 0.276 AC/hr 0A33 AC/hr Above Grade Volume: X--317... Cu'k X--3j_M Cu.ft' 8,752 u.ft./hr 4,218 Cu,ft,/hr Total Building Infiltration, X-Dalfiz 146 CFM X_=ff 70 CFM Total Building Ventilation: 0 CFM 0 CFM —System I— Infiltration & Ventilation Sensible Gain Multiplier. 17.60 = (I 10 X 1.000 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -2798 = (0.68 X I 000 X -41.14 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 78,10 = (1,10 X 1,000 X 71 .00 Winter Temp, Difference) Winter Infiltration Specified: 0.250 AC/hr (132 CFM), Construction: Semi -Tight, Fireplaces: 1, 13 CFM, Semi -Tight Summer Infiltration Specified.0, 130 AC/hr (69 CFM), Construction: Semi -Tight C:\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701.rh9 Wednesday, March 30,2016, 1:00 PM Nef Rec .°. Sen late Not, Sen[w Kaci Soope Ton Ton' !%n' Aresd Gain G 6n� Gain; LossHtq 'AccCFM CFM CFM; Blue Building 2.14 2.86 1,245 3,559 25,718 -305 25,718 44,454 1,410 1,400 1,400 stem 1 214 2.86 1,246 8,659 25,799 6 26,739 44,464 1,409 1,400 1,400 2012 Zone 1 3,559 25,718 -3035 25,798 44,454 1,4001 1,,4033 1,400 24x12 1 -Basement Rec Room 664 3,276 -218 3,278 5,667 178 178 878 2-56 2 -Bedroom # 3 163 848 -134 848 3,060 96 46 46 1--5 3-Baerment Bath 67 37 -19 37 454 14 - 2 2 1-4 4-Bedroorn # 4 168 771 -95 771 2.323 73 42 42 1-5 5- rartaiepace 692 516 -223 516 4,132 1301 ,28 28 1_4 6 -Master Bedroom 218 2,569 -194 2,669 4,708 148 146 145 2-6 7 -Ni Bath 124 1,101 -61 9,101 1,466 46 O 601 1_5 8_W,Lc. 86 391 -32 391 792 22 21 21 1--4 9 -Study 186 3,0318 -90 3,018 1,955 62 164 164 2-,6 1O -Bath # 2 81 4011 --61 4011 9,070 34 22 22 1-4 11 -Bedroom # 2' 197 1,212 -238 1,212 4,183 132 56 66 1.6 12 -Foyer 94 395 -54 395 1,553 49 21 21 1-4 13-Dinnonp Room 223 2,185 252 2.437 3,330 105 119 119 2-.5 14 -Laundry 88 938 -88 938 1,941 61 051 51 1_5 15 -Kitchen 123 4.1101 1,211 5,321 878 28 224 224 1_„8 16 -Nook 121 2,759 -162 2.,759 4,077 128 ISO 150 2_-6 17 -Great Room 262 1,089 -99 1,089 2,945 93 5 : 59 1•-5 Room or souroe Minimum Mludmurn Rough_ Desigr Duct Name Velocity, Velocity Factor' UlOt System I Supply Runouts Zone I 1 -Basement Rec Room Built-in 300 750 0 OA 2 -Bedroom # 3 Built-in 300 750 0 0.1 3-Basment Bath Built-in 300 750 0 01 4 -Bedroom # 4 Built-in 300 750 0 OA 5-Crawispace Built-in 300 750 0 OA 6 -Master Bedroom Built -In 300 750 0 0'1 1 7-M Bath Built-in 300 750 0 01 ti-wl'C' Built-in 300 750 0 0.9 9 -Study Built-in 300 750 0 0.4 IO -Bath # 2 Built-in 300 750 0 O'l 11 -Bedroom # 2 Buift-In 300 750 0 0.1 12 -Foyer Built-in 300 750 0 0.1 13 -Dinning Room Built -In 300 750 0 01 14 -Laundry Built-in 300 750 0 01 16 -Kitchen Built -In 300 750 0 0.1 16 -Nook Built-in 300 750 0 OA 17 -Great Room Built-in 300 750 0 OA Other Ducts In System I SU 0 OA Summa System I beating Flow: 1400 rM 178 2_6 46 1_5 2 1-4 42 1_5 28 1-4 145 2-6 60 1-- 21 -21 1-4 164 2-6 22 1-4 66 1-6 21 1-4 119 2-5 51 1-5 224 I__8 ISO 2- 6 59 1-5 A4A-6-d: Glazing -High Performance. Sliding Glass 3871 8,799 0 10,622 10,622 e=0.05 on surface 2 any frame, u -value 0.32, SHGC 032 4A -6-o: Glazing -Double pane low e (e = 0,20 or less), 282 661 0 330 330 high performance, operable window, e=0.05 on surface 2, any frame, u -value 0,33, SHGC 033 4A -6-d: Glazing -Double pane low -e (a = 0.20 or less), 52 1,181 0 591 591 high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.32, SHGC 032 11G. Door -Wood - Panel 37.8 1,450 0 450 450 15AI 5-Oocw-2: Wall -Basement, , framing with R-15 sill to 9671 5,845 0 536 536 floor in 2 x 4 cavity, open core, no board insulation, plus interior finish, wood studs, 2` floor depth Blanket 2: Wall -Frame, Custom, R-19 White VynI Blanket 384.6 1,857 0 350 360 Insulation 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 1767A 8,110 0 1,295 1,295 cavity, no board insulation, siding finish, wood studs 12E-2sw: Wall -Frame, R-19 insulation in 2 x 6 stud 6.5 29 0 5 5 cavity, R-2 board insulation, siding finish, wood studs 16D-50: Roof/Ceiling-Under Attie with Insulation on Attic 1744.7 2,477 0 908 908 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-50 insulation 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 86 159 0 103 103 Floor (also use for Knee Walls and Partition Ceilings), Vented Ate, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21A-32: Floor -Basement, Concrete slab, any thickness, 2 1754.8 2,492 0 0 0 or more feet below grade, no insulation below floor, any floor ca rshortest side of floor slab is 32'_wide Subtotals for structure 33,060 0 15,190 15,190 People: 4 800 920 1,720 Equipment: 862 7,092 7,954 Lighting. 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 146, Summer CFM: 70 11,394 -1,967 1,237 -730 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM: 15, Summer CFM: 15 AED Excursion: 0 0 1,2L9 Total Building Load Totals: 44,454 -305 25,718 25,413 C:\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701 rh9 Wednesday, March 30,2016, 1:00 PM CAPrograrn Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701 rh9 Wednesday, March 0, 2016x, 1:00 PM [Bq#ftg Pie Chatt Floor 6% Roof 6% Glass 24% Equipment 30% t lNI u�vvvvu I /'v Door 2% CAProgram Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701 A9 Wednesday, March 30, 016, 1:00 PM Stereo 375 0 100 100 375 0 Color television 683 0 100 100 683 0 Computer and monitor 1536 0 35 100 538 0 RM L111t wl=111111�11�11�111 qI111,11L wri 1596 0 7 -77 7 Calculation Mode- Htg, & c1g. Occurrences: I Room Length: 664,1 ft. System Number: 1 Room Width- 1,0 ft, Zone Number: I Area: 664,0 sq,ft. Supply Air: 178 CFM Ceiling Height: 9.0 ft, Supply Air Changes: 1.8 AC/hr Volume: 6,977.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 2 Actual Winter Vent,: 0 CFM Runout Air: 89 CFM Percent of Supply,: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 454 ft./min. Percent of Supply" 0 % Runout Air Velocity: 454 ft./min. Actual Winter lnfil,: 16 CFM Actual Loss: 0A33 in.wg./100 ft, Actual Summer Infil.: 8 CFM Nt%-#w E -Wall- I 5A1 5-Oocw-2 5.2 X 0.8 19 0.066 43 18 0.0 0 0 N -Wall- 1 5A I 6-0ocw-2 14,1 X 9 127 0M6 6,1 771 0.6 0 72 W -Wall- I 5AI 5-0ocw-2 25.3 X 9 195.4 0M6 U 1,174 0.5 0 106 W -GIs-A4A-6-d shgc-0.32 O%S 16 0.320 22.7 364 35.4 0 566 W -GIs-A4A-6-d shgo-0.32 O%S 16 0.320 221 364 35,4 0 566 Floor -21A-32 I X664.1 664A 0M0 1 A 943 0.0 0 Subtotals for Structure: 4,405 0 1,382 Infil.: Win,: 16,2, Sum.- 7.8 375 3.361 1,262 0.365 -218 137 AFC) Excursion: 163 Equip ----------------- 0-1-11— _1 pq Room Totals* 5,667 -218 3,278 Stereo 375 0 100 100 375 0 Color television 683 0 100 100 683 0 Computer and monitor 1536 0 35 100 538 0 RM L111t wl=111111�11�11�111 qI111,11L wri 1596 0 Room Length: 1611 ft, System Number: 1 Room Width: 1'0 ft. Zone Number: I Area: 1610 sq,ft, Supply Air: 46 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 1,468,0 cu.ft. Req. Vent, Cig: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Runout Air: 46 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 339 Umin. Percent of Supply: 0 % Runout Air Velocity: 339 ft./min, Actual Winter Infil.: 10 CFM Actual Loss: 0.096 in.wg./I 00 ft, Actual Summer Infil..' 5 CFM L E -Wall- I 5AI 5-Oocw-2 12.8 X 9 99,2 0.066 6.0 596 0.5 0 54 N -Wall- I 5A1 5-Oocw-2 3 X 9 26.6 0.066 6.9 161 0,6 0 15 W -Wall-1 5AI 5-Oocw-2 5.9 X 9 53,2 0,066 6.1 323 0.6 0 30 E -GIs-A4A-6-d shgc-0.32 O%S 16 0.320 22.7 364 35.4 0 566 Floor -21A-32 I X 163.1 163A O020 1.4 232 00 0 0 Subtotals for Structure: 2,286 0 722 lnfil,, Win,: 9.9, Sum,: 4.8 230 3,359 774 0.365 -134 84 Ali Excursion: 4 Room Totals- 3,060 -134 848 C:\Program Files0ite\Rhvac 9\Projects�Creekside Homes Plan 701 rh9 Wednesday, March 30, 2016, 1 -00 PM C:kProgram Files\Eiite\Rhvac 9\Projects�Creekside Homes Plan 701.rh9 Wednesday, March 31x1, 2016, 1:00 PM 8 & B Heating and AIC Inc, Elite Software Developm"tt Inc. 3350 Quail Ct Lot I Plan 701 A [Detailed Room LoadsBasment BatkMverpgq dure L,oad Proce 7717-� Calculation Mode: Htg. & c1g, Occurrences: Room Length 67.1 ft. System Number, Room Width: 1,0 ft, Zone Number: Area. 67.0 sq.ft, Supply Air: 2 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.2 AC/hr Volume, 604,0 cu.ft. Req. Vent. Clg, 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air, 2 CFM Percent of Supply., 0 % Runout Duct Size, 4 in. Actual Summer Vent.* 0 CFM Runout Air Velocity'. 23 ft./min. Percent of Supply: 0 % Runout Air Velocity: 23 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.001 in,wg ./100 ft, Actual Summer In l.: I CFM E - Floor -2I A-32 I X 67 1 67.1 0.020 1A 95 U 0 0 Subtotals for Structure: 346 0 23 Infil.: Wn.: 1 .4, Sum.: 0.7 32 3.352 108 0,372 -19 12 AE D Excursion: 2 Room Totals: 454 -19 37 C:kProgram Files\Eiite\Rhvac 9\Projects�Creekside Homes Plan 701.rh9 Wednesday, March 31x1, 2016, 1:00 PM Room Length: 168.4 ft, System Number: 1 Room Width: 1.0 it. Zone Number: 1 Area: 168.0 sq.ft, Supply Air: 42 CFM Ceiling Height: 9e0 ft. Supply Air Changes: 1.7 AC/hr Volume: 1,516,0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Runout Air: 42 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in, Actual Summer Vent,- 0 CFM Runout Air Velocity: 308 ft./min. Percent of Supply: 0 % Runout Air Velocity: 308 ft./min. Actual Winter Ink: 7 CFM Actual Loss: 0.080 in.wg,/l 00 ft, Actual Summer lnfil.: 3 CFM T" .. . . . . . . . . . . . . . . . . . . . . . . . E -Mall-1 Al55-Oocw-2 12.1 X 9 93.3 O.066 6:0 560 U 0 50 S -Wall- I 5AI 5-Oocw-2 11.2 X 9 100.4 0.066 61 610 0.6 0 57 E -GIs-A4A-6-d shgc-0,32 O%S 16 0.320 22.7 364 35.4 0 566 Floor -21A-32 I X 168,4 168A O020 1.4 239 0.0 0 0 Subtotals for Structure- 1,773 0 673 Infil.: Win.: 7.0, Sum.: 3.4 164 3,363 550 0.367 -95 60 1 AD Excursion: 38 Room Totals: 2,323 -95 771 C:\Program Files\Elite\Rhvac 9\ProjectsXCreekside Homes Plan 701.rh9 Wednesday, March 30, 2016, 1 -00 PM k6vic aslctantlat & Light Commercial HVAC Loads pe Elite software Development, Inc, S & 8 Heating and AtC Inc, 3360 Quail Ct Lot I Plan 701 A 77 77 7 '77777 :-711"'111" _j Calculation Mode, Htg. & c1g. is urrences, Room Length, 692.1 ft. System Number: Room Width. Area: 692.0 sq.ft. Supply Air: 28 CFI Ceiling Height: 9,0 ft. Supply Air Changes: 0,3 AC/hr Volume: 6,229.0 cu,ft, Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent. 0 CFM Runout Air* 28 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in, Actual Summer Vent,: 0 CFM Runout Air Velocity: 322 Urnin. Percent of Supply: 0 % Runout Air Velocity, 322 ft./min, Actual Winter lnfil,-. 17 CFM Actual Loss, 0.119 in.wg./100 ft. Actual Summer lnfil,: 8 CFM S -Wall-Blanket 2 10.8 X 4 413 0,068 4,8 209 0.9 0 39 W -Wall-Blanket 2 2.6 X 4 10,5 0,068 4,8 51 0,9 0 10 S -Wall-Blanket 2 4,9 X 4 191 0.068 4.8 95 0.9 0 18 E -Wall-Blanket 2 6 X 4 219 0.068 4.8 115 0.9 0 22 E -Wall-Blanket 2 12.7 X 4 50.9 0,068 4.8 246 0.9 0 46 S -Wall-Blanket 2 15.4 X 4 611 0.068 4.8 298 0.9 0 56 W -Wall-Blanket 2 31.8 X 4 127,3 0,068 4,8 615 0.9 0 116 Floor-21A-32 I X 692.1 6921 0.020 14 983 0`0 0 0 Subtotals for Structure: 2,840 0 350 Infil.: Win... 16.5, Sum,: 8.0 385 3360 1,292 0.364 -223 140 AED Excursion: Room Totals: 4,132 -223 516 C:\Program Files\Elite\Rhvae 9\Projects�Creekside Homes Plan 701,rh9 Wednesday, March 30,2016, 1:00 PM C'\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701.rh9 Wednesday, March 30,2016, 1:00 PM 13 8 Heating and A/C Inc. 3350 Quad Ct Lot I Plan 701 A .!q-dure L—Detailed Room Loads - Room 6 - Master Bedroom jAverage Load Proc rc 71 Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 2181 ft. System Number: I Room Width: 1.0 ft, Zone Number: I Area: 218.0 sq.ft, Supply Air- 145 CFM Ceiling Height: 10.0 ft. Supply Air Changes- 4,0 AC/hr Volume- 2,181,0 cu,ft, Req, Vent, Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 73 CFM Percent of Supply,, 0 % Runout Duct Size: 6 in. Actual Summer Vent,: 0 CFM Runout Air Velocity: 370 ft./min, Percent of Supply: 0 % Runout Air Velocity: 370 ft,/min, Actual Winter Infil.: 14 CFM Actual Loss: 0,089 in wg,/l 00 ft. Actual Summer Infil.: 7 CFM NW-Wall- 1 2F-0sw 2,6 X 10 13,6 0.065 4,6 63 0.7 0 10 N -Wall-12F-0sw 7,9 X 10 40:6 0.065 4,6 187 01 0 30 NE-Wall-I 2F-Osw 2.4 X 10 111 0.065 4.6 54 01 0 9 N -Wall- I 2F-Osw 1.6 X 10 16.4 0.065 4.6 76 07 0 12 E -Wall-12F-0sw 5,2 X 10 52.5 0.065 4,6 242 03 0 39 W -Wall- I 2F-Osw 121 X 10 91A 0.065 4.6 422 0,7 0 67 NW-GIs-A4A-6-d shgo-0.32 O%S 12 0,320 227 273 25,1 0 301 N -GIs-4A-6-o shge-0,33 I 00%S 28.2 0,330 23.4 661 11.7 0 330 N -GIs-A4A-6-d shgc-0,32 1 00%S 10 0.320 221 228 11.4 0 114 NE-Gls-A4A-6-d shgc-0.32 O%S 12 0.320 22.7 273 25.1 0 301 W -GIs-A4A-6-d shge-0,32 O%S 15 0.320 22.7 341 35.4 0 531 W -GIs-A4A-6-d shgc-0,32 O%S 15 0.320 22.7 341 35.4 0 531 UP-Ceii-16D-50 243,9 X 1 2419 0.020 1A 346 0.5 0 127 Subtotals for Structure: 3,583 0 2,414 Infil.: Win,14.4, Sum.- 6.9 335 3,360 1,125 0.364 -194 122 A Excursion: — ---- 133 Room Totals: 4,708 -194 2,669 C'\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701.rh9 Wednesday, March 30,2016, 1:00 PM � Calculation Mode: H#. �( t�ccurren s: '� Room Length: 124.0 ft. System plumber: 1 Room Width. 1.0 ft. Zone Plumber: 1 Area: 124.0 sq.ft, Supply Air: 60 CPM Ceiling Height: 10.0 ft. Supply Air Changes, 2,9 AC/hr Volume. 1,240.0 cu.ft.. Req. Vent. Clg. 0 CPM Plumber of Registers. 1 Actual Winter Vent., 0 CFM Runout Air, 60 CFM Percent of Supply.. 0 Runout duct Size. 5 in. Actual Summer Vent.. 0 CFM Runout Air Velocity: 439 ft./rain. Percent of Supply: 0 ` Runout Air Velocity: 439 ft./min. Actual Winter Infil.: 5 CPM Actual toss: 0.160 in.wg./100 ft. Actual Summer Infil.: 2 CFM �y77777 -11777""'1 w ' �� 777( Oil X80 ' ` W -Wall- I 2F-Osw10. 5 X 10 0.065 4.6 369 0.7 0 59 W-GIs-A4A-6-d she -0,32 O%S 25 0.320 22.7 565 35.4 0 635 UP Ceil-1 6D-50 124 X. 1_ _..._.. µ._ ._124 ., U20 �.m. 1.;A �W17 - 0.5 ,. _.,_w,.--64 Subtotals for Structure.. 1,113 0 1,003 Infil.: Win.. 4.5, Sum.. 2.2 105 3.362 353 0.362 -61 38 AED Excursion: Room Totals" 1,466 -61 1,101 C,\Program Files\,Elite\Rhvac 9\Projects\Creekside Homes Plan 701.rh9 Wednesday, March 30, 2016, 1 -00 PM Room Length* 1 5A ft, System Number: 1 Room Width:' 5,6 ft. Zone Number: 1 Area: 86.0 sqK Supply Air: 21 CFM Ceiling Height: 10.0 ft. Supply Air Changes, 1,5 AC/hr Volume: 860,0 cu,. Req, Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.., 0 CFM Runout Air: 21 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 244 ft./min. Percent of Supply: 0 % Runout Air Velocity: 244 ft./min, Actual Winter In l.: 2 CFM Actual Loss: 0.069 inwg,/l 00 ft, Actual Summer Infil.: 1 CFM tln W -Wall-12F Oswr 5 6 10 46.6 0,065 4,6 230 0,7 0 37 W -GIs-A4A-6-d shgc-0.32 OTS 6 0,320 223 136 35.3 0 212 UP-Ceil-16B-38 86 X 1 86 0.026 1.8 159 1.2 0 103 Subtotals for Structure: 525 0 352 In l,: Win.: 2.4, Sum.: 1.2 56 3.351 187 0.358 -32 20 AED Excursion: 9 Room Totals: 712 -32 391 C:\Program Files\Elite\Rhvae 9\Projects\Creekside Homes Plan 701.rh9 Wednesday, March 30, 2016, 1:00 PM CAProgram Files\Elite\Rhvac 9\ProjectskCreekside Homes Plan 701 A9 Wednesday, March 30,2016, 1:00 PM ##r" «1 #.„MTM "• • "fir � r^• MM f.. .. dOR ae - 11111 y yyY, 0,065 -Wall-1RN 20.50.065 r 1. r 07 15 1 sw ��yy 0.065 # yf 61 Subtotals o1,078 r "# 57 Excursion:AED 1 r Room Totals:# r 0 3,018 Computer and monitor 1636 0 35 100 538 0 Color televis« 683 ! 100 100 683 f Laser printer 512 f 100 100 512 f Total CAProgram Files\Elite\Rhvac 9\ProjectskCreekside Homes Plan 701 A9 Wednesday, March 30,2016, 1:00 PM Elite 501 _µ DevOIOPMeOt, to :I, lasting' aria ins, 3350 Quail Ct Lot I Plan 701 A Cl Calculation Mode, Htg. & cig. Occurrences: 1 Room Length: 15.4 ft. System Number: I Room Width: 5,3 k Zone Number: I Area, 81.0 sq,ft. Supply Air: 22 CFM Ceiling Height: 10.0 ft. Supply Air Changes: lZ AC/hr Volume: 810,0 cu -ft- Req, Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 22 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity" 250 ft./min, Percent of Supply, 0 % Runout Air Velocity: 250 it./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.073 in.wg,/l 00 ft, Actual Summer Infil.: 2 CFM W -Wall-12F-Osw 5.2 X 10 46 0,065 4.6 213 0.7 0 34 W -GIs-A4A-6-d shgc-0,32 O%S 6.5 0.320 22.7 147 35.3 0 228 EJP Coil I X 1 81 O 020 IA 115 0.5 0 42 Subtotals for Structure, 717 0 343 Infil,- Win.: 4.5, Sum-, 2,2 105 3,362 353 0,362 -61 38 AD Excursion: 20 Room Totals: 1,070 -61 401 C:\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701.rh9 Wednesday, March 30,2016, 1:00 PM Room Length- 15.4 ft, System Number.- I OY Room Width: 12.8 ft, Zone Number: I 4.6 Area: 197.0 sq.ft. Supply Air- 66 CFM Ceiling Height- 10.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 1,974.0 cu.ft, Req. Vent. Clg: 0 CFM Number of Registers: I UP- Ceii-16D-50 197A X 1 Actual Winter Vent,: 0 CFM Runout Air: 66 CFM Percent of Supply.: 0 % Runout Duct Size- 6 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 336 ft./min. Percent of Supply: 0 % Runout Air Velocity- 336 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.073 in wg./I 00 it. Actual Summer Infil.: 9 CFM S -Wall- I 2F-Osw 15.4 X 10 119.3 0,065 4.6 551 OY 0 88 W -Wall-I 2F-Osw 12.8 X 10 128 0,065 4.6 591 03 0 94 S -GIs-A4A-6-d shge-0.32 O%S 18 0.320 22.7 409 17,9 0 322 S -GIs-A4A-6-hgc-0.32 O%S 16,9 0.320 221 383 17.9 0 301 UP- Ceii-16D-50 197A X 1 197.4 0,020 IA 280 0.5 0 103 Subtotals for Structuw 2,805 0 1,002 Infil.: Win.; 17.6, Sum,: 8.5 410 3.359 1,378 0,366 -238 150 AED Excursion: 60 Room Totals: 4,183 -238 1,212 C:\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701,rh9 Wednesday, March 30,2016, 1-00 PM Room Length: 4.9 ft, System Number: I Room Width., 19.0 ft. Zone Number, I Area: 94.0 sq.ft. Supply Air: 21 CFM Ceiling Height: 1 U ft. Supply Air Changes: 1.4 AC/hr Volume: 936.0 cu.ft. Req. Vent, Clg: 0 CFM Number of Registers: 1 Actual Winter Vent., 0 CFM Runout Air: 21 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 246 ft./ in. Percent of Supply: 0 % Runout Air Velocity: 246 ft,/min. Actual Winter Infil.: 4 CFM Actual Loss-, 0.071 in.wg,/l 00 ft. Actual Summer Infil.: 2 CFM S -Wall-12 S -boor-11f3 3 X 67 20 O540 38,3 767 11.9 0 238 UPC efl-16D-50 933 X 1 937 0.020 IA 133 5 0 — Subtotals for Structure: 1,239 0 341 Infil.: Win.: 4.0, Sum.: 1.9 93 3.359 314 0364 54 34 AEC} Excursion: 2 Room Totals: 1,553 -54 395 C:\Program Files\Elite\Rhvae 9\Projects\Creekside Homes Plan 701.rh9 Wednesday, March 30,2016, 1:00 PM I CAProgram Files\Elite\Rhvac 9kProjects\Creekside Homes Plan 701 rh9 Wednesday, March 30,2016, 1:00 PM -Wall -I 2F-Osw 11 8X10 8 iP 4Z i,: • e 7 X 10 &60.065 w.' •. x' 64 0,7 0 .# 2F-Osw 2 6 X i! 21 l is ly. shgc-0.32 O%S 12 y•. 0320 22,7 273 30A 0 361 UP-Ceii-16D-50 222.9 X I 2229 O020 IA 316 0.5 0—" 116, SubtotalsSE-GIs-A4A-6-d for 472 0 1,5230.364 it • • • s.' a W 93 A *#y Room Totals: I CAProgram Files\Elite\Rhvac 9kProjects\Creekside Homes Plan 701 rh9 Wednesday, March 30,2016, 1:00 PM Room Length: 11.2 ft. System Number: 1 Room Width: 7.9 ft. Zone Number: I Area: 88.0 sqK Supply Air: 51 CFM Ceiling Height: 10.0 ft, Supply Air Changes: 3.5 AC/hr Volume: 879,0 cu.ft. Req. Vent, Cig: 0 CFM Number of Registers, I Actual Winter Vent.: 0 CFM Runout Air: 51 CFM Percent of Supply,: 0 % Runout Duct Size, 5 in. Actual Summer Vent.* 0 CFM Runout Air Velocity: 374 ft,/min. Percent of Supply: 0 % Runout Air Velocity" 374 ft./ in. Actual Winter Infil.: 7 CFM Actual Loss'. 0A17 in.wg ./100 ft, Actual Summer Infil.: 3 CFM E -WallV-I#PF- S -Wall-12F-Osw 11.2 X 8 89.3 0.065 4.6 412 07 0 66 E -Door-11 G 27 X 67 17.8 0.540 38,3 683 11.9 0 212 UP-Ceil-16D,50 117,9 X 1 87 0.020 n. 1A 125 M H~ 5m. 0 46 Subtotals for Structure: 1,429 0 357 Infil,: Win.: 6.6, Sum.: 3.2 152 3.361 512 0368 -88 56 AED Excursion: 47 Eggipmerit: 0 478 Room Totals: 1,941 -88 938 I NOW& percent to space Total 1707 0 50 50 427 0 478 0 C:kProgram Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701,rh9 Wednesday, March 30,2016, 1:00 PM Room Length: Room Width: Area, Ceiling Height: Volume: Uxm4tr *f Ka-gisters: Runout Air, Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: 11,2 ft, 11,0 ft. 123.0 sq.fL 10.0 ft. 1,230.0 cu,ft. 1 AC/hr 224 CFM 8 in, 641 ft./ in. 641 ft./min. 0,177 in.wg./lOOft, System Number: I 0te5 0 Zone Number: I 582 Supply Air: 224 CFM Supply Air Changes- 10.9 AC/hr Req. Vent. C19: 0 CFM Actual Winter Vent.: 0 CFM Percent of Supply,- 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 2 CFM UP-Ceii-16D-50 122,9 X:? 122,9 0x020 ry 14 175 0te5 0 64 Subtotals for Structure: 582 0 129 Infil.: Win.: 3.8, Sum., 1.8 88 3,358 296 0.363 -51 32 AED Excursion: 0 four burners on high heat 204 People: 200 lat/per, 230 sen/pec 2 400 460 Eq4Meqt: w.862 Microwave 4949 3285 Room Totals: 878 1,211 4,110 Dishwasher 4096 1433 100 25 1024 358 Cooking range with hood - 0 0 50 25 0 0 four burners on high heat Microwave 4949 1732 75 25 928 325 Refrigerator or freezer -16 1000 0 100 100 1000 0 cubic feet Total 3285 862 II!I !IIII pill, !IIIIIII C -\Program Files\Elite\Rhvac 9\Projects\Creekside Homes 111lan 701.rh9 Wednesday, March 30,2016, 1:00 PM Calculation Mode* Htg. & c1g. Occurrences, I Room Length: 120.8 k System Number: I Room Width: 1.0 k Zone Number, I Area: 121,0 sq.ft, Supply Air: 150 CFM Ceiling Height: 10,0 ft. Supply Air Changes: 7,5 AC/hr Volume: 1,208,0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 75 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 382 ft./min. Percent of Supply: 0 % Runout Air Velocity* 382 ft./min, Actual Winter Infil.- 12 CFM Actual Loss: 0.095 in.wg,/100 ft. Actual Summer Infil.: 6 GFM to N -Wall-I 2F-Osw 11.2 i 0- E -Wall-I 2F-Osw 10.8 X 10 913 0,065 4.6 426 07 0 68 W -Wall- 1 217-0sw 5.9 X 10 22.5 0.065 4,6 104 01 0 17 N -GIs-A4A-6-d shgc-0.32 100%S 40 0.320 22.7 909 11.4 0 454 E -GIs-A4A-6-d shgc-0.32 O%S 16 0,320 22.7 364 35.4 0 566 W -GIs-A4A-6-d shge-0.32 0%S, 367 0.320 221 834 35.4 0 1,299 UP-Ceii-16D-50 120.8 X 1 120.8 0.020 IA __172 0,5.- 0----- 63 Subtotals for Structure: 3,139 0 2,520 Infil.: Win.: 12.0, Sum.- 5,8 279 3.361 938 0,365 -162 102 AED Excursion: 137 Room Totals: 4,077 -162 2,759 C -\Program Files\Elite\Rhvac 9\Projects\Creekside Homes 111lan 701.rh9 Wednesday, March 30,2016, 1:00 PM Room Length: 262.1 k System Number 1 Room Width: 1.0 ft, Zone Number I Area: 262.0 sq.ft. Supply Air: 59 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 2,621.0 cu.ft, Req. Vent. Cl: 0 CFM Number of Registers: 1 Actual Winter Vent,: 0 CFM Runout Air 59 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent,: 0 CFM Runout Air Velocity* 435 ft./min. Percent of Supply: 0 % Runout Air Velocity: 435 ft./min. Actual Winter Infil., 7 CFM Actual Loss: 0A57 in,wg JI 00 ft. Actual Summer lnftl,: 4 CFM ern ` to Pl N -GIs-A4A-6-d shgc-0.32 100%S 15 0,320 22.7 341 113 0 170 N -GIs-4A-6-d shgc-0.32 100%S 42 0.320 22,7 954 11A 0 477 N -GIs-4A-6- d shgc-0,32 100%S 10 0.320 22.7 227 IIA 0 114 UP-Ceit-16D-50 262.1 X 1 262.1 0.020 1 A 372 0.5 0 136 Subtotals for Structure: 2,372 0 973 Infil.: Win." 7.3, Sum.: 3,5 171 3,359 573 0,363 -99 62 AED Excursion: 64 Room Totals: 2,945 -99 1,089 C.\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701,rh9 Wednesday, March 30, 2016, 1 * 00 PM I Basement Rec 664 5,667 74 -6 454 3,278 -218 149 178 Room 2 Bedroom # 3 163 3,060 40 1-5 339 848 -134 39 46 3 Bament Bath 67 454 6 1-4 23 37 -19 2 2 4 Bedroom # 4 168 2,323 30 1-5 308 771 -95 35 42 Cralspace 692 4,132 54 1-4 322 516 -223 23 28 6 Master Bedroom 218 4„708 61 2-6 370 2,669 -194 121 145 7 M Bath 124 1,466 19 1-5 439 1,101 -61 50 60 8 WV I.C. 86 712 9 1-4 244 391 -32 18 21 9 Study 188 1,955 25 2-6 418 3,098 -90 137 164 10 Bath # 2 81 1,070 14 1-4 .250 401 -61 18 2 11 Bedroom # 2 197 4,183 54 1-6 336 1,212 «238 55 66 12 Foyer 94 1,553 20 1-4 246 395 -4 18 21 13 Dinning Boom 223 3,330 43 2-5 436 2,185 252 99 119 14 Laundry 88 1,941 25 1-5 374 938 -88 43 51 15 Kitchen 123 878 11 1-8 641 4,110 1,211 187 224 16 Nook 121 4,077 53 2-6 382 2,759 -162 125 150 17 Great Room _ _ N262__.2, 45 . .. 38 _1-5 4351 ._ - 9,...,. � 5 _ _._.. 4 ._Systern 1_total ._ . _3 559 _. 44,454 577 . _« «._ 25 718, .«« ..305 .. .1 169 1 400 System 1 Main Trunk Size. 2412 in. Velocity. 700 ft./min Loss ver 100 f.. 0.061 rn.w _ z Recommended: 2.86 75%/25% 25,718 8,573 34,291 Actual; 3.54 75%/25% 31,875 10,625 42,500 XR90 Natural Gas or Propane Furnace 92.1 AFU 0 75,000 Btu nla nla nla Standard Air Conditioner XL14 Standard Air Conditioner 13 SEER 0 4.2,500 Btuh 31,875 Btuh 10,625 Btuh 547274 0 -.\Program Files\Elite\Rhvac 9\Projects\Creekside Homes Plan 701 rh9 Wednesday, March 30,2016, 1:00 PM City of Wheat j, dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 26, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Quail Hollow Patio Homes LLC NEW ADDRESS: Wheat Ridge, CO 80033 Lot 1— 3350 Quail Ct. Lot 2 — 3380 Quail Ct. Lot 3 — 3410 Quail Ct. Lot 4 — 3440 Quail Ct. Lot 5 — 3445 Quail Ct. Lot 6 — 3415 Quail Ct. Lot 7 — 3385 Quail Ct. Lot 8 — 3355 Quail Ct. Lot 9 — 3325 Quail Ct. Lot 10 —11305 W. 33rd Ave. Lot 11 —11355 W. 33rd Ave. Lot 12 — 3325 Quail St. Lot 13 — 3345 Quail St. (existing house to remain with existing address) SUBDIVISION: Quail Hollow Jefferson County Reception Number for Plat: 2014095809 NOTES This is a courtesy notification. AUTHORIZED BY: f'� DATE: DISTRIBUTION: 1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT Services at smitchel(,ieffco.us 5. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 6. Email to erlinda.j.martinez(d,)usps.g and krissy i.summerfield(&,usps gov 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Consolidated Mutual Water District 11. Northwest Lakewood Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division 15. Wheat Ridge Police Department www. ci.w h ea tr i d ge. co. u s 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity Map DATE: A