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HomeMy WebLinkAbout3240 Kendall Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: c` e n .�- Job Address: �� ` O kC n 6 A Permit Number: 2- -t (\; ❑ 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: ,� 1 u i Inspector: �o 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 INSPECTION NOTICE Inspection Type:= J__ Job Address:�- Permit Number: oc_� \`z C n %-,+pq►g L _K1- -4.3 ❑ No one available for inspection: Time 1{uv AM/PM Re -Inspection required: 6 No When corrections have been made, call for re -inspection at 303 -234 - Date:— L- Inspector: = J DO NOT REMOVE THIS NOTICE 4 i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �'y my"` P l - Job Address:�- Permit Number: V ❑ No one available for inspection: Time '�U AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: ' = ! �� Inspector: 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: Permit Number: k2s#> f cz> ❑ No one available for inspection: Tikw M/P Re -Inspection required When corrections have been made,all fo re -inspection at 303-234-5933 ('g Date:.Inspect �'G 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 INSPECTION NOTICE Inspection Type: r' n I �-n ( c ), Job Address: K_ r GI - Permit Number: __;)L' 1 U joL �e 42 A �s ✓' M c L^ Q j r!F —j. T_�. i�a r C. �, t f (,,t— \---> L; ',s \v \ V \ c ❑ No one available for inspection: Time _ "i AM/PM Re -Inspection required:es No When corrections have been made, call for re -inspection at 303 -234 - Date:— 4 t `i j 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 INSPECTION NOTICE Inspection Type: -J`L► x Job Address: 4 Permit Number:( .� ..-VC,a _ . ❑ No one available for inspection: TirPM Re -Inspection require._Y_Lo_ When corrections have been made, a section at 303-234-5933 Dat Inspect=��-�--.� DO NOT REidQVE THIS NOTICE 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: ? v fC' 1 V _1 Job Address: 3 `�� t(Cli rl�w�,I I�-t: Permit Number: 701 a13.a ( o ❑ No one available for inspection: Time 4. ` WIPM Re -Inspection required: Yes �NoI When corrections have been made, cafffor re -inspection at 303-234-5933 Date: t Inspector: bn-e Ny DO NOT REMOVE THIS NOTICE CIS OF WHEAT RiGE �;17(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: .�o 5- r4 r,4 bi ,'&p Job Address: 2 t/ 0 VF,! jr, it t. Permit Number: r c-ljci�?, 6U U No one available for inspection: Timer ) M%PM Re -Inspection required: Yes(9 When corrections have been made, call for re -inspection at 303-234-5933 Date: L ( % L I / I ` Inspector:, DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE 30t. -01LI#44- F,nrd (ZO I F Inspection Type: 301 0 v A Uo",(f YR Job Address: n Permit Number: _1 01 ?, 0 4-1) C /V Ll No one available for inspection: Time Aj;�M Re -Inspection required: Yes 4Q, When corrections have been made, call for re -inspection at 303-234-593 ? I Date:---,/ - Inspector: Dr,rs. Ley�rr 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: 329- R o o e lec Job Address: 3 914 L e n o- 1) 64 Permit Number: _ a© 1,9 p 3a(, n T1 Re -Inspection required: Yes,,' No When corrections have been made, calMor re -ins ection�at 303-234-5933 Dat-- — Inspecto' DO NOT REM VE THIS NOTICE o r i CITY OF WHEAT RIDGE 41 QT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: WL'0- F"I(Al Fdb, Job Address: �� `f �' I4fn 111 3-f, Permit Number: "01W -Z 60 ❑ No one available for inspection: Time '0,00 k/PM Re -Inspection required: /YeNo (� *When corrections have been m� afde, call for re -inspection at 303-234-5933 Date:--/-' 61 Iq Inspector: b6/,(,. 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 INSPECTION NOTICE Inspection Type: 306 A' Jro6 f Job Address: -"2(10 IC Prxjo)l if, Permit Number: Z060 '40 i. ❑ No one available for inspection: Time A Re -Inspection required: Yes Aod When corrections have been made, call for re -inspection at 303-234-5933 Date: 70% I q Inspector: Da,-& (,yV- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 2 Job Address: 32K0 U,1 S1 Permit Number: 2C) 90 Z RC1 s ii V ❑ No one available for inspection: Time /PM Re -Inspection required: Yes GO When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: jk/yi, L&_, - DO NOT REMOVE THIS NOTICE STRU CTE L CONSULTANTS. LLC CONSTRUCTION INSPECTION REPORT CLIENT: ACCENT DESIGN -BUILD 791 SOUTHPARK DRIVE SUITE 500 LITTLETON. CO 801 20 INSPECTOR: RANDY ECKHART INSPECTION DATE: 1/21 /20 1 9 TEMP./WEATHER: 409 CLEAR PHONE BREVAN - 720.981 .7999 TIME IN: TIME OUT: 9:00 AM 1 0:00 AM PROJECT ADDRESS: 3240 KENDALL ST. WHEATRIDGE. CO 80033 PROJ. NO.: 18137 CONSTRUCTION ELEMENT INSPECTED: ❑SOIL - OPEN HOLE 1:1 FOUNDATION WALL REBAR ❑WOOD FRAMING DRILLED PIERS Fl FOUNDATION WALL ABS Fl MASONRY WALLS AG 17X FOOTING REBAR ❑FDN WATERPROOFING Fl STEEL FRAMING CONSTRUCTION TYPE: ❑NEW RESIDENTIAL ❑ COMMERCIAL aADDITION ElRESIDENTIAL REMODEL GENERAL PURPOSE STATEMENT: ❑ OTHER FlTELECOMMUNICATIONS ❑ OTHER FlSWIMMING POOL/SPA THIS REPORT IS WRITTEN DOCUMENTATION OF OBSERVED CONDITIONS AT THE TIME OF INSPECTION TO VERIFY WHETHER OR NOT THE ELEMENTS INSPECTED ARE IN GENERAL CONFORMANCE WITH THE PLANS, SPECIFICATIONS AND BUILDING CODES FOR THIS CONSTRUCTION TYPE. THIS INSPECTION NEITHER WARRANTS NOR GUARANTEES QUALITY OF WORKMANSHIP OR MATERIALS USED FOR CONSTRUCTION, UNLESS OTHERWISE SPECIFIED AS PART OF A QUALITY CONTROL AND MATERIALS TESTING AGREEMENT. ONLY ITEMS DIRECTLY ASSOCIATED WITH THE CONSTRUCTION ELEMENTS INSPECTED ARE INCLUDED IN THIS REPORT. REFERENCES & SPECIFIOATIONS: APPLICABLE CONSTRUCTION CODES ❑IBCiIa C -a07 a a1BClIRC-a01 5 ❑OTHER DRAWINGS & SPECIFICATIONS OR ENGINEERING REPORT/LETTER PREPARED BY: OBSERVATIONS & COMMENTS: STRUCTEL CONSULTANTS, LLC DATED: 1 211 0/201 B THE FOOTING REBAR WAS INSPECTED PRIOR TO CONCRETE PLACEMENT. ALL LAP SPLICES, SIZES. COVER, EPDXY DOWELING AND TIES WERE FOUND TO BE IN GENERAL ACCORDANCE WITH PROJECT SPECIFICATIONS. FOOTING J -BARS ARE TO BE PLACED DURING THE CONCRETE POUR. THE OVERALL FOOTING PLACEMENT HAS BEEN APPROVED AND THE CONTRACTOR MAY PROCEED WITH CONCRETE. RESULTS OF INSPECTION: PASS FAIL (CIRCLE ONE) IF- RESULTS ARE FAIL, IS REINSPECTION REQUIRED? Y OR N NOTE: IF RESULTS OF INSPECTION ARE FAIL AND A REINSPECTION IS REQUIRED, THE ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT DELAYS AS A RESULT OF RE-SCHE000NG. THE CONTRACTOR SHOULD NOT PROCEED WITH WORK ON THESE SPECIFIED ELEMENTS UNTIL INSPECTION RESULTS ARE PASSED. INSPECTIONS PERFORMED BY ENGINEERS OTHER THAN THE ENGINEER OF RECORD WILL VOID ANY AND ALL LIABILITIES FOR THE PROJECT. RANDY ECKHART INSPECTOR (CIRCLE ONE) STRUCTEL LLC 1 2248 KITTREDGE ST 720-979-4417 9RIGHTON, CO 60603 CONPITRI If'ITIPIN INCSOCfTrIP'IAI oron— CLIENT: ACCENT DESIGN -BUILD 791 SDUTHPARK DRIVE SUITE 500 LITTLETON, CD 801 20 INSPECTOR: RANDY ECKHART INSPECTION DATE: 1/29/2019 TEMP./WEATHER: 30s CLEAR PHONE BREVAN - 720.981 .7999 TIME IN: TIME OUT: 9:00 AM 1 0:00 AM PROJECT ADDRESS: 3240 KENDALL ST. WHEATRIOGE, CO 80033 PROD, NO,: 18137 CONSTRUCTION ELEMENT INSPECTED: F-1 SOIL - OPEN HOLE ❑X FOUNDATION WALL REBAR ❑WOOD FRAMING DRILLED PIERS ❑ FOUNDATION WALL ABIs ❑ MASONRY WALLS AG ElFOOTING REBAR ❑FON WATERPROOFING ®STEEL FRAMING ❑R OTHER UFER GROUNDING CONSTRUCTION TYPE: F1NEW RESIDENTIAL ADDITION F-1 TELECOMMUNICATIONS El OTHER ElCOMMERCIAL F-1 RESIDENTIAL REMODEL ❑SWIMMING POOL/SPA GENERAL PURPOSE STATEMENT: THIS REPORT IS WRITTEN DOCUMENTATION OF OBSERVED CONDITIONS AT THE TIME OF INSPECTION TO VERIFY WHETHER OR NOT THE ELEMENTS INSPECTED ARE IN GENERAL CONFORMANCE WITH THE PLANS, SPECIFICATIONS AND BUILDING CODES FOR THIS CONSTRUCTION TYPE. THIS INSPECTION NEITHER WARRANTS NOR GUARANTEES QUALITY OF WORKMANSHIP OR MATERIALS USED FOR CONSTRUCTION, UNLESS OTHERWISE SPECIFIED AS PART OF A QUALITY CONTROL AND MATERIALS TESTING AGREEMENT. ONLY ITEMS DIRECTLY ASSOCIATED WITH THE CONSTRUCTION ELEMENTS INSPECTED ARE INCLUDED IN THIS REPORT, KEFERENCES & SPECIFICATIONS: APPLICABLE CONSTRL/CTIONCODES 'ICO �IBC;;ftC-2012 fi x'19 C; IRC 2015 F -1 -T -ER DRAWINGS & SPECIFICATIONS OR ENGINEERING REPORT/LETTER PREPARED BY: STRUCTEL CONSULTANTS, LLC DATED: OBSERVATIONS & COMMENTS: 12/10/2018 HE FOUNDATION WALL REBAR WAS INSPECTION PRIOR TO THE CONCRETE POUR. ALL LAP SPLICES, SIZES, COVER, TIES, AND EPDXIED DOWELS WERE ALL FOUND TO BE IN GENERAL ACCORDANCE WITH PROJECT SPECIFICATIONS. ALSO, THE UFER GROUNDING WAS ALSO PROPERLY TIED INTO THE REBAR. THE CONTRACTOR MAY PROCEED WITH CONCRETE PLACEMENT. RESULTS OF INSPECTION: py REG PASS FAIL lcracee oriel .�F1R IF RESULTS ARE FAIL, IS REINSPECTION REQO/RED? Y OR N lCrrtclE ONeI % NOTE: IF ILEULTS GF NSPECT'ON ARE FAIL AND A RE NSPE'CT' N IS REC RED THE ENGINEER WILL /� NOT BE RES ONSiBLE FOR PROJECT DELAYS AS A RESULT OF RE SCHEOUL NG. THE CONTRACTOR M�,yi, 1 SHOULD NOT PROCEED WITH WORK ON THESE SPECIFIED ELEMENTS UNTIL INSPECTION RESULTS ARE 1 PASSED. INSPECTIONS PERFORMED BY ENGINEERS OTHER THAN THE ENGINEER OF RECORD WILL VOID i ANY AND ALL LIA61_ITIES FCR THE PROJECT,�`� RANDY ECKHART NAL INSPECTOR STRUCTEL LLC 1224B KITTREDGE ST 720-979-441 7 BRIGHTON, CO 80603 i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3i;2- G?-,// 1^� L � F �1r, � Flo `4"e rf Job Address: a'�`l0 !(j -ide l/ Permit Number: �•-C Iiia �' �r CC A �(� °'� i r"'..�?, /-"V-;' (�' '' � ii ,� ;!`� is e•%� k''/ C.. r � ❑ No one available for inspection: Time ���' �AU/PM X Re -Inspection required: Yes &0 When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: A91Y C DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE -.A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: )6,5-3-vtm '1(,Ils /P.r;�, Lf � Job Address: 2"/0 Permit Number: 7 o 1 0 pe if Lul-p"- Ll No one available for inspection: Time (3,'t" Ak-/IPM "e­..� 4-/! Re -Inspection Re -inspection required: Yes Mo) When corrections have been made, call for re -inspection at 303-234-5933 Dated / 7, �// el Inspector: baf,6. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 02' rw, I f),rS Job Address: R-/- q6 "ce" '11 � Permit Number: 2-01W7,(0 661f 411,P A z L"6 -n Ei 0 a: ❑ No one available for inspection: Time IPM �- Re -Inspection required: Yes �No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: J)&)P. L.RL4 fit DO NOT REMOVE THIS NOTICE City of Wheat Ridge 3 m Residential Addition PERMIT - 201803260 PERMIT NO: 201803260 ISSUED: 01/11/2019 JOB ADDRESS: 3240 Kendall St EXPIRES: 01/11/2020 JOB DESCRIPTION: Residential addition -two story addition on the back side of the existing house. New furnace, 80% efficiency, 45,000 BTUs. Electrical is 150 AMPS, 990 square feet. *** CONTACTS *** OWNER (970)231-1030 FORRESTAL JESSICA GC (720)490-5675 Brevan Adams 090079 Accent Design - Build Inc SUB (303)929-2321 Troy Haskins 080258 Haskins Electric SUB (303)423-1982 Bernie Algard 017790 Four Seasons Heating, Inc. SUB (480)615-6018 James K. Johnson 170418 Custom Home Services, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 200,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,155.08 Use Tax 4,200.00 Permit Fee 1,777.05 ** TOTAL ** 7,132.13 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Addition PERMIT - 201803260 201803260 ISSUED: 01/11/2019 3240 Kendall St EXPIRES: 01/11/2020 Residential addition -two story addition on the back side of the existing house. New furnace, 80% efficiency, 45,000 BTUs. Electrical is 150 AMPS, 990 square feet. I, by my signature, do hereby attest that the work 0be 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 pennrt. I further attest at I m leggally authorized to include ali entities named within this document as parties to the work to be performed aid that ail woto pertored is disclosed in this documeryt and/g�r its' accompanying approved plans and specifications. Signature of /OWNER or CONTRACTOR (Circle one) / Date 1. This permit was issued based on the information provided in the pennit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180. days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpenmt 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 al] required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The ='antin a pennit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applany nance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY �( Cit Date: Cityt^/ dCR�Wh6atf tMiJt+17C7 Y lzl L.fii'41EN i � art: � @� � Plan/Permit # Building & Inspection Services! �� 7500 W. 29th Ave., Wheat Ridge, CO 80033 JET i PianlewewFee: ill f Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Pe Email: permits@ci.wheatrid e.co.us Building Permit Application ** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3AC) 4-P n 11. g4 f P -p i Property Owner (please print): 1ft5 N �p �� CA .��r ��-� G l Phone: TZQ - - �Q_4p Property Owner Email:__) r ('P'4al 9) 0)ro Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 32110 �"rlckl\ S_�_ - City, State, Zi G Architect/Engineer E-mail: 21 CJ4; , 0LWCAfrX - COnn Phone: 3o ;�-7qq- Js74g ^�_ S1 ruG+el ®l'• ve Ccs 0 70'ZC -- 929 - yY417 Contractor Name: City of Wheat Ridge License #: Contractor E-mail Address: l�t^P11(aY�(i(l/C Psi For Plan Review Questions & Comments (please print): Phones_ 7a6 -9%— CONTACT NAME (p{ease print): hCeK VAn J+(%DafS Phone: 4y0 5� CONTACT EMAIL(p/ease print): I�t'�AY,Y� ('r Pyl 1"SIGYL�Otal� d • Co r'v) Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: 4V_-Ag6 Reowc_ Plumbing: CA -V3 ?IV rnlmA5 Mechanical: �uf�Ctsovis(a,�t� E�,r- W.R. City License #n � 6 cK W.R. City License # tVk W. R. City License # v c�5 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. I vue'T%ecc (r1V01Ves2k0- tVn 0,0L o�drl`t r o C+u�o�bryj o ►n s`�de b e `l s�► v<5 ln�us� . I hem t s Yeo �(c�v�r�ecl CVla+n�� -Eo - �xi l t -4Pn� �>cCe���oY1 c a CoVtV�c tov� o`cvR if amck -�id►� C1nC t ;�-e s 1 h� I���`L+L o In w`� t l V1C,WL 1 � cwvt C Ae� ala � , C`t,evl �{5►000 � �rnuce Sq. FULF BTUs Y:5,40Z) Gallons Amps _1 SD Squares 1-�J, For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE- (OWNER) CONTRA TOR) or (AUTHO ED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sienature (first and lastname): DATE: Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: � A_10 V/1 C01 V �*Z OCCUPANCY CLASSIFICATION: Reviewer: i CONSTRUCTION TYPE.i BUILDING DEPARTMENT COMMENTS: 4 (' Reviewer: I l PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: Brevan Adams From: Troy Haskins [thaskins55@yahoo.com] Sent: Thursday, November 01, 2018 3:01 PIVI To: brevan@accentdesignbuild.com Subject: Fwd-. Load calc for Kendall... .3240 Kendall Street Ir MITI Toning 7771777cuiatTIRT 2 Units x 30A = 60A 60 x 240 = 14400 VA 1,875 Ft2 At 3VA Two Small Appliance circuits at 1500 VA each Laundry Circuit Range Dishwasher Disposal Microwave Dryer Surrip Puarc Garage Door Opener Total General Load First 10,000 VA at 100% Remainder at 40% (21,625 x .49) Subtotal General Load Air Conditioning Load 33,05€1- 240V zz 137.71Amps 11/1/2018 R E C E VE!D Per 31,62 5 VA 14,400 VA J -T'I� Pagel of __qW CONTRACTORS Job No: Date: -By: -Ch'k Customer: Project: Subject REGEIVED r Per ro city of wheat Rldge Building Division e� hw9 = 11-16 .►- 6_U__A ! z 2 /2 4 Rev. 09/2017 Streetscape Conditions add'`wt : % '144 -- Does the permit result in any of the following conditions? N ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area 3 1 0 — existing floor area 2 �ZN �) / existing floor area 2 r24 _ 4Z % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ 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 time the permit is issued. Access onditions (apply to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. N64r ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. '7 ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. r►ZA- ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. `El For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) Q?«,� ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot Street trees required: - width of driveway _� / 70 = Street trees provided: (round up for required trees) b 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. 3� In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit NIA- ❑ Not approved as an independent dwelling unit. City of Wheat Ridge Building Division RESIDENTIAL Building Permit — Plan Review Worksheet Address: �j 2 4 t Lot Size: sq. ft. Zoning: 2 -Z Lot Width: W ft. Rev. 09/2017 Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: \% u 9 -e LkW— Any conflict? (Y/N) Related Cases: �— Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 40 % '5t % a sq. ft. Existing Improvements (footprints): Proposed Improvements (footprints): House: 10- fi t +t+ sq. ft. 9 6► a 4 House/addition: f, 4 1 sq. ft. Shed: 232 sq. ft. Shed: sq. ft"'�`� Detached garage: 5 q- sq ft. 5 �' 4 Detached Garage: q. ft. Other: ,§ sq. ft. Other: sq. ft. Total Existing I j g 6;- sq. ft Proposed+Existin 6 Z + 1 sq. ft 2 S Z � 4Z�' Lot Coverage 14- % Lot Coverage 1'.;t _ I % Required Setbacks: FR 25 S S S 10 R 10 Provided Setbacks: FR S S- I S (-'(•1 R '50, q I For additions or new construction, is the structure within 2 feet of minimum setbacks? N d If yes, add surveying condition FND. 1 Maximum Height: S ft. Maximum Size: sq. ft. Proposed Height: ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) 1-1 If yes, does it meet on all sides (Y/N): FR S S — R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in RAC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? d If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? — If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. �� ���� r x v �- �� �� I \/ E D 0, F[ l � Per for Accent Properties '""%HVACRE4siDVKMAL -- HVAC LOADS Prepared By: Dan Maul Four Seasons Heating 4890Marshall Street VVheathdge.Colorado, 8O033 303'423'1982 Thursday, November O1.2O18 city of RhvooioanACCAapproved Manual Jand Manual Dcomputer program. WheatR\dQe Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Bu0di»QD*\*,on \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac -Residential &Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 3240 Kendall Street Wheat Ride Co 80033 Pa e 2 Pro pct Report General Prosect Information Project Filename: C:\Users\Dan\AppData\Local\Elite Software\Rhvac 8\11-1-18 3240 KENDALL STREET MAN D.rhv Project Title: 3240 Kendall Street Designed By: Dan Maul Project Date: Wednesday, December 05, 2012 Client Name: Accent Properties Company Name: Four Seasons Heating Company Representative: Dan Maul Company Address: 4896 Marshall Street Company City: Wheatridge, Colorado, 80033 Company Phone: 303-423-1982 Company Fax: 303-423-0120 Company E -Mail Address: dmaul@fourseasonsheatinginc.com Company Website: fourseasonsheatinginc.com Desi q n Data Reference City: WHEATRIDGE, Colorado Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5283 ft. Altitude Factor: 0.823 Elevation Total Adj. Factor: 0.960 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum D!�t Bulb Difference Winter: 1 0.21 80% 50% 70 60.70 Summer: 91 63 23% 50% 75 -19 Check Figures Total Building Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft') of Cond. Space: 10,233 Building Loads Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and 0.960 Total Derating) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. City of Wheat Ridge Building Division \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads AKN Elite Software Development, Inc. I Four Seasons Heating, Inc 3240 Kendall Street 1 Wheat Ride CO 80033 Page 3 Miscellaneous Report System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.21 80% 50% 70 60.70 Summer: 91 63 23% 50% 75 -18.84 Duct Sizinq Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.00030 Pressure Drop: 0.0800 in.wg./100 ft. 0.0800 in.wg./100 ft. Minimum Velocity: 650 ft./min 425 ft./min Maximum Velocity: 900 ft./min 560 ft./min Minimum Height: 8 in. 4 in. Maximum Height: 10 in. 8 in. Outside Air Data Winter Surnmer Infiltration Specified: 0.350 AC/hr 0.350 AC/hr 49 CFM 49 CFM Infiltration Actual: 0.350 AC/hr 0.350 AC/hr Above Grade Volume: X 8.391 Cu.ft. X 8.391 Cu.ft. 2,937 Cu.ft./hr 2,937 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 49 CFM 49 CFM Total Building Ventilation: 75 CFM 75 CFM ---System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 14.49 = (1.10 X 0.823 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -10.55 = (0.68 X 0.823 X -18.84 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.49 = (1.10 X 0.823 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC/hr (49 CFM) Summer Infiltration Specified: 0.350 AC/hr (49 CFM) \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 3240 Kendall Street Load Preview Scope Building System 1 Ventilation Humidification Zone 1 1-Crawlspace 2 -Main Floor Bedroom 3-Grt Room -- Pdr --stairs 4 -Master Bath 5-Wc 6-Wic 7 -Master Bedroom 8 -Upper Stairs Has Net! Recl ft.zSys Sen Lat Netj Sen'' HYs' Cls Act AEDi Ton. Tony /Ton, Area; Gain` Gain, Gain: Loss 9 9 I E CFM CFM: CFM 0.84 1.03 1,348 1,393 10,122 -707 10,122 24,835 318 499 499 Yes 0.84 1.03 1,348 1,393 10,122 -707 10,122 24,835 318 499 499 1,087 -791 1,087 4,687 4,211 1;393 9,035 84 9:119 15.937 318 499 499 460 0 0 0 2,463 49 0 49 157 1;206 91 1,297 2,190 44 67 67 305 2,475 -130 2,475 3,601 72 137 137 119 567 -56 567 1,359 27 31 31 26 176 -32 176 699 14 10 14 37 34 0 34 51 1 2 2 191 3,202 279 3,481 3,551 71 177 177 98 1,375 -68 1,375 2,023 40 76 76 Sum of room airflows may be qreater than system airflow because system room airflow option uses the qreater of heatinq or cooling. City of Wheat R Building Divi \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Elite Software Development, Inc. 3240 Kendall Street Wheat Ride CO 80033 Page 5 Duct Size Pre vie w Room or Duct Name Minimum Velocity. Maximum) Velocity( Rough ( Factory Design SP L/100 Loss Ducts Velocity Duct Htg Length Flow . Clg Flow Act Flow, , Duct Size System 1 Supply Runouts Zone 1 1-Crawlspace 425 560 0 0.1 360.2 49 0 49 1--5 2-Main Floor Bedroom 425 560 0 0.1 488.3 44 67 67 1--5 3-Grt Room -- Pdr --stairs 425 560 0 0.1 501.1 72 137 137 2--5 4-Master Bath 425 560 0 0.1 358.7 27 31 31 1--4 5-Wc 425 560 0 0.1 159.7 14 10 14 1--4 6-Wic 425 560 0 0.1 21.5 1 2 2 1--4 7-Master Bedroom 425 560 0 0.1 450.2 71 177 177 2--6 8-Upper Stairs 425 560 0 0.1 556.8 40 76 76 1--5 Other Ducts in System 1 Supply Main Trunk 650 900 0 0.1 718.3 318 499 499 10x10 Summary System 1 Heatinq Flow: 318 Cooling Flow: 499 \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Elite Software Development, Inc. 3240 Kendall Street Wheat Ridge, CO 80033 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain CST GLASS NWC.32.34: Glazing-CUSTOM WINDOW 241.8 5,340 0 6,181 6,181 U=.32 SHGC=.34, outdoor insect screen with 50% coverage, u-value 0.32, SHGC 0.34 C1 51311-4: Wall-Basement, Custom, R-11 DRAPE 375.3 1,605 0 0 0 INSULATION C12F23-OSW: Wall-Frame, Custom, 2X6 WALL WITH R- 1166.1 4,425 0 422 422 23 INSULATION C1 6B-49: Roof/Ceiling-Under Attic with Insulation on Attic 470.7 650 0 433 433 Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 ATTIC INSULATION 21A-20: Floor-Basement, Concrete slab, any thickness, 2 460.5 858 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide_ Subtotals for structure: 12,878 0 7,036 7,036 People: 3 600 690 1,290 Equipment: 0 600 600 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 49, Summer CFM: 49 3,059 -516 709 193 Ventilation: Winter CFM: 75, Summer CFM: 75 4,687 -791 1,087 296 Humidification (Winter) 11.48 gal/day : 4,211 0 _ 0 0_ Total Building Load Totals: 24,835 -707 10,122 9,415 Check Figures Total Building Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft3) of Cond. Space: 10,233 Building Loads Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and 0.960 Total Derating) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. City of Wheat Ridge Building Divisio \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads j Four Seasons Heating, Inc3240 ILP Elite Software Development, Inc. Kendall Street Wheat Ride CO 80033 Page 7 S stem 9 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain CST GLASS NWC.32.34: Glazing-CUSTOM WINDOW 241.8 5,340 0 6,181 6,181 U=.32 SHGC=.34, outdoor insect screen with 50% coverage, u-value 0.32, SHGC 0.34 C1 51311-4: Wall-Basement, Custom, R-11 DRAPE 375.3 1,605 0 0 0 INSULATION C12F23-OSW: Wall-Frame, Custom, 2X6 WALL WITH R- 1166.1 4,425 0 422 422 23 INSULATION C166-49: Roof/Ceiling-Under Attic with Insulation on Attic 470.7 650 0 433 433 Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 ATTIC INSULATION 21A-20: Floor-Basement, Concrete slab, any thickness, 2 460.5 858 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: 12,878 0 7,036 7,036 People: 3 600 690 1,290 Equipment: 0 600 600 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 49, Summer CFM: 49 3,059 -516 709 193 Ventilation: Winter CFM: 75, Summer CFM: 75 4,687 -791 1,087 296 Humidification (Winter) 11.48 gal/day : _ _ _ 4,211 0 0 0_ j System 1 Load Totals: 24,835 -707 10,122 9,415 Check Figures Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft') of Cond. Space: 10,233 System Loads Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and Total Derating) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 10 3240 Kendall Street Wheat Ride CO 80033 Page 8 S stern I Room Load Summary 7 Htg Min Run Run Cig Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CEM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Crawlspace 460 2,463 49 1-5 360 0 0 0 49 2 Main Floor 157 2,190 44 1-5 488 1,206 91 67 67 Bedroom 3 Grt Room -- Pdr -- 305 3,601 72 2-5 501 2,475 -130 137 137 stairs 4 Master Bath 119 1,359 27 1-4 359 567 -56 31 31 5 We 26 699 14 1-4 160 176 -32 10 14 6 Wic 37 51 1 1-4 22 34 0 2 2 7 Master Bedroom 191 3,551 71 2-6 450 3,202 279 177 177 8Upper_ Stairs... _98 2,023.... 40 1-5_ 557 1,375 -68 _ 76 76 Ventilation 4,687 1,087 -791 Humidification 4,211 System 1 total_ 1,393 24,8353.18 ___ _ 10,122 -707 _ .. 499 499_ System 1 Main Trunk Size: 10x10 in. Velocity: 718 ft./min Loss per 100 ft.: 0.072 in.wg cooling system summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.84 108%/-8% 10,122 -707 10,122 Recommended: 1.03 85%/15% 10,543 1,861 12,404 Actual: 1.57 85%/15% 15,980 2,820 18,800 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: ML195UH045XP2413-* 13ACXN018-230A** Indoor Model: CH35-24B+TDR+TXV Brand: MERIT 90 MERIT 13ACX SERIES Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 13 SEER Sound: Capacity: 41000 18800 Sensible Capacity: n/a 15,980 Btuh Latent Capacity: n/a 2,820 Btuh AHRI Reference No.: n/a 10245860 City of Wheat Bldg Building pivisio \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 3240 Kendall Street Wheat Ride CO 80033 Page 9 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West Individual Rooms 0° 450 90° 135° 1800 2250 270° 315° High Rm. Room Rot, Rot. Rot. Rot. Rot, Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Crawlspace *49 49 49 49 49 49 49 49 1--5 2 Main Floor 67 73 75 80 77 *86 79 75 1--6 Bedroom 3 Grt Room -- Pdr -- 137 137 111 148 `156 138 92 121 2--6 stairs 4 Master Bath 31 33 31 36 37 *40 34 35 1-4 5 We 14 15 19 18 14 19 *19 15 1-4 6 Wic 2 2 2 2 2 *2 2 2 1-4 7 Master Bedroom 177 178 154 182 *188 177 138 165 2--6 8 Upper Stairs 76 74 61 72 75 *82 70 81 1--6 ' Indicates highest CFM of all rotations. Whole Building Rotation Front door Supply Sensible Latent Net Recommended I Degrees Faces CFM Gain Gain Tons Tons 0° West 499 10,122 *-707 0.84 1.03 45° Northwest 512 10,355 -707 0.86 1.06 90° North 454 9,307 -707 0.78 0.95 135° Northeast 537 10,811 -707 0.90 1.10 180° East *548 *11,008 -707 *0.92 "1.12 225° Southeast 544 10,937 -707 0.91 1.12 270° South 433 8,925 -707 0.74 0.91 315° Southwest 494 10,030 -707 0.84 1.02 * Indicates highest value of all rotations. Building Rotation Tonnage 1.2 1.1 "c 1.0 0 o 0.9 c 0 0.8 0.7 0.6 West Northwest Noith Northeast East Southeast South Southwest Direction Front door Faces —+— Building Recommended Tonnage Building Net Tonnage \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 3240 Kendall Street' Wheat Ridae, CO 80033 Page 10 Building Rotation Report contrd Building Rotation Hourly Net Gain 14,000 13,000 12,000 11,000 m c 0 10,000 a z c 'v !0 9,000 8,000 7,000 6,000 Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast City of —� Front door faces East j° Front door faces Southeast Front door faces South Wheat Ridge Front door faces Southwest Building Division \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Per for Accent Properties RasIDENMAL R.HVACHVAC LOADS Prepared By: Dan Maul Four Seasons Heating 489OMarshall Street VVhathdga.Colorado, 80033 303-423'1082 Thursday, November 01.2018 city 011 Rhvao is an ACC/\approved Manual J and Manual D computer program. Wheat Ridge Calculations are performed por/\CCA Manual J 8th Edition, Version 2. and ACC/\ Manual D. Buxumyo`v'nmn Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. j Four Seasons Heating, Inc 3240 Kendall Street Wheat Ridge, CO 80033 Page 2 Pro `eCt Report General Proiect Information Project Filename: C:\Users\Dan\AppData\Local\Elite Software\Rhvac 8\11-1-18 3240 KENDALL STREET MAN D.rhv Project Title: 3240 Kendall Street Designed By: Dan Maul Project Date: Wednesday, December 05, 2012 Client Name: Accent Properties Company Name: Four Seasons Heating Company Representative: Dan Maul Company Address: 4896 Marshall Street Company City: Wheatridge, Colorado, 80033 Company Phone: 303-423-1982 Company Fax: 303-423-0120 Company E-Mail Address: dmaul@fourseasonsheatinginc.com Company Website: fourseasonsheatinginc.com Design Data Reference City: WHEATRIDGE, Colorado Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5283 ft. Altitude Factor: 0.823 Elevation Total Adj. Factor: 0.960 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.21 80% 50% 70 60.70 Summer: 91 63 23% 50% 75 -19 Check Fi ores Total Building Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft') of Cond. Space: 10,233 Building Loads Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and 0.960 Total Derating) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. City o` Wheat Ridge Building \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 3240 Kendall Street I Wheat Ride CO 80033 Page 3 Miscellaneous Report System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference ] Winter: 1 0.21 80% 50% 70 60.70 Summer: 91 63 23% 50% 75 -18.84 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.00030 Pressure Drop: 0.0800 in.wg./100 ft. 0.0800 in.wg./100 ft. Minimum Velocity: 650 ft./min 425 ft./min Maximum Velocity: 900 ft./min 560 ft./min Minimum Height: 8 in. 4 in. Maximum Height: 10 in. 8 in. Outside Air Data Winter Surnmer Infiltration Specified: 0.350 AC/hr 0.350 AC/hr 49 CFM 49 CFM Infiltration Actual: 0.350 AC/hr 0.350 AC/Fir Above Grade Volume: X 8.391 Cu.ft. X 8.391 Cu.ft. 2,937 Cu.ft./hr 2,937 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 49 CFM 49 CFM Total Building Ventilation: 75 CFM 75 CFM ---System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 14.49 = (1.10 X 0.823 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -10.55 = (0.68 X 0.823 X -18.84 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.49 = (1.10 X 0.823 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC/hr (49 CFM) Summer Infiltration Specified: 0.350 AC/hr (49 CFM) I \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc J 3240 Kendall Street Wheat Ride CO 80033 Pa e 4 Load Preview Report Scope Building System 1 Ventilation Humidification Zone 1 1-Crawlspace 2 -Main Floor Bedroom 3-Grt Room -- Pdr --stairs 4 -Master Bath 5-Wc 6-Wic 7 -Master Bedroom 8 -Upper Stairs Has Net. Rec ft.2 Sen ` Lat Neti Sen AED Ton. Toni /Ton. Area Gain= Gain Gain Loss 0.84 1.03 1,348 1,393 10,122 -707 10,122 24,835 Yes 0.84 1.03 1,348 1,393 10,122 -707 10,122 24,835 11087 -791 1,087 4,687 4,211 1.393 9.35 84 9.119 15.937 460 0 0 0 2,463 157 1;206 91 1,297 2,190 305 2,475 -130 2,475 3,601 119 567 -56 567 1,359 26 176 -32 176 699 37 34 0 34 51 191 3,202 279 3,481 3,551 98 1;375 -68 1,375 2,023 Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. Sys Sys: Sys Htg Clg: Act ,FM1 CFM: CFM 318 499 499 318 499 499 318 499 499 49 0 49 44 67 67 72 137 137 27 31 31 14 10 14 1 2 2 71 177 177 40 76 76 City of Wheat NdgT Suitding D \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Elite Software Development, Inc. 3240 Kendall Street Wheat Ride CO 80033 Page 5 Duct Size Pre vie w Room or Minimum', Maximum Rough. ; Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocity', Velocity Factor: L/100 Loss Velocity Length Flow ° Flow Flow -Size...._. System 1 Supply Runouts Zone 1 1-Crawlspace 425 560 0 0.1 360.2 49 0 49 1--5 2-Main Floor Bedroom 425 560 0 0.1 488.3 44 67 67 1--5 3-Grt Room -- Pdr --stairs 425 560 0 0.1 501.1 72 137 137 2--5 4-Master Bath 425 560 0 0.1 358.7 27 31 31 1--4 5-Wc 425 560 0 0.1 159.7 14 10 14 1--4 6-Wic 425 560 0 0.1 21.5 1 2 2 1--4 7-Master Bedroom 425 560 0 0.1 450.2 71 177 177 2--6 8-Upper Stairs 425 560 0 0.1 556.8 40 76 76 1--5 Other Ducts in System 1 Supply Main Trunk 650 900 0 0.1 718.3 318 499 499 1 0x1 0 Summary __._ _ .... ___......_. System 1 Heating Flow: 318 Cooling Flow: 499 \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Elite Software Development, Inc. 3240 Kendall Street Wheat Ridge, CO 80033 Page 6 Total Building SummarLoads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain CST GLASS NWC.32.34: Glazing -CUSTOM WINDOW 241.8 5,340 0 6,181 6,181 U=.32 SHGC=.34, outdoor insect screen with 50% j coverage, u -value 0.32, SHGC 0.34 C1 51311-4: Wall -Basement, Custom, R-11 DRAPE 375.3 1,605 0 0 0 INSULATION C12F23-OSW: Wall -Frame, Custom, 2X6 WALL WITH R- 1166.1 4,425 0 422 422 23 INSULATION C1 613-49: Roof/Ceiling-Under Attic with Insulation on Attic 470.7 650 0 433 433 Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 ATTIC INSULATION 21A-20: Floor -Basement, Concrete slab, any thickness, 2 460.5 858 0 0 0 or more feet below grade, no insulation below floor, any floor cover,_ shortest_ side of floor slab is 20' wide_ Subtotals for structure: 12,878 0 7,036 7,036 People: 3 600 690 1,290 Equipment: 0 600 600 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 49, Summer CFM: 49 3,059 -516 709 193 Ventilation: Winter CFM: 75, Summer CFM: 75 4,687 -791 1,087 296 Humidification (Winter) 11.48 gal/day : _ 4,211 _ 0 _ 0 0_ Total Building Load Totals: 24,835 -707 10,122 9,415 Check Figures Total Building Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft') of Cond. Space: 10,233 Building Loads Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and 0.960 Total Derating) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. City of Wheat Ridge Building Division \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads^� Four Seasons Heating, Inc ��`j Elite Software Development, Inc. 3240 Kendall Street Wheat Ridge CO 80033 Page 7 System 1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain CST GLASS NWC.32.34: Glazing-CUSTOM WINDOW 241.8 5,340 0 6,181 6,181 U=.32 SHGC=.34, outdoor insect screen with 50% coverage, u-value 0.32, SHGC 0.34 C151311-4: Wall-Basement, Custom, R-11 DRAPE 375.3 1,605 0 0 0 INSULATION C12F23-OSW: Wall-Frame, Custom, 2X6 WALL WITH R- 1166.1 4,425 0 422 422 23 INSULATION C1 6B-49: Roof/Ceiling-Under Attic with Insulation on Attic 470.7 650 0 433 433 Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 ATTIC INSULATION 21A-20: Floor-Basement, Concrete slab, any thickness, 2 460.5 858 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: 12,878 0 7,036 7,036 People: 3 600 690 1,290 Equipment: 0 600 600 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 49, Summer CFM: 49 3,059 -516 709 193 Ventilation: Winter CFM: 75, Summer CFM: 75 4,687 -791 1,087 296 Humidification (Winter) 11.48 gal/day : _ 4,211 ___0 0 0_ System 1 Load Totals: 24,835 -707 10,122 9,415 Check Figures Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft3) of Cond. Space: 10,233 S stem Loads Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and Total Derating) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc 16 Elite Software Development, Inc. 3240 Kendall Street i Wheat Ride CO 80033 Page 8 System 9 Room Loan Summary Htg " Min Run Run Clg Clg Min Act Roam Area Sens Htg Duct Duct Sens Let Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Crawlspace 460 2,463 49 1-5 360 0 0 0 49 2 Main Floor 157 2,190 44 1-5 488 1,206 91 67 67 Bedroom 3 Grt Room -- Pdr -- 305 3,601 72 2-5 501 2,475 -130 137 137 stairs 4 Master Bath 119 1,359 27 1-4 359 567 -56 31 31 5 We 26 699 14 1-4 160 176 -32 10 14 6 Wic 37 51 1 1-4 22 34 0 2 2 7 Master Bedroom 191 3,551 71 2-6 450 3,202 279 177 177 8 _UmDer_Stairs 98 2,023 40 1-5 557 1,375 -68 76 - 76. Ventilation 4,687 1,087 -791 Humidification 4,211 System 1 total_ 1,393 24,8353.18 _ 10,122_ -707 499 499 System 1 Main Trunk Size: 10x10 in. Velocity: 718 ft./min Loss per 100 ft.: 0.072 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split lit Btuh Btuh Btuh Net Required: 0.84 108%/-8% 10,122 -707 10,122 Recommended: 1.03 85%/15% 10,543 1,861 12,404 Actual: 1.57 85%/15% 15,980 2,820 18,800 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: ML195UH045XP2413-* 13ACXN018-230A** Indoor Model: CH35-24B+TDR+TXV Brand: MERIT 90 MERIT 13ACX SERIES Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 13 SEER Sound: Capacity: 41000 18800 Sensible Capacity: n/a 15,980 Btuh Latent Capacity: n/a 2,820 Btuh AHRI Reference No.: n/a 10245860 City of Wheat Ridg Building Divisk;., \\FSH-DCO1\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 16 3240 Kendall Street; Wheat Ride CO 80033 Page 9 ? Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West Individual Rooms 00 450 90° 135° 180° 2250 270° 315° High Rm. Room Rot Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Crawlspace *49 49 49 49 49 49 49 49 1--5 2 Main Floor 67 73 75 80 77 *86 79 75 1--6 Bedroom 3 Grt Room -- Pdr -- 137 137 111 148 *156 138 92 121 2--6 stairs 4 Master Bath 31 33 31 36 37 *40 34 35 1--4 5 We 14 15 19 18 14 19 *19 15 1-4 6 Wic 2 2 2 2 2 *2 2 2 1--4 7 Master Bedroom 177 178 154 182 *188 177 138 165 2--6 8 Upper Stairs 76 74 61 72 75 *82 70 81 1--6 Indicates highest CFM of all rotations. Whole Building Rotation Front door Supply Sensible Latent Net Recommended Degrees Faces CFM Gain Gain Tons Tons 0° West 499 10,122 *-707 0.84 1.03 45° Northwest 512 10,355 -707 0.86 1.06 90° North 454 9,307 -707 0.78 0.95 135° Northeast 537 10,811 -707 0.90 1.10 180° East *548 *11,008 -707 *0.92 *1.12 225° Southeast 544 10,937 -707 0.91 1.12 270° South 433 8,925 -707 0.74 0.91 315° Southwest 494 10,030 -707 0.84 1.02 * Indicates highest value of all rotations. Building Rotation Tonnage 1.2 1.1 1.0 0 m 0.9 S 0 0.8 0.7 0.6 West Northwest North Northeast East Southea` ` South 5outhm" , Direction Front door Faces �— Building Recommended Tonnage Building Net Tonnage \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 3240 Kendall Street Wheat Rid e CO 80033 Pa e 10 Building Rotation Report cont`d Building Rotation Hourly Net Gain 14,000 13,000 12,000 11,000 M CF 10,000 d z m c =o m 9,000 8,000 7,000 6,000 Front door faces West Front door faces Northwest ! Front door faces North Front door faces Northeast —"_— Front door faces East Y ---,Ak — Front door faces Southeast of ■ Front door faces South — — Front door faces Southwest hOCI t Ric! $wilding 4ivisio \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM RECDV D E.rC ij 3240 Kendall Street HVAC Load Calculations Per for Accent Properties 4 Prepared By: Dan Maul Four Seasons Heating 4896 Marshall Street Wheatridge, Colorado, 80033 303-423-1982 Thursday, November 01, 2018 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. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Four Seasons Heating, Inc 3240,Kendall Street Wheat Ridge, (CO 80033 Page 2 Prosect Report - - - -------- — -- Ineral ProiectInIbrrnation - Project Filename: C:\Users\Dan\AppData\Local\Elite Software\Rhvac 8\11-1-18 3240 KENDALL STREET Design Data Reference City: MAN D.rhv Project Title: 3240 Kendall Street Designed By: Dan Maul Project Date: Wednesday, December 05, 2012 Client Name: Accent Properties Company Name: Four Seasons Heating Company Representative: Dan Maul Company Address: 4896 Marshall Street Company City: Wheatridge, Colorado, 80033 Company Phone: 303-423-1982 Company Fax: 303-423-0120 Company E -Mail Address: dmaul@fourseasonsheatinginc.com Company Website: fourseasonsheatinginc.com Design Data Reference City: WHEATRIDGE, Colorado Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5283 ft. Altitude Factor: 0.823 Elevation Total Adj. Factor: 0.960 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.21 80% 50% 70 60.70 Summer: 91 63 23% 50% 75 -19 Check Figures Total Building Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft') of Cond. Space: 10,233 FB_uilding Loads - Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and 0.960 Total Derating) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. City of Wheat Rid( �e Building Divisor; \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday. Novemher 01 2018 11.19 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Wheat-Rdge, CO 80033 Miscellaneous Report System 1 Outdoor Outdoor Input Data Dry Bulb Wet Bulb Winter: 1 0.21 Summer: 91 63 Duct Sizing Inputs Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Outside Air Data Infiltration Specified: Infiltration Actual: Above Grade Volume Total Building Infiltration: Total Building Ventilation: Main Trunk Yes Indoor Yes Rel.Hum 0.00030 50% 0.0800 in.wg./100 ft. 650 ft./min 900 ft./min 8 in. 10 in. Outdoor Indoor Rel.Hum Rel.Hum 80% 50% 23% 50% Runouts Grains Yes Difference Yes AC/hr 0.00030 AC/hr 0.0800 in.wg./100 ft. 425 ft./min 560 ft./min 4 in. 8 in. Winter Grains Summer Difference 0.350 AC/hr 0.350 AC/hr 49 CFM 49 CFM 0.350 AC/hr 0.350 AC/hr X 8.391 Cu.ft. X 8.391 Cu.ft. 2,937 Cu.ft./hr 2,937 Cu.ft./hr X 0.0167 X 0.0167 49 CFM 49 CFM 75 CFM 75 CFM Elite Software Development, Inc. 3240 Kendall Street -Page 3 Indoor Grains Dry Bulb Difference 70 60.70 75 -18.84 ---System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 14.49 = (1.10 X 0.823 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -10.55 = (0.68X 0.823X -18.84 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.49 = (1.10 X 0.823 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC/hr (49 CFM) Summer Infiltration Specified: 0.350 AC/hr (49 CFM) \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Wheat Ri' e, 00 X80033 Load Preview Report Buildinq System 1 Ventilation Humidification Zone 1 1-Crawlspace 2 -Main Floor Bedroom 3-Grt Room - Pdr -stairs 4 -Master Bath 5 -WC 6-Vdic 7 -Master Bedroom 8 -Upper Stairs Elite Software Development, Inc. 3240 Kendall Street Page 4 Has Net Rec ft 2 Sen Lat Net Sen Sys Sys Sys Htg AED Ton Ton (fon Area Gain Gain Gain Loss CFFM IV CCFM Act M CFM 0.84 1.03 1,348 1,393 10,122 -707 10,122 24,835 318 499 499 Yes 0.84 1.03 1,348 1,393 10,122 -707 10,122 24,835 318 499 499 1,087 -791 1,087 4,687 4,211 1,393 9,035 84 9,119 15,937 318 499 499 460 0 0 0 2,463 49 0 49 157 1,206 91 1,297 2,190 44 67 67 305 2,475 -130 2,475 3,601 72 137 137 119 567 -56 567 1,359 27 31 31 26 176 -32 176 699 14 10 14 37 34 0 34 51 1 2 2 191 3,202 279 3,481 3,551 71 177 177 98 1,375 -68 1,375 2,023 40 76 76 Sum of room airflows may be qreater than system airflow because system room airflow option uses the greater of heatinq or coolinq. City of Wheat Ridg� Building Divisionlll \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM mar - iiMde>xtial & il.iig M C8MWA91 Wl HVAC Loaft EFiie S+%raPe t, !hwc. Four Seasans iHeatirrg 'Inc 3240 Ken, dlall Street M, aatR'qe CC) 80033 _ - - - — - - - - Pie a Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Htg Cig Act, Duct Duct Name Velocity Velocity Factor U100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Crawlspace 425 560 0 0.1 360.2 49 0 49 1--5 2 -Main Floor Bedroom 425 560 0 0.1 488.3 44 67 67 1--5 3-Grt Room -- Pdr --stairs 425 560 0 0.1 501.1 72 13T 137 2--5 4 -Master Bath 425 560 0 0.1 358.7 27 311 31 1-4 5-Wc 425 560 0 0.1 159.7 114 10 14 1--4 6-Wic 425 560 0 0.1 21.5 1 2 2 1-4 7 -Master Bedroom 425 560 0 0.1 450.2 71 ITY 177 2--6 8 -Upper Stairs 425 560 0 0.1 556.8 40 76 76 1--5 Other Ducts in System 1 Supply Main Trunk 650 900 0 0.1 718.3 318 489 499 10x10 Summary System 1 Heatinq Flow: 318 Coolinq Flow: 499 \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM IRlhvac Residential A Lig'h't Gomcnemia'l IW3iAC toads Elite Software Development, Inc. Four Seasons Heating, inc St 3240 Kendalll Street VUheatt -Ridge CO 80033 Ste B Total Building Summary- Loads - - Component Area Description --- - Quan CST GLASS NWC.32.34: Glazing -CUSTOM WINDOW 241.8 U=.32 SHGC=.34, outdoor insect screen with 50% coverage, u -value 0.32, SHGC 0.34 C151311-4: Wall -Basement, Custom, R-11 DRAPE INSULATION C12F23-OSW: Wall -Frame, Custom, 2X6 WALL WITH R- 23 INSULATION C16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 ATTIC INSULATION 21A-20: Floor -Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: People: Equipment: Lighting: Ductwork.- Infiltration: uctwork:Infiltration: Winter CFM: 49, Summer CFM: 49 Ventilation: Winter CFM: 75, Summer CFM: 75 Humidification (Winter) 11.48 gal/day Total Building Load Totals: Check Figures Sen Loss 5,340 Lat Sen Total Gain Gain _ Gain 0 6,181 6,181 375.3 1,605 0 0 0 1166.1 4,425 0 422 422 470.7 650 0 433 433 460.5 858 0 0 0 24,835 12,878 0 7,036 7,036 3 Btuh 600 690 1,290 -707 Btuh 0 600 600 0 Btuh 0.84 0 0 0 0 0 0 3,059 -516 709 193 4,687 -791 1,087 296 4,211 0 0 0 24,835 -707 10,122 9,415 Total Building Supply CFM: 499 CFM Per Square ft.: 0.358 Square ft. of Room Area: 1,393 Square ft. Per Ton: 1,348 Volume (ft') of Cond. Space: 10,233 Building Loads - - - — Total Heating Required Including Ventilation Air: 24,835 Btuh 24.835 MBH Total Sensible Gain: 10,122 Btuh 100 % Total Latent Gain: -707 Btuh 0 % Total Cooling Required Including Ventilation Air: 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and 0.960 Total Derating) Notes — — - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. City of \NVieat Rid e Building Divi ion \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursdav, November 01. 2018. 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Wheat Ridge, CO 80033 System 1 Summary- Loads Component iiption CST GLASS NWC.32.34: Glazing-CUSTOM WINDOW U=.32 SHGC=.34, outdoor insect screen with 50% coverage, u-value 0.32, SHGC 0.34 C15611-4: Wall-Basement, Custom, R-11 DRAPE INSULATION C12F23-OSW: Wall-Frame, Custom, 2X6 WALL WITH R- 23 INSULATION C1 6B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 ATTIC INSULATION 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 49, Summer CFM: 49 Ventilation: Winter CFM: 75, Summer CFM: 75 Humidification (Winter) 11.48 gal/day System 1 Load Totals: Check_ Figures Supply CFM: 499 Square ft. of Room Area: 1,393 Volume (ft') of Cond. Space: 10,233 System Loads - Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: Elite Software Development, Inc. 3240 Kendall Street Page 7 Area Sen Let Sen Total Quan Loss Gain Gain Gain 241.8 5,340 0 6,181 6,181 375.3 1,605 0 0 0 1166.1 4,425 0 422 422 470.7 650 0 433 433 460.5 858 0 0 0 12,878 0 7,036 7,036 3 600 690 1,290 10,122 0 600 600 0 0 0 0 0 0 0 3,059 -516 709 193 4,687 -791 1,087 296 4,211 0 0 0 24,835 -707 10,122 9,415 CFM Per Square ft.: Square ft. Per Ton: 0.358 1,348 24,835 Btuh 24.835 MBH 10,122 Btuh 100 % -707 Btuh 0 % 10,122 Btuh 0.84 Tons (Based On Sensible + Latent) 1.03 Tons (Based On 85% Sensible Capacity) (and Total Derating) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM M ' - c - PAWSWIlawball & LW* Cawnicild Cooling HVAC Leads Sensible -707 Four Seasam HeWimp, It 3240 Kendall Street Net Required: 0.84 Wheat IRldae, 00 80033 - -- - Page 8 Run Clg System 1 Room Load Summer► Min Act Duct Sens Htg Min Run Room Area Sens Htg Duct No Name SF Btuh CFM Size ---zone 1--- 1,206 91 67 67 1 Crawlspace 460 2,463 49 1-5 2 Main Floor 157 2,190 44 1-5 Bedroom 176 -32 10 14 3 Grt Room -- Pdr -- 305 3,601 72 2-5 stairs 3,202 279 177 177 4 Master Bath 119 1,359 27 1-4 5 We 26 699 14 1-4 6 Wic 37 51 1 1-4 7 Master Bedroom 191 3,551 71 2-6 8 Upper Stairs 98 2,023 40 1-5 Ventilation 4,687 Humidification 4,211 System 1 total 1,393 24,835 318 System 1 Main Trunk Size: 10x10 in. Velocity: 718 ft./min Loss per 100 ft.: 0.072 in.wg Coolin System Summary 10,122 -707 499 499 Latent Cooling Elite Software Development, Inc. Sensible -707 Tons_ 3240 Kendall Street Net Required: 0.84 108%/-8% - Page 8 Run Clg Cig Min Act Duct Sens Lat Cig Sys Vel Btuh Btuh CFM CFM 360 0 0 0 49 488 1,206 91 67 67 501 2,475 -130 137 137 359 567 -56 31 31 160 176 -32 10 14 22 34 0 2 2 450 3,202 279 177 177 557 1,375 -68 76 76 1,087 -791 10,122 -707 499 499 Latent Cooling Sensible/Latent Sensible -707 Tons_ -- Split Btuh Net Required: 0.84 108%/-8% 10,122 Recommended: 1.03 85%/15% 10,543 Actual: 1.57 85%/15% 15,980 Equipment Data 13 SEER 18800 Heating System Type: Natural Gas Furnace Model: ML195UH045XP24B-* Indoor Model: Brand: MERIT 90 Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE Sound: Capacity: 41000 Sensible Capacity: n/a Latent Capacity: n/a AHRI Reference No.: n/a 10,122 -707 499 499 Latent Total Btuh Btuh_; -707 10,122 1,861 12,404 2,820 18,800 Cooling System Standard Air Conditioner 13ACXN 018-230A** C H35-24 B+TDR+TXV MERIT 13ACX SERIES 13 SEER 18800 15,980 Btuh 2,820 Btuh 10245860 -it of heat ,%O, aujid�. b 9 Q���Sion \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday. November 01. 2018. 11:39 AM Rhvac - Residential S Light Commercial HVAC Loads Front door Supply Sensible Latent Elite Software Development, Inc. Four Seasons Heating, Inc Degrees Faces CFM Gain Gain Tons 3240 Kendall Street Wheat Ridge, 00 ,80033 499 10,122 *-707 0.84 1.03 45° Northwest Page 9 Building Rotation Report -707 0.86 1.06 90° North 454 9,307 -707 All rotation degree values in this report are clockwise with respect to the project's original orientation. Northeast 537 Building orientation as entered (zero degrees rotation): Front door faces West 0.90 1.10 180° East Individual Rooms *11,008 -707 *0.92 *1.12 225° Southeast 544 10,937 00 450 No 1350 1800 2250 2700 3150 High Rm. Room Rot Rot Rot. Rot. Rot. Rot. Rot. Rot Duct No. Name CFM CFM C_ FM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Crawlspace *49 49 49 49 49 49 49 49 1--5 2 Main Floor 67 73 75 80 77 *86 79 75 1--6 Bedroom 3 Grt Room -- Pdr -- 137 137 111 148 *156 138 92 121 2--6 stairs 4 Master Bath 31 33 31 36 37 *40 34 35 1--4 5 We 14 15 19 18 14 19 *19 15 1--4 6 Wic 2 2 2 2 2 *2 2 2 1--4 7 Master Bedroom 177 178 154 182 *188 177 138 165 2--6 8 Upper Stairs 76 74 61 72 75 *82 70 81 1--6 * Indicates highest CFM of all rotations. Whole -Building Rotation Front door Supply Sensible Latent Net Recommended Degrees Faces CFM Gain Gain Tons Tons 0° West 499 10,122 *-707 0.84 1.03 45° Northwest 512 10,355 -707 0.86 1.06 90° North 454 9,307 -707 0.78 0.95 135° Northeast 537 10,811 -707 0.90 1.10 180° East *548 *11,008 -707 *0.92 *1.12 225° Southeast 544 10,937 -707 0.91 1.12 270° South 433 8,925 -707 0.74 0.91 315° Southwest 494 10,030 -707 0.84 1.02 * Indicates highest value of all rotations 0 0.8 0 U 0.7 0.6 Building Rotation Tonnage �— Building Recommended Tonnage —- Building Net Tonnage \\FSH-DC01\Folder Redirection ... \11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM Rhvac - Residential & Light Commercial HVAC Loads Four Seasons Heating, Inc Wheat Ridge, CO 80033 Building Rotation Report _cont'd) 14,000 13.000 12,000 11,000 Building Rotation Hourly Net Gain Elite Software Development, Inc. 3240 Kendall Street Page 10 9,000 8,000 7,000 6.000 �— Front door faces West ❑ Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South — — Front door faces Southwest Wiry of. Wheat Rrrr ,it/11017g Division \\FSH-DC01\Folder Redirection ...\11-1-18 3240 KENDALL STREET MAN D.rhv Thursday, November 01, 2018, 11:39 AM 3,134 U *,f-I'Ef_xAI...I._. `I I- I SPECIFICATIONS Gas Heating Model No. ML195UH 045XP24B ML195UH 045XP36B ML195UH 070XP36B ML195UH 090XP36C Performance 'AFUE 95% 95% 95% 95% Input - Btuh Output - Btuh Input - Btuh Output - Btuh 44,000 41,000 44,000 42,000 66,000 88,000 64,000 85,000 105,000 Temperature rise range - °F Gas Manifold Pressure (in. w.g.) Nat. Gas / LPG/Propane High static - in. w.g. 35-65 3.5/10.0 0.5 25-55 3.5/10.0 0.5 40-70 40-70 3.5/10.0 3.5/10.0 0.5 0.5 Connections in. Intake / Exhaust Pipe (PVC) Gas pipe size IPS 2/2 2/2 2/2 2/2 1/2 1/2 112 1/2 Condensate Drain Trap (PVC pipe) - i.d. with furnished 90° street elbow with field supplied (PVC coupling) - o.d. 3/4 3/4 3/4 3/4 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT Indoor Blower Wheel nom. dia. x width - in. Motor output - hp Tons of add-on cooling Air Volume Range - cfm 10 x 8 10 x 8 10 x 8 10 x 8 1/5 1/3 1/3 1/3 1.5-2 2-3 2.5-3 2-3 390-1140 700-1605 650-1585 655-1630 Electrical Data Voltage Blower motor full load amps Maximum overcurrent protection 11-1/2 x 10 120 volts - 60 hertz - 1 phase 1 3.1 6.1 6.1 6.1 15 15 15 15 Shipping Data lbs. - 1 package 119 121 127 142 NOTE - Filters and provisions for mounting are not furnished and must be field provided. Annual Fuel Utilization Efficiency based on DOE test procedures and according to FTC labeling regulations. Isolated combustion system rating for non -weatherized furnaces. _. SPECIFICATIONS Gas Model No. Heating ML195UH 090XP48C ML195UH 090XP60C ML195UH IIOXP48C ML195UH 110XP60C ML195UH 135XP60D Performance , AFUE 95% 95% 95% 95% 95% Input - Btuh Output - Btuh 88,000 88,000 110,000 110,000 132,000 85,000 85,000 105,000 106,000 126,000 Temperature rise range - °F Gas Manifold Pressure (in. w.g.) Nat. Gas / LPG/Propane 40-70 30-60 40-70 40-70 45-75 3.5 / 10.0 3.5/10.0 3.5/10.0 3.5/10.0 3.5/10.0 High static - in. w.g. 0.5 0.5 0.5 0.5 0.5 Connections Intake / Exhaust Pipe (PVC) in. Gas pipe size IPS 2/2 2/2 2/2 2/2 2/2 1/2 1/2 1/2 1/2 1/2 Condensate Drain Trap (PVC pipe) - i.d. with furnished 90° street elbow with field supplied (PVC coupling) - o.d. 3/4 3/4 3/4 1/2 1/2 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 MPT 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 MPT 3/4 slip x 3/4 Mipt 314 slip x 3/4 MPT 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 MPT 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 MPT Indoor Wheel nom. dia. x width - in. Blower Motor output - hp Tons of add-on cooling Air Volume Range - cfm 10 x 10 11-1/2 x 10 10 x 10 11-1/2 x 10 11-1/2 x 10 1/2 1 1/2 1 1 3-4 4-5 3-4 4-5 4-5 900-2140 1290 - 2445 715-2000 1235-2485 1135-2595 Electrical Voltage Data Blower motor full load amps Maximum overcurrent protection 120 volts - 60 hertz - 1 phase 8.2 11.5 8.2 11.5 11.5 15 15 15 15 15 Shipping Data lbs. - 1 package 147 152 159 164 177 NOTE - Filters and provisions for mounting are not furnished and must be field provided. 1 Annual Fuel Utilization Efficiency based on DOE test procedures and according to FTC labeling regulations. Isolated combustion system rating for non-weatherizedfurnaces. BLOWER DATA ML195UH045XP24B PERFORMANCE (Less Filter) cfm External Air Volume / Watts at Various Blower Speeds Watts Static Pressure High Medium- High Medium - Low Low in. w.9• cfm Watts cfm Watts cfm Watts cfm Watt 0.00 1140 455 920 365 765 295 710 265 0.10 1135 445 900 360 765 290 690 255 0.20 1125 430 895 350 755 285 680 255 0.30 1090 415 870 340 725 280 660 250 0.40 1065 405 870 325 715 270 635 245 0.50 1020 390 825 315 675 260 605 235 0.60 945 365 780 300 640 250 555 225 ^ '^ - ^'^ '"^ ^^r - 0.80 790 1 325 67C 275 1 510 240 225 505 455 1 220 205 0.90 735 1 310 57E 1 255 1 460 220 390 195 ML195UH045XP36B PERFORMANCE (Less Filter) External Air Volume / Watts at Various Blower Speeds Static Medium- Medium - Pressure High High Low Low in. w•g• cfm Watts cfm Watts cfm Watts cfm Watts 0.00 1605 700 1370 590 1160 475 1010 400 0.10 1600 680 1355 565 1155 465 1015 390 0.20 1550 645 1330 540 1150 445 1000 380 0.30 1480 620 1295 520 1140 430 1 975 365 0.40 1425 590 1280 490 1105 415 975 345 0.50 1355 565 1190 460 1085 395 940 335 0.60 1320 545 1165 435 1030 380 900 315 0.70 1225 500 1110 425 980 355 855 310 0.80 1135 480 1050 395 1 920 1 330 780 280 0.90 110251 445 950 1 360 1 795 1 295 700 255 ML195UH090XP60C PERFORMANCE (Less Filter ML195UH090XP36C PERFORMANCE (Less Filter) Watts External Air Volume / Watts at Various Blower Speeds Static Pressure High Medium- High Medium - Low Low in. w.g. cfm Watts cfm Watts cfm Watts cfm Watts 0.00 1630 715 1345 590 1090 475 885 385 0.10 1615 700 1320 580 1070 465 890 380 0.20 1580 675 1305 570 1070 455 890 370 0.30 1525 620 1295 535 1060 435 890 360 0.40 1480 615 1275 515 1055 430 885 350 0.50 1415 565 1220 485 1030 410 860 330 0.60 1350 535 1175 450 1005 390 835 310 0.70 1260 505 1115 415 955 360 785 290 0.80 1190 480 1010 380 880 325 740 285 0.90 1060 435 930 360 795 295 655 250 ML195UH090XP48C PERFORMANCE (Less Filter) External Air Volume / Watts at Various Blower Spee( Static Medium- Medium - Pressure High High Low Low in. w.g. cfm Watts cfm Watts cfm Watts cfm Watts 0.00 2140 880 1895 780 1590 645 1350 550 0.10 2110 850 1880 760 1585 635 1360 545 0.20 2060 810 1840 725 1580 620 1360 520 0.30 1990 765 1805 690 1550 585 1365 500 0.40 1925 750 1755 655 1510 545 1330 470 0.50 1830 700 1675 610 1460 525 1285 450 0.60 1720 645 1610 575 1390 480 1230 415 0.70 1600 615 1520 535 1300 465 1165 390 0.80 1455 560 1410 500 1200 430 1035 365 0.90 1300 515 1305 465 11100 1545 390 901 1 320 ML195UH 1 Page 19 Air Volume / Watts at Different Blower Speeds External Static Pressure Bottom Return Air, Side Return Air with Optional Return Air Base, Return Air from Both Sides or Return Air from Bottom and One Side. Single Side Return Air - Air volumes in bold require field fabricated transition to accommodate 20 x 25 x 1 in. air filter in order to maintain proper air velocit . in. w.g. Hi 0h Medium -High Medium -Low Low Hi h Medium -Hi h Medlu -Lowl Low cfm Watts cfm I Watts cfm Watts cfm Watts cfm Watts cfm Watts cfm Watts cfm I Watts 0.00 2445 1290 2235 1000 1875 840 1495 660 2445 1355 2180 1020 1785 850 1400 665 0.10 2430 1270 2220 985 1860 830 1500 650 2425 1335 2160 1010 1775 840 1405 655 0.20 2370 1260 2170 960 1875 805 1515 645 2390 1310 2135 985 1790 825 1435 645 0.30 2290 1220 2110 935 1855 785 1545 640 2305 1270 2080 960 1805 805 1455 640 0.40 2200 1190 2055 900 1835 765 1560 625 2230 1240 2015 925 1775 780 1460 1 630 0.50 2095 1155 1970 865 1785 735 1520 610 2150 1215 1965 900 1745 755 1460 620 0.60 2010 1145 1920 850 1725 715 1495 600 2055 1170 1890 865 1695 730 1440 605 0.70 1960 1120 1835 815 1655 690 1455 575 1955 1145 1805 840 1640 705 1415 590 0.80 1845 1080 1720 785 1570 665 1390 550 1825 1095 1705 815 1565 675 1360 565 0.90 1 1725 1040 1620 755 1490 645 1 1305 530 1 1715 1065 1 1590 775 1 1470 645 1 1290 540 ML195UH 1 Page 19 AIR RESISTANCE Total Air Resistance - in. w.g. Air Volume cfm CH35-18A-2F CH35-24A-2F CH35-2413-2F CH35-30A-2F Dry Wet Dry Wet Dry Wet Coil Coil Coil Coil Coil Coil CH35-3013-2F CH35-36A-2F CH35-3613-2F Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil 200 0.02 0.02 --- --- --- 0.03 I --- I --- 0.04 0.04 --- --- --- --- --- --- 0.10 400 0.05 0.06 0.04 0.05 0.05 0.02 0.02 - - - - - - - - - --- -- 600 600 0.09 0.11 0.09 0.11 0.05 0.09 0.07 0.09 0.11 0.15 0.10 0.05 0.06 - - - - - - - - - --- -- 800 800 0.15 0.17 0.15 0.19 0.17 0.09 0.11 0.15 0.18 0.08 0.10 1000 0.22 0.25 0.23 0.29 0.15 0.17 0.24 0.27 0.14 0.16 0.22 0.27 0.11 0.16 1200 - - - - - - 0.32 0.40 0.21 0.23 0.34 0.38 0.19 0.23 0.30 0.39 0.16 0.21 1400 - - - - - - 0.43 0.50 0.28 0.30 0.45 0.51 0.26 0.30 0.41 0.48 0.21 0.27 1600 --- --- --- --- --- --- --- --- --- --- 0.53 0.63 0.27 0.35 AIR RESISTANCE Air Volume CH35-36C-2F CH35-4213-2F CH35-42C-2F CH35-4813-2F CH35-48C-2F • CH35-51C-2F CH35-60D-2F cfm jry oil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil 800 0.06 0.08 0.10 0.10 0.06 0.06 --- --- --- --- --- --- --- --- 1000 0.10 0.13 0.14 0.18 0.09 0.10 0.14 0.16 --- --- --- --- --- --- 1200 0.15 0.18 0.20 0.25 0.15 0.16 0.19 0.23 0.16 0.19 0.15 0.16 - - - -- --- 1400 1400 0.19 0.23 0.26 0.31 0.18 0.21 0.25 0.29 0.21 0.26 0.20 0.23 0.12 0.16 1600 0.24 0.31 0.34 0.36 0.26 0.28 0.30 0.38 0.27 0.30 0.25 0.29 0.16 0.20 1800 - - - - - - 0.42 0.47 0.31 0.38 0.38 0.42 0.33 0.39 0.31 0.36 0.20 0.24 2000 --- --- --- --- --- --- --- 0.39 0.49 0.40 0.44 0.24 0.30 2200 --- --- --- --- --- --- --- --- --- --- 0.48 0.54 0.29 0.36 2400 --- --- --- --- --- --- --- --- --- --- --- --- 0.34 0.42 City of Wheat Ridge Building Division CH35 - 1.5 to 5 Ton Indnor Cnils / PanP 3 AHRI SYSTEM MATCHES - NORTH REGION NOTE - For the latest UD -to -date system matches Dlease visit the AHRI web site at httD://www.ahridirectorv.orq Model No. Expansion Device Capacity SEER EER Coil or Air Handler Furnace AHRI Reference 13ACXN018-23OA19 TXV 19,100 15.10 12.50 CH33-19 EL180UH045E36A 8624629 13ACXN018-23OA19 TXV 19,100 15.10 12.50 CH33-19 EL180UH045XE36A 8624617 13ACXN018-23OA19 TXV 18,600 13.00 11.00 CH33-19 8624555 13ACXN018-23OA19 TXV 19,000 15.10 12.00 CH33-24/30 EL180UH045E36A 8624618 13ACXN018-23OA19 TXV 19,000 15.10 12.00 CH33-24/30 EL180UH045XE36A 8624619 13ACXN018-23OA19 TXV 18,500 13.00 11.00 CH33-24130 8624556 13ACXN018-23OA19 TXV 19,500 15.50 12.50 CH33-25A EL180UH045E36A 8624620 13ACXN018-23OA19 TXV 19,500 15.50 12.50 CH33-25A EL180UH045XE36A 8624621 13ACXN018-23OA19 TXV 18,000 14.00 12.50 CH33-25B EL195UH03OXE24B 8624578 13ACXN018-23OA19 TXV 18,000 14.50 12.50 CH33-25B EL195UH045XE24B 8624595 13ACXN018-23OA19 TXV 18,800 13.00 11.00 CH33-25B 8624564 13ACXN018-23OA19 TXV 19,200 15.10 12.50 CH35-18A EL180UH045E36A 8624622 13ACXN018-23OA19 TXV 19,200 15.10 12.50 CH35-18A EL180UH045XE36A 8624573 13ACXN018-23OA19 TXV 18,600 13.00 11.00 CH35-18A 8624565 13ACXN018-23OA19 TXV 19,600 15.50 12.50 CH35-24A EL180UH045E36A 8624611 13ACXN018-23OA19 TXV 19,600 15.50 12.50 CH35-24A EL180UH045XE36A 8624574 13ACXN018-23OA19 TXV 19,000 14.00 11.00 CH35-24A 8624566 13ACXN018-23OA19 TXV 18,000 15.00 12.50 CH35-24B EL195UH03OXE24B 8624576 13ACXN018-23OA19 TXV 19,900 15.50 12.50 CH35-24B EL195UH045E36B 8624612 13ACXN018-23OA19 TXV 18,000 15.00 12.50 CH35-24B EL195UH045XE24B 8624594 1R0rXr\in1R-,?,ina1Q TX\/ 1Q Qnn 1F rn 17 rn (1Pgr1-7dR FI ?QFI il-InAryFRRR 8624575 13ACXN018-23OA19 I TXV 118,800 113.00 111.00 1 CH35-24B 18624567 SPECIFICATIONS Gas Heating Model No. ML195UH 045XP24B ML195UH 045XP36B ML195UH 070XP36B ML195UH 090XP36C Performance 'AFUE 95% 95% 95% 95% Input - Btuh Output - Btuh Input - Btuh Output - Btuh 44,000 41,000 44,000 42,000 66,000 88,000 64,000 85,000 105,000 Temperature rise range - °F Gas Manifold Pressure (in. w.g.) Nat. Gas / LPG/Propane High static - in. w.g. 35-65 3.5/10.0 0.5 25-55 3.5/10,0 0.5 40-70 40-70 3.5 / 10.0 3.5 110.0 0.5 0.5 Connections In. Intake / Exhaust Pipe (PVC) Gas pipe size IPS 2/2 2/2 2/2 2/2 1/2 1/2 1/2 1/2 Condensate Drain Trap (PVC pipe) - i.d. with furnished 90° street elbow with field supplied (PVC coupling) - o.d. 3/4 3/4 3/4 3/4 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT Indoor Blower Wheel nom. dia. x width - in. Motor output - hp Tons of add-on cooling Air Volume Range - cfm 10 x 8 10 x 8 10 x 8 10 x 8 1/5 1/3 1/3 1/3 1.5-2 2 - 3 2.5-3 2 - 3 390-1140 700 - 1605 650-1585 655-1630 Electrical Data Voltage Blower motor full load amps Maximum overcurrent protection Indoor Wheel nom. dia. x width - in. Blower Motor output - hp Tons of add-on cooling Air Volume Range - cfm 120 volts - 60 hertz - 1 phase 11-1/2 x 10 3.1 6.1 6.1 6.1 15 15 15 15 Shipping Data Ibs. - 1 package 119 121 127 142 NOTE - Filters and provisions for mounting are not furnished and must be field provided. Annual Fuel Utilization Efficiency based on DOE test procedures and according to FTC labeling regulations. Isolated combustion system rating for non -weatherized furnaces. REG IVF SPECIFICATIONS Gas Model No. Heating ML195UH 090XP48C ML195UH 090XP60C ML195UH 110XP48C ML195UH 110XP60C ML195UH 135XP60D Performance 1 AFUE 95% 95% 95% 95% 95% Input - Btuh Output - Btuh 88,000 88,000 110,000 110,000 132,000 85,000 85,000 105,000 106,000 126,000 Temperature rise range - °F Gas Manifold Pressure (in. w.g.) Nat. Gas / LPG/Propane 40-70 30-60 40-70 40-70 45-75 3.5/10.0 3.5/10.0 3.5 / 10.0 3.5/10.0 3.5/10.0 High static - in. w.g. 0.5 0.5 0.5 0.5 0.5 Connections Intake / Exhaust Pipe (PVC) in. Gas pipe size IPS 212 2/2 2/2 212 2/2 1/2 1/2 1/2 1/2 1/2 Condensate Drain Trap (PVC pipe) - i.d. with furnished 90° street elbow with field supplied (PVC coupling) - o.d. 3/4 3/4 3/4 1/2 1/2 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 Mipt 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT 3/4 slip x 3/4 MPT Indoor Wheel nom. dia. x width - in. Blower Motor output - hp Tons of add-on cooling Air Volume Range - cfm 10 x 10 11-1/2 x 10 10 x 10 11-1/2 x 10 11-1/2 x 10 1/2 1 1/2 1 1 3-4 4-5 3-4 4-5 4-5 900-2140 1290-2445 715-2000 1235-2485 1135-2595 Electrical Voltage Data Blower motor full load amps Maximum overcurrent protection 120 volts - 60 hertz - 1 phase 8.2 11.5 8.2 11.5 11.5 15 15 15 15 15 Shipping Data lbs. - 1 package 147 152 159 164 177 - NOTE - Filters and provisions for mounting are not furnished and must be field provided. 1 Annual Fuel Utilization Efficiency based on DOE test procedures and according to FTC labeling regulations. Isolated combustion system rating for non -weatherized fumeees.; BLOWER DATA ML195UH045XP24B PERFORMANCE (Less Filter) External Air Volume / Watts at Various Blower Speeds Static Pressure High Medium- High Medium - Low Low in. w.g. cfm Watts cfm Watts cfm Watts cfm Watts 0.00 1140 455 920 365 765 295 710 265 0.10 1135 445 900 360 765 290 690 255 0.20 1125 430 895 350 755 285 680 255 0.30 1090 415 1 870 340 725 280 660 250 0.40 1065 405 870 325 715 270 635 245 0.50 1020 390 825 315 675 260 605 235 0.60 945 365 780 300 640 250 555 225 0.70 1225 500 1110 425 980 355 855 310 0.80 790 325 67C275 510 225 455 205 0.90 735 310 57E 1 255 460 220 390 195 ML195UH045XP36B PERFORMANCE (Less Filter) External Air Volume / Watts at Various Blower Speeds Static Pressure High Medium- High Medium- Low Low in. w.g. cfm Watts cfm Watts cfm Watts cfm Watts 0.00 1605 700 1370 590 1160 475 1010 400 0.10 1600 680 1355 565 1155 465 1015 390 0.20 1550 645 1330 540 1150 445 1000 380 0.30 1480 620 11295, 1295 520 1140 430 975 365 0.40 1425 590 1280 490 1105 415 975 345 0.50 1355 565 1190 460 1085 395 940 335 0.60 1320 545 1165 435 1030 380 900 315 0.70 1225 500 1110 425 980 355 855 310 0.80 1135 480 1050 395 920 330 780 280 0.90 1025 445 950 360 795 295 700 255 ML195UH090XP60C PERFORMANCE (Less Filter ML195UH090XP36C PERFORMANCE (Less Filter) External Air Volume / Watts at Various Blower Speeds Static Pressure High Medium- High Medium - Low Low in. w.g. cfm Watts cfm Watts cfm Watts cfm Watt! 0.00 1630 715 1345 590 1090 475 885 385 0.10 1615 700 1320 580 1070 465 890 380 0.20 1580 675 1305 570 1070 455 890 370 0.30 1525 620 1295 535 1060 435 890 360 0.40 1480 615 1275 515 1055 430 885 350 0.50 1415 565 1220 485 1030 410 860 330 0,60 1350 535 1175 450 1005 390 835 310 0.70 1260 505 1115 415 955 360 785 290 0.80 1190 480 1010 380 880 325 740 285 0.90 10601 435 930 360 795 295 655 250 ML195UH090XP48C PERFORMANCE (Less Filter) External Air Volume / Watts at Various Blower Speeds Static Pressure High Medium- High Medium - Low Low in. w.g. cfm Watts cfm Watts cfm Watts cfm Watts 0.00 2140 880 1895 780 1590 645 1350 550 0.10 2110 850 1880 760 1585 635 1360 545 0.20 2060 810 1840 725 1580 620 1360 520 0.30 1990 765 1805 690 1550 585 1365 500 0.40 1925 750 1755 655 1510 545 1330 470 0.50 1830 700 1675 610 1460 525 1285 450 0.60 1720 645 1610 575 1390 480 1230 415 0.70 1600 615 1520 535 1300 465 1165 390 0.80 1455 560 1410 500 1200 430 1035 365 0.90 1300 515 1305 465 1100 390 901 320 ML195UH / Page 19 Air Volume / Watts at Different Blower Speeds External Static Pressure Bottom Return Air, Side Return Air with Optional Return Air Base, Return Air from Both Sides or Return Air from Bottom and One Side. Single Side Return Air - Air volumes in bold require field fabricated transition to accommodate 20 x 25 x 1 in. air filter in order to maintain proper air velocit . in. w.g. High Medium -Hi h Medium -Low Low High IMedium-Hi h Medium -Low Low cfm I Watts cfm Watts cfm Watts cfm I Watts cfm I Watts cfm Watts cfm Watts cfm Watts 0.00 2445 1290 2235 1000 1875 840 1495 660 2445 1355 2180 1020 1785 850 1400 665 0.10 2430 1270 2220 985 1860 830 1500 650 2425 1335 2160 1010 1775 840 1405 655 0.20 2370 1260 2170 960 1875 805 1515 645 2390 1310 2135 985 1790 825 1435 645 0.30 2290 1220 2110 935 1855 785 1545 640 2305 1270 2080 960 1805 805 1455 640 0.40 2200 1190 2055 900 1 1835 765 1560 625 2230 1240 2015 925 1775 780 1460 630 0.50 2095 1155 1970 865 1785 735 1520 610 2150 1215 1965 900 1745 755 1460 620 0.60 2010 1145 1920 850 1725 715 1495 600 2055 1170 1890 865 1695 730 1440 605 0.70 1960 1120 1835 815 1655 690 1455 575 1955 1145 1805 840 1640 705 1415 590 0.80 1845 1080 1720 785 1570 665 1390 550 1825 1095 1705 815 1565 675 1360 565 0.90 1725 1040 1620 755 1490 645 1305 530 1715 1065 1590 775 1470 645 1290 540 ML195UH / Page 19 AIR RESISTANCE Total Air Resistance - in. w.g. Air Volume cfm CH35-18A-2F CH35-24A-2F CH35-2413-21F CH35-30A-2F Dry Wet Dry Wet Dry Wet Coil Coil Coil Coil Coil Coil CH35-3013-21F CH35-36A-2F CH35-3613-2F Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil 200 0.02 0.02 --- --- --- 0.03 --- --- 0.04 0.04 --- --- --- --- --- --- 0.10 400 0.05 0.06 0.04 0.05 0.05 0.02 0.02 - - - - - - --- --600 0.10 600 0.09 0.11 0.09 0.11 0.05 0.09 0.07 0.09 0.11 0.15 0.10 0.05 0.06 - - - - - - - - - --- -- 800 800 0.15 0.17 0.15 0.19 0.17 0.09 0.11 0.15 0.18 0.08 0.10 1000 0.22 0.25 0.23 0.29 0.15 0.17 0.24 0.27 0.14 0.16 0.22 0.27 0.11 0.16 1200 - - - - - - 0.32 0.40 0.21 0.23 0.34 0.38 0.19 0.23 0.30 0.39 0.16 0.21 1400 - - - - - - 0.43 0.50 0.28 0.30 0.45 0.51 0.26 0.30 0.41 0.48 0.21 0.27 1600 --- --- --- --- --- --- --- --- --- --- 0.53 0.63 0.27 0.35 AIR RESISTANCE Air Volume CH35-36C-2F CH35-4213-2F CH35-42C-2F CH35-4813-2F CH35-48C-2F CH35-51C-2F CH35-60D-2F cfm Dry Coil Wet Coil Dry Coil Wet Coil dry Coil Wet Coil Dry Coil Wet Coil dry Coil Wet Coil Dry Coil Wet Coil Dry Coil Wet Coil 800 0.06 0.08 0.10 0.10 0.06 0.06 --- --- --- --- --- - -- --- --- 1000 0.10 0.13 0.14 0.18 0.09 0.10 0.14 0.16 --- --- --- --- --- --- 1200 0.15 0.18 0.20 0.25 0.15 0.16 0.19 0.23 0.16 0.19 0.15 0.16 - - - --- -- 1400 1400 0.19 0.23 0.26 0.31 0.18 0.21 0.25 0.29 0.21 0.26 0.20 0.23 0.12 0.16 1600 0.24 0.31 0.34 0.36 0.26 0.28 0.30 0.38 0.27 0.30 0.25 0.29 0.16 0.20 1800 - - - - - - 0.42 0.47 1 0.31 0.38 0.38 0.42 0.33 0.39 0.31 0.36 0.20 0.24 2000 --- --- --- --- --- --- --- --- 0.39 0.49 0.40 0.44 0.24 0.30 2200 --- --- --- --- --- --- --- --- --- --- 0.48 0.54 0.29 0.36 2400 --- --- --- --- --- --- --- --- --- --- --- --- 0.34 0.42 City of Wheat Ridge Building Division CH35 - 1.5 M.5 Ton Indoor Oils t Pana 3 AHRI SYSTEM MATCHES - NORTH REGION NOTE - For the latest up- -date sstem matches lease visit the AHRI web site at http://www.ahri(Jirectory.org Model Expansion Capacity SEER EER Coil or Furnace AHRI No. Device Air Handler Reference 13ACXN018-23OA19 TXV 19,100 15.10 12.50 CH33-19 EL180UH045E36A 8624629 13ACXN018-23OA19 TXV 19,100 15.10 12.50 CH33-19 EL180UH045XE36A 8624617 13ACXN018-23OA19 TXV 18,600 13.00 11.00 CH33-19 8624555 13ACXN018-23OA19 TXV 19,000 15.10 12.00 CH33-24/30 EL180UH045E36A 8624618 13ACXN018-23OA19 TXV 19,000 15.10 12.00 CH33-24/30 EL180UH045XE36A 8624619 13ACXN018-23OA19 TXV 18,500 13.00 11.00 CH33-24/30 8624556 13ACXN018-23OA19 TXV 19,500 15.50 12.50 CH33-25A EL180UH045E36A 8624620 13ACXN018-23OA19 TXV 19,500 15.50 12.50 CH33-25A EL180UH045XE36A 8624621 13ACXN018-23OA19 TXV 18,000 14.00 12.50 CH33-25B EL195UH03OXE24B 8624578 13ACXN018-23OA19 TXV 18,000 14.50 12.50 CH33-25B EL195UH045XE24B 8624595 13ACXN018-23OA19 TXV 18,800 13.00 11.00 CH33-25B 8624564 13ACXN018-23OA19 TXV 19,200 15.10 12.50 CH35-18A EL180UH045E36A 8624622 13ACXN018-23OA19 TXV 19,200 15.10 12.50 CH35-18A EL180UH045XE36A 8624573 13ACXN018-23OA19 TXV 18,600 13.00 11.00 CH35-18A 8624565 13ACXN018-23OA19 TXV 19,600 15.50 12.50 CH35-24A EL180UH045E36A 8624611 13ACXN018-23OA19 TXV 19,600 15.50 12.50 CH35-24A EL180UH045XE36A 8624574 13ACXN018-23OA19 TXV 19,000 14.00 11.00 CH35-24A 8624566 13ACXN018-23OA19 TXV 18,000 15.00 12.50 CH35-24B EL195UH03OXE24B 8624576 13ACXN018-23OA19 TXV 19,900 15.50 12.50 CH35-24B EL195UH045E36B 8624612 13ACXN018-23OA19 TXV 18,000 15.00 12.50 CH35-24B EL195UH045XE24B 8624594 1'3Ar'XNIn1A_,)gnA10 TX\/ 10 ann 1r,, Fn 17 rn rl-Igr,,_9AP FI ?ari INndFXF'ArP 8624.575 13ACXN018-23OA19 I TXV 118,800 113.00 111.00 1 CH35-24B ( 8624567 3240 KENDALL STREET SPECIFICATIONS Gas Yodel Ino. YL195UH iL195M Hesad" 049onm 049 368 YL.1S" 07070.368 YL195tf- 0907P36C Perlioranance "AFM 9594 %% %% 0% -- I � j E U hiput - BWh 44.000 44.000 J Oulpt - Bbb 41.000 42.000 66000 88.000 64.000 85.000 Txe rise range -'F 35-65 25-55 Gas MmftW Pmssure (n wg.) 3.5110.0 3.5110.0 r Nlat. Gas I L.PGlPropane Filth sialic - in. wg 0.5 0.5 40-70 40-70 3.5110.0 3.5110.0 0.5 0-5 Connections trftalae I Exhaust Pipe (PVC) hL Gas pipe size IPS 212 212 212 212 112 12 111 12 Carnd mMe Drain Trap (PVC pipe) - Ld. wrlh firn4shed g1r ske d elbow with field suppied (PVC a x4ft) - o -d 314 314 314 314 314 sip x 314 NO 314 sip x 314 L*t 314 sip x 314 W 314 sip x 314 AW 314 sip x 314 MPT 314 sip x 314 MPT 314 sip x 3F4 MPT 314 sip x 314 MPT indoor Wheel nom. dna x width - in. Rin-aMotor outpn4-hp Tons of add-on cooing Air Vd me Range - dm 10 x 8 10 x 8 10 x 8 10 x 8 U5 113 113 113 1.5-2 2-3 2.5-3 2-3 390 -1140 700-1605 650-1585 655-1630 FIN ctrical VfoRage Data Bbwer motor fin bad amps MwtfffNlm overcurerft protection 120 voNs - 60 hertz -1 phase 3.1 6.1 6.1 6.1 15 15 15 15 Shk*ig Daft los. -1 padrage 119 121 127 1 142 SPECIFICATIONS Gas Yodel No_ -eating I YL1950HYLIMM 090MMW YL.1950- 09 XPWC IMP= Yu"M 11070p60C EL195M 135XP60D Pwforram AFUE 95% 95% 95 95% Input - Btuh Output - Bluh 88,000 MOOD 110.000 110.000 132.000 85,000 85.000 105,000 106.000 126.000 Temperature rise targe -'F Gras Manifold Pressure Cm- w_g.) Nat_ Gas I LPG1Propane 40-70 30-60 40-70 40-70 45-75 3.5110-0 3.5110.0 3.5110.0 3.5110.0 3.5110.0 Filth sialic - in. w g. 0.5 0.5 0.5 0.5 0.5 Connections Int" I Exhaust Pipe (PVC) k" Gas pipe size IPS 212 212 212 212 212 112 112 12 111 112 Condensate Drain Trap (PVC pine) - i d. wih furnished 9V street elbow wilhfield suppled (PVC coupling) -od.314sfpx314MPT314sfpx314MPT3Ksipx314MPT3/4s(px314 314 314 314 112 112 314 sip x 314 sip x 314 sip x 314 W 39 sip x W4 W M stip x 314 Mipt 314sipx314MPT rnrbor Wheel nom. dn& x width - in. Blower Motor output - hp Tons of add-on cooing Air Vroiime Range - cfin 10 x 10 1142 x 10 10 x 10 11412 x 10 1142 x 10 12 1 12 1 1 3-4 4-5 3-4 4-5 4-5 900 -2140 1290-24451 715 - 2000 1235-2485 1135-2595 Beckical Vcttage DamBlower motor fuN bad amps Maxiffmim orerrunent protection 120 vol4s - 60 hertz -1 phase 82 11.5 82 11.5 ?�°f 15 15 15 15 Shl;W"Data lbs, -1 padcage 147 152 159 164 177 NOTE -Fftmwdpmwi*mfm 1a -ng as not Uridedand mnabeWd - Building Division 'Awad Fuel UWzBdon EffcWnny basad on DOE last p mmdL es and acmwdWV Vz FTC UMrq magdebom ba led ow6uAw vjstam rsfg inn nonaeegowbad iimAMM . JG"rV 1\LIYV1ILL V 1 1 ILL 1 SLOWER DATA OU PAss FUnf -far r-1 Air Vbhane / M1dLs at various Blowier Speeds Stalk Pressure HftYadiun- s H4h lAm Fftw) lieu P I Ar vroluna / WO at various Bkmw Speeds Cho Ednral Ar voluree /'WO at %%nous Blo.er Speeds thin 1605 Ifth Lar La. Stade Pressr.e 189h 780 000.10 � Lar 680 Lar 565 Sbft Pressure Cho7E620 760 Che 010 C8n 645 Cho 540 R Ali- Cho Waft CON Waft Clam Vftft C` NL W-& 0.00 1140 455 920 365 765 295 710 265 000 1630 1425 13115 990 1090 475 885 385 0.10 1135 445 900 360 765 290 690 2% 0.10 1615 1320 1320 580 1070 465 890 380 020 1125 430 885 360 755 285 680 255 010 1500 1135 1306 570 1070 455 890 370 0.30 1090 415 870 340 725 280 660 250 0.30 1525 901 1295 535 1060 435 890 360 0.40 1065 405 870 325 715 270 635 245 0.40 1480 615 1275 515 1055 430 885 390 0.50 1020 390 825 315 675 260 605 235 0.50 1415 565 1220 485 1030 410 860 330 0.60 945 365 780 300 640 250 555 225 0.60 1390 535 1175 450 1005 390 1835 310 665 1390 1 550 1825 1055 240 505 220 0.70 1260 505 1115 415955 1040 360 785 290 645 1305 1 530 1715 1065 1590 1 775 1470 11 645 1290 540 080 7901113M 11 67C 275 510 225 455 205 0.80 1190 480 1010 380 880 325 740 285 0.90 735 310 575 255 460 220 390 195 0.90 1060 435 930 360 79511295 655 250 NL1 (Less Fifer) -far Exlernal Air Vbhane / M1dLs at various Blowier Speeds Stalk Pressure HftYadiun- s H4h medium- Lar lieu iR UA- cho Lax cfm Cho � chn 4cFbma Vbft0.00 thin 1605 700 1370 990 1160 475 780 000.10 645 1600 680 13% 565 11% 465 760 90 010 1550 645 1330 540 1150 445 1000 380 0.30 1480 620 1295 520 1140 430 975 365 0.40 1425 590 128D 490 1105 415 975 345 0.50 1355 565 1190 460 1085 395 940 335 0.60 1320 545 1165 435 10610 380 900 315 0.70 1225 500 415 0.70 1600 1615 640 855 310 080 1135 480 [111014251198011355 1050 395 920 330 780 280 0.90 1025 445 950 360 795 291 700 255 IL.1 (Less Fier] -far Esierml Ar %%h■ of / Watts at various Blower Speeds Sladc Pressure lieu ■n- u iledty� Lar Lax R W.9. Cho cfrn chn can Cho thin Corn Cfm 0.00 2'MO 880 "895 780 1590 645 1350 590 0.10 2110 89D 1880 760 1585 635 1360 545 020 2060 810 1840 725 1580 620 1360 520 0.30 1990 765 1805 690 1550 585 1365 500 0.40 1925 750 1755 656 11510,545 1330 470 0.50 1830 700 1675 610 114MM 1 525 12851 450 0.60 172D 645 16-10l 575 11390, 480 1230 415 0.70 1600 1615 640 1520535 !1300 465 1165 390 0.80 145515M 640 1410 500 1200 1430 12055 1035 365 01.90 "300 515 1305 i 465 1100 390 901 320 mL" Air Voluvae l Wads at Diferent Bkmw Speeds External. A, Side Return Air w1r Optional Raft. Side Roll Air -Air vokxnes in bold require field Stalk . Base, Return Air from Both Sides or Return Air from Iraralk n b accorrrnodale 20 x 25 x 1 in_ air fiber 'sL W g. fun -far coir Me�urn-�o�rr I.aw c5n MIIaLLs cfrn Watts can 110a1ts thin waft Cfm lO Cho M1rAts cen MFilts CAN Watts 0.00 2445L1260 2235 1000 1875 840 1495 660 2445 1355 21U 1020 1785 850 1400 665 0.10 2430 X20 985 1860 830 1500 650 2425 1335 2110 1010 1775 840 1405 655 020 2370 2170 960 1875 805 1515 645 2390 1310 2135 505 1790 825 1435 645 0.30 2290 1220 12110 935 1855 785 1 1545 640 2305 1210 960 11805 805 1455 640 0.40 1 2200 1190 12055 900 1835 765 1 1560 625 22'80 1240 20"5 925 1775 780 1460 630 0.50 12095 1155 1970 865 1785 735 1520 11 610 121SO 1215 1965 900 1745 7% 1460 620 0.60 2010 1145 1920 850 1725 715 1495 600 2056 1176 1x90 065 1695 730 1440 605 0.70 1960 1120 1835 815 1655 690 1455 575 1955 1145 1805 840 1640 705 1415 590 0.80 1845 1080 1720 785 1570 665 1390 1 550 1825 1055 1705 815 1565 675 1360 565 0.90 1725 1040 1620 755 149011 645 1305 1 530 1715 1065 1590 1 775 1470 11 645 1290 540 mug" !p"p 1! AIR RESISTANCE 3240 KENDALL STREET Total Ak Resistume - iL uL& Ak Mme COW CH35-ISA-M Dry Wat Con Can CHMS-24A,2F g135,14B-2F CH35,38A-2F Dryrll� Dry V"Dry Wet Com Con Cam Com Con Coi CH35 30B -2F CMSaSA-W CM5a6BW Dry can VMDry can Cai VM con Cal Wat Con 200 0.02 002 --- --- --- 0.03 --- --- 0.04 0.04 --- --- Dry Com wd Com 800 006 008 400 005 006 0.04 0.05 0.05 0.02 0.01 - - - - - - - - - - - - 600 0.09 011 0.09 0.1i 0.05 0.07 009 0.10 0.05 006 --- --- --- --- 800 0.15 017 0.15 0.19 009 0.11 0.15 0.17 0.09 0.11 0.15 0.18 0.08 010 1000 0.22 025 023 0.29 015 0.17 0.24 027 0.14 016 022 027 0.11 016 1200 - - - - - - 0.32 0.40 021 023 0.34 038 0.19 1 023 0.30 0.39 0.16 021 1400 --- --- 0.43 0.50 028 0.30 0.45 0-51 025 030 041 0.48 021 027 1600 --- --- --- --- --- --- --- --- --- --- 0.53 0.63 027 0.35 AIR RESISTANCE Mow a CH35�6C-2F g135.4ffi CH354SC�F CH3S-WC•3F cbm My Cal Wet Con Dry Com Wet Com Dry Com vm Con Com wat Com Dry Com WA Con Dry Can WA Con Dry Com wd Com 800 006 008 0.10 0.10 006 0.06 --- --- --- --- --- --- --- --- 1000 0.10 013 0.14 0.18 009 0.10 0.14 0.16 --- --- --- --- --- --- 1200 0.15 018 020 025 0.1.5 0.16 0.19 023 0.16 0.19 015 0.16 - - - -- --- 1400 1400 0.19 023 026 0.31 0.18 021 025 029 021 026 020 11 023 0.12 0.16 1600 024 "1 0.34 0.36 0.26 028 0.30 0.38 027 0.30 025 029 0.16 020 1800 - - - - - - 0.42 0.47 0.31 0.38 0.38 0.42 0.33 0.39 0.31 0.36 020 024 2000 --- --- --- --- --- --- --- --- 039 049 040 0.44 024 0-30 2200 --- --- --- --- --- --- --- --- --- --- 0.48 0.54 029 0.36 2400 --- --- --- --- --- --- --- --- --- --- 0.34 042 City of Wheat Ridge Building Division CH35 - IS to 5 Tan WOW Caft l Page 3 t, � I r�� 'hL;' ��-��I_'_.' � e` _�;llli !L'-_:w,L :.� � � L..�_ lL_ 1.�_►� :.:--�, � !J- �_ 'l . ♦ � L LJ_�i=w._�_� �_i�. N& DwviceEM Com or Ak FRateFems 13AC)M8 230A19 TXV 19,100 15.10 12.50 CH33-19 EL180UH045E36A 8624629 13ACXN018-230A19 TXV 19,100 15.10 12.50 CH33-19 ELI 8624617 13AC.XN018-23GAA19 TXV 18,600 13.00 11-W CH33-19 924555 13ACXNM8-230A19 TXV 19,000 15.10 1200 CH33-24130 ELi80Uii045E31 6A 8624618 13AC)M8-230A19 TXV 19,000 15.10 12.00 CH33-24M EL180UF045XE36A 8624619 13ACXN018-230A19 TXV 181500 1300 11.00 { 24030 8624556 13ACXNM8-230A19 TXV 19500 15.50 12.50 CSA I ELi80UF045E36A 8624620 13ACXNMS-23DA19 TXV 19„500 15.50 12.50 CH33-M EL180UH045XE36A 8624621 13ACXNMS-230A19 TXV 18,000 14.00 1250 t B ELi 48 8624578 13ACXN018-230A19 TXV 18,000 14.50 12.50 CH33-M EL195UH049aE24B 8624595 13ACJ04018-230A19 TXV 18,800 1300 11.00 C 25B 8624564 13ACXN018-230A19 TXV 19„200 15.10 12.50 CH35-18A EL180UH04�1E5E3� 8624622 13AC)M8 230A19 TXV 19,200 15.10 12.50 CH35-18A EL180UH045XE36A 8624573 13ACXM18-230A19 TXV 18,600 1300 11.00 CH35-18A 024565 13ACXN018-230A19 TXV 19,600 15.50 12.50 C H35 -24A EL180Ut04.5E36A 8624611 133AC.XNM8 23OA19 TXV 19,600 15..50 12-50 CH35-M ELI 024574 13ACXN018-230A19 TXV 19,000 14.00 11.00 C3H35-24A 8624566 13ACXNM8-230A19 TXV 18,000 15.00 12.50 C H35 -M EL1951 E2U1 �) 4B 8624576 13ACXN018 230A19 TXV 19,900 15.50 1250 C H35 -24B EL195L*K)45E36B 18624612 13AQM8-230A19 TXV �Tyv 18,000 15.00 1250 C3H35-248 EL195UH04W E24B 8624594 1ZArvIJ "SL7v%A1a 11a am 1S r,A 17 m;n F1 9c" &4m9zyT=lAm iA 4575 13AC.)M 8-230A19 JIT" `118,800 111300 1111.00 Il an5-24B 11 8624567 LAND TITLE GUARANTEE COMPANY 5690 DTC BLVD 650E ENGLEWOOD, CO 80111 Phone: 303-770-9596 Land Title Fax: 303-393-4788 GUARANTEE COMPANY WWW.LTGr.COM STATEMENT OF SETTLEMENT "PURCHASERS" PROPERTY ADDRESS: 3240 KENDALL STREET WHEAT RIDGE CO 80033 SELLER(S): THOMAS O'NEILL III AND MARGARET M. O'NEILL BUYER(S): JESSICA FORRESTAL AND CASEY FORRESTAL SETTLEMENT DATE: June 24, 2011 DATE OF PRORATION: June 24, 2011 Par ' it-, ITEM DESCRIPTION _ _ ...._ ........ Debit Credit _ Sales Price .. ..... .... .... ........ ....... ......... ..... ...... ................................................................................................................... 191,500.00 Earnest Money Land.Title Guarantee Company 2,000.00 New Loan Amount METLIFE HOME LOANS,. A DIVISION OF ..................................................................................................................................................................................................................................................................... METLIFE BANK N.A .............-:..... ........... .............. .......................... 181,925.00 Title Insurance ALTA Loan Policy LAND TITLE GUARANTEE ...........,...... .. COMPANY ......................................................................................................................................................................................................................................................................................... 325.00 Tax Certificate LAND TITLE GUARANTEE COMPANY ..................................................................................................................................--........................................................................................ 25.00 Record Warranty Deed........................................................................... ...............................................-..................................................... ...................................................... 16.00 Record Deed of Trust LAND TITLE GUARANTEE COMPANY _ -..................... 151.00 ....... ........................ .. Documentary Fee...... ......... ........ 19.15 ................................................................................................................................................................. Current Taxes 023675 01/O1/11 to 06/24/11 @ _. _...... ._...... ._ $3.3926/day... .... ......................................................................................................................I........................... ..............._._ _ 590.31 Tax Reserves 4 mos. @ $106.41 .............................................................................................................................................................................................................................. 425.64 Hazard Insurance Premium AAA COLORADO INC .............................................................................................................................................................................................................................................................................................. -...... ................................................... 538.00 Hazard Insurance Reserves 3 mos. @ $44.83 .......................................................................................................................... 134.49 ..............................................................::.......................................................................................... Aggregate Adjustment METLIFE HOME LOANS, A DIVISION OF .................................................................................................................................................................................................... I ........................... METLIFE BANK, N.A. ......................................................................................................................................................................................................................................................................................... 106.39 Our origination charge METLIFE HOME LOANS, DIVISION ......................................................................................................................................................................:... OF METLIFE BANK, N.A. ............................................................................................................................................................................................................................................................................................ 550.00 Your credit or charge (points) for the specific ........ ........ ......... ...... ........ ......... interest rate chosen METLIFE HOME LOANS A DIVISION ........................................................... 1.................................................................................................................................................................................. OF METLIFE BANK, N.A._...... __..... _ _....... 2,274.06 ....... _......_ _.. Loan Interest ...............................0...6..-..2..4...-..1..1..to .0...7..-..0..1-11@ 22.1090 .. ..................................................._........................................................................................................................ 154.76 Tax Service Fee TOTAL MTG SOLUTIONS .............................................................................................................................................................................................................................................................................. 90.00 Appraisal Fee REAL ESTATE APPRAISAL SPEC 400.00 (POC) ............................................................................................................................................. I ...... 35.00 0 Credit Report TOTAL CREDIT SERVICE .............................................................................................................................................................................................................................................. 20.00 Flood Certification FEDERAL FLOOD ............................. 26.00 .............. Loan Closing Fee LAND TITLE GUARANTEE COMPANY ..................................................... ..... ......... ......... ......... , ..I..........................,.... 330.00 ......... ........ ............................................................ Closing Fee LAND TITLE GUARANTEE COMPANY ..................................... 140.00 - ......... ........... Sewer Prepaid 06 24 t.o...01.-.01 0.4000 WHEATRIDGE ..................... ......... ................................................................................................................................................................. SANITATION76.40 _..... ....- ....... .__ SELLER PAID CLOSING COSTS......... . _ ............ . .. ............... .............................. 5,000.00 ....... ........................................................ **** SubTotaIs **** ........................................................ Due From Buyer/Borrower ..................................................................... Totals The above figures do not include sales or use taxes on property APPROVED AND ACCEPTED11e8t R, e Form 13347 06/2008 ltgLdt K70304225 {115672121 guitdin9 D'.'s1on PURCHASER(S): s im CA FORRESTA EY FOR STAL City of Wheat Ridge Form 13347 06/2008 Itgl.dt K70304225 {11567212} Building Division Return To: MetLife Home Loans - POST CLSG MAIL RM 1555 W Walnut Hill Ln #200 MC 6712 Irving, TX 75038 Prepared By: MetLife Home Loans, a Division of MetLife Bank, N.A. 6400 S. Fiddlers Green Suite 1970 Greenwood Village, CO 80111 [Space Above This Line For Recording Data] DEED OF TRUST MIN " Y'_1 0074766098 100749500747660986 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument" means this document, which is dated June 24th, 2011 together with all Riders to this document. (B) "Borrower" is CASEY FORRESTAL & JESSICA FORRESTAL, Husband & Wife Borrower is the trustor under this Security Instrument. (C) "Lender" is MetLife Home Loans, a Division of MetLife Bank, N.A. Lender is a NATIONAL BANK COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS Form 3006 1/01 (M®CO) login) 6A( Paget 0175 Is 11111111111111 IN VMP MORTGAGE FORMS - (800)521-7291 C1ty of heat R�d9e guildin9 Olvislon organized and existing under the laws of THE UNITED STATES OF AMERICA Lender's address is 4000 HORIZON WAY IRVING, TEXAS 75063 (D) "Trustee" is the Public Trustee of Jefferson County, Colorado. (E) "MFRS" is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MERS is the beneficiary under this Security Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679 -MFRS. (F) "Note" means the promissory note signed by Borrower and dated June 24 th, 2011 The Note states that Borrower owes Lender ONE HUNDRED EIGHTY ONE THOUSAND NINE HUNDRED TWENTY FIVE & 00/100 Dollars (U.S. S 181, 925 .00 ) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than JULY 1, 2041 (G) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (I) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower [check box as applicable]: 0 Adjustable Rate Rider Ej Condominium Rider 0 Second Home Rider 0 Balloon Rider D Planned Unit Development Rider ❑ 1-4 Family Rider VA Rider El Biweekly Payment Rider Other(s) [specify] (J) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non-appcalable judicial opinions. (K) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (L) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (M) "Escrow Items" means those items that are described in Section 3. (N) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and/or condition of the Property. (0) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Loan. (P) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (Z©6A(CO) (oato) Page 2 at 15 nitlais: Form 3006 1/01 City of Wheat Ridge Building Division (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq.) and its implementing regulation, Regulation X (24 C.F.R. Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage loan" under RESPA. (R) "Successor in Interest of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns) and the successors and assigns of MERS. This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower, in consideration of the debt and the trust herein created, irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the County Of Jefferson [Type of Recording Jurisdiction] (Name of Recording Jurisdiction] LOT 8, BLOCK 1, VOGELER SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO. Parcel ID Number: County; 39-252-19-004 City: which currently has the address of 3240 KENDALL STREET [Street] WHEAT RIDGE tCityl, Colorado 80033 [Zip Code] ("Property Address"): TOGETHER WITH all the improvements now or hereafter erected on the property, and all casements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MERS (as nominee for Lender and Lender's successors and assigns) has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument. 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS -6A(CO) (oalo) Page 3 of 15 inuiais: Form 3006 1/01 city 01 heat Ridge 13U116ing Ot\lslon BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Properly against all claims and demands, subject to any encumbrances of record and liens for taxes for the current year not yet due and payable. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note. Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made in U.S.currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument. 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for: (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10. These items are called "Escrow 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (M-6A(CO) (olio) Page 4 of 15 wvata: Form 3006 1/01 City of Wheat Ridge Building Division Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item, Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any Lime. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing such payment within such Lime period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless 0074766096 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH ME RS (=Q-6A(CO) toetot Page sot is initials: Form 3006 1/01 x IM ! a' . tum City of Wheat Ridge Building Division Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable 10 Lender, but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one -Lime charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan. 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage;' and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a) a one-time charge for flood zone determination, certification and tracking services, or (b) a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5 shalt become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (0-6A(CO) (0810) PagaGol 15 initials: Form 3006 1/01 QD City Of Wheat Ridge Building Division work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30 -day period will begin when the notice is given. In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to. any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which*are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and/or rights under this 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (0 6A(CO) toeio) rage r ai Is inniaia; Form 3006 1/01 city Of Wheat Ridge Building Division Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Inswment or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions can include, but are not limited to: (a) paying any sums secured by a lien which has priority over this Security Instrument; (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the, Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although Lender may take action under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non-refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such joss reserve. Lender can no longer require joss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain josses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses. These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements. These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums). As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange 0074766098 COLORADO-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (0 6A(CO) tosiol Pap 8.1 t5 mums: Form 3006 1/01 QD City of Wheat Ridge Building Division for sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed "captive reinsurance." Further: (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has - if any - with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Insuument, whether or not then due, with the excess, if any, paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Insuument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair market value of the Property immediately before the partial taking, destruction, or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture of the Property or other material impairment of 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (Q 6A(CO) to..at Page 9 of 15 niiiais: Form 3006 1/01 city of Vvheat Ridge Building Division shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law; Severability; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located. All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against agreement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender; (b) words in the singular shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. 18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Inswment. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument; and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (Z 6A(CO) toaio) Page t1 or t5 nwaie: Form 3006 1/01 city Ol Wheat Ridge Building Division or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not apply in the case of acceleration under Section 18. 20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the "Loan Servicer') that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mae UNIFORM INSTRUMENT WITH MERS (0 -6A(CO) (081 a) Pape 12o115 Wliale: Form 3006 1101 m City of 1,Nheat Ridge guildu_lg Division release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice shall specify: (a) the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property. The notice shall further inform Borrower of the right to reinstate after acceleration and the right to assert in the foreclosure proceeding the non-existence of a default or any other defense of Borrower to acceleration and sale. If the default is not cured on or before the date specified in the notice, Lender at its option may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Lender shall mail a copy of the notice to Borrower as provided in Section 15. Trustee shall record a copy of the notice in the county in which the Property is located. Trustee shall publish a notice of sale for the time and in the manner provided by Applicable Law and shall mail copies of the notice of sale in the manner prescribed by Applicable Law to Borrower and to the other persons prescribed by Applicable Law. After the time required by Applicable Law, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder for cash at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of any parcel of the Property by public announcement at the time and place of any previously scheduled sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's certificate describing the Property and the time the purchaser will be entitled to Trustee's deed. The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it. 23. Release. Upon payment of all sums secured by this Security Instrument, Lender shall request that Trustee release this Security Instrument and shall produce for Trustee, duly canceled, all notes evidencing debts secured by this Security Instrument. Trustee shall release this Security Instrument without further inquiry or liability. Borrower shall pay any recordation costs and the statutory Trustee's fees. 24. Waiver of Homestead. Borrower waives all right of homestead exemption in the Property, 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS t0®6A(CO) (oelo) Page 130115 "laic; Form 3006 1/01 City Of Wheat Ridge Building Division BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower and recorded with it. Witnesses: (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower 0074766098 (Seal) CASEY FORRESTAL -Borrower (Seal) JESSICA FORRESTAL -Borrower (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (0-6A(CO) (osio) rage roof 15 Form 3006 1/01 city Ot Wheat Ridge Building Division City of 1' /'heat CITY" OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. 1 Date: I Z f / Project Address: j,2q0 Ki6)D%-U-, ST, CO 75V ©33 Name of Firm/Individual submitting documents: h6-& 4P;A1 _ L>�S / (oN Project Type/Description: �/ G(/ v� �' `� &T/771D/U/ /ST//1/� �,fh�lt✓, i f Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by4riy signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Wheat Ridge Sanitation District o Prada Fire Protection o Clear Creek Sanitation District , Wheat Ridge Water District ale Sanitation District o Consolidated Mutual Water District o o Fruit WesFruitdd dge Sanitation District o Valley Water District o Other o Denver Water AD- '�-_e city of ,wheat Ridge Building Division O!roo - Wheat � j City of CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 1500 W 29th Ave Wheat Ridge, CO 80033-8001 P. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the .Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 12-I J _ Project Address: VC)�'F�ufLL 157 - Name of Firm/Individual submitting documents: Az�-' At/l t '✓ e� Project Type/Description: /V C 01 d�L 57D z 7- � 12�X / STA,I Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS. POINT - FOR AGENCY USE ONLY I, arra a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water X Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: PLO. -Int - l NV "&Jv t1rce.LvGU 1'���-%s 9YLt��C �T { AiJP rT-An1t)+d-uS or- -tWE b-i.JrV1L'cr- /`'`t4jri3E AW4-Et2L-0 f -- Signature: _ Date: t 2- (Agency Representative) )n1 OL' J+A-Lr Wi2S D if 5' TN -C 0y.rr1LZ(.r•'r LQA.1J10-1--Vn/6 City of VVheat Ridge Building Division STATE OF COLORADO, ARAPAHOE County ss: The foregoing instrument was acknowledged before me this day of by CASEY FORRESTAL & JESSICA FORRESTAL Witness my hand and official seal. My Commission Expires: Notary Public 0074766098 COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MERS (rife-6A(CO) (osio) Page 150115 initials: Form 3006 1101 A. Sett]Qment Statement (HUD -1) .. y aPQ� �I NIS `y°G, II ! i Illi lil i lei l i 11 li ill i 11 f i 111 9B�M D E11 1'0e B. a of Loan OMB LOApproval No. 2502-0265 1. [ ]FHA 2. [ ]RHS 3. [ ]Conv. Unins. File Number: 7. LoanVu ber: Mortgage Insurance Case Number: 4. [ ]VA S. [ X ]Conv. Ins. 70304225 00747=------, C. Note: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked "(p.o.c.)" were paid outside of closing; they are shown here for informational purposes and are not included in the totals. D. Name & Address of Borrower: Name & Address of Seller: F. Name & Address of Lender: JESSICA FORRESTAL AND CASEY THOMAS O'NEILL III AND MARGARET M. METLIFE HOME LOANS, A DMSION OF FORRESTAL O'NEILL METLIFE BANK, N.A. 3201 YARROW ST. 110 E CENTER ST NO 1192 15M W WALNUT HILL LAKE STE 200 WHEAT RIDGE, CO 80033 MADISON, SD 57042 IRVING, TX 75038 G. Property Location:. SettlementAgent: LAND TITLE GUARANTEE COMPANY 303-770-9596 3240 KENDALL STREET lace of 5690 DTC BLVD 650E Settlement Date: 06-24-2011 WHEAT RIDGE, CO 80033 ettlement: ENGLEWOOD CO, 80111 Disbursement Date: 06-24-2011 J. S mmary of Borrower's Transaction K. S mary of Seller's Transaction 100. Gross Amount Due From Borrower 400. Gross Amount Due To Seller 101. Contract sales price 191,500.00 01. Contract sales rice 191,500.00 102. Personal roe 02. Personal ro e Sewer Prepaid 06-24 to 01-01 @ 0.4000 WHEATRIDGE 103. Settlement charges to borrower line 1400 6,355.71 3. ANITATION 76.40 105. 05. Adjustments for items paid by seller in advance Adjustments for items litaid by seller in advance 106. Ci /town taxes 406. City/town taxes 107, County Taxes 2010 TAXES PAID IN FULL 407. County Taxes 2010 TAXES PAID IN FULL 108. Assessments 408. Assessments Sewer Prepaid 06-24 to 01-01 @ 0.4000 WHEATRIDGE 109. SANrEATION 76.40 409. 110. 10. 111. 11. 112. 12. 113. 13. 114. , A - 120. 'Gross Amount Due From Borrower 197,932.11 20. Gross Amount Due To Seller 191,.576.40 200. Amounts Paid By Or In Behalf Of Borrower Cash At Settlement To/From Seller 5W. Reductions In Amount Due To Seller 2.11 201. Deposit or earnest money Land Title Guarantee Company 2,000.00 017 Excess deposit see instructions 38 556.73 202. 203. Principal amount of new loan(s) Principal amount of new loan(s) METLIFE HOME LOANS, A DIVISION OF METLIFE BANK, N.A. Existing loans taken subject to 181925.00 502. 503. Settlement charges to seller line 1400 Existing loans taken subject to 9 752.00 204. SELLER PAID CLOSING COSTS 205. 5,000.00 04. 305. Payoff of 1st Loan CHARLES SCHWAB BANK 21386.42 206. 306. HOME WARRANTY 250.00 207• 208. 307. 308. SELLER PAID CLOSING COSTS Water & Sewer Escrow WHEATRIDGE WATER 5,000.00 300.00 209. Owner's Title Insurance paid by Seller Adjustments for items unpaid by seller 1278.00 09. Owner's Title Insurance paid by Seller Adjustments for items unpaid by seller 1278.00 210.-City/tow taxes 10. C�s-sessments town taxes 211. Cour Taxes 023675 01/01/11 to 0624/11 $3.3926/da 590.31 11. Taxes 023675 01/01/11 to 06/24/11 $3.3926/da 590.31 212. Assessments 12. 213. 13. 220. Total Paid By/For Borrower 190,793.31 20. Total Reduction Amount Due Seller 38,556.73 300. Cash At Settlement From/To Borrower Cash At Settlement To/From Seller 301. Gross amount due from borrower line 120 2.11 1. Gmss Amount due to seller line 420 191 576.40 302. Less amounts aid by/for borrower line 220 3.31 ��7,138-80 2. Less reductions in amount due seller line 520 38 556.73 303. Cash FROM Borrower 3. Cash TO Seller 153.019.67 The Public Reporting Burden for this collection of information is estimated at 35 minutes per response for collecting, reviewing, and reporting the data. This agency may not collect this information, and you am not required to complete this form, unless it displays a currently valid OMB control number. No confidentiality is assured; this disclosure is mandatory. This is designed to provide the parties to a RESPA covered transaction with information during the settlement process City Of Wheat Ridge Building Division Form 13003 hud.gfe.odt 70304225 Last updated: 06/24/11 at 09:30 AM L. Settle -lent Charges i00. o al Real Estate Broker Fees ivision of Commission line 700 as follows: $9,587.00 701. Listing Agent Commission HOME REAL ESTATE $4,225.00 702. Selling Agent Commission KELLER WILLIAMS REALTY $5,362.00 703. Commission paid at Settlement 704. 0.00 705. Scrivener Fee to Land Title Guarantee Company $5.00 Paid By HOME REAL 706. 707. 708. 709. 710. 711. 712. 713. 714. 715. 800. Items Payable In Connection With Loan 801. Our origination charge 802. Your credit or charge(points) for the specific interest rate chosen 803. Your adjusted origination charge 804. Appraisal Fee REAL ESTATE APPRAISAL SPEC 400.00 POC 805. Credit Report TOTAL CREDIT SERVICE 806. 807. 808. 809. 810. 811. interest charees from 06-24-11 to 07-01-110 22.1090 902. Mortgage insurance premium 903, Homeowners insurance AAA COI 904. insurance 3 mos. @ $44.83 $134.49 905. 1 fM- eserve- Denmited With I Ander 74.06 GFE GFE GFE GFE GFE GFE Paid from Paid From Borrowers Funds Sellers Funds at Settlement at Settlement 0.00 9,587.00 1001. lnitfal deposit for your escrow account from GFE #9 453.74 1002.Homeowner's insurance 3 mos. @ $44.83 $134.49 1003. Mortga einsurance 1004. Property taxes 4 mos. @ $106.41 $425.64 1005. 1006. 1007. 1008 [Aggregate accounting adjustment METLIFE HOME LOANS A DIVISION OF METLIFE BANK N.A. S-106.39 1101. Title services and lender's title insurance Land Title Guarantee Company from GFE #4 Settlement or closing fee LAND TITLE GUARANTEE COMPANY ($140.00 Paid by Buyer) ($140.00 Paid by Seller) Loan 1102. Closing Fee LAND TITLE GUARANTEE COMPANY $330.00 1103. Owner's title insurance Land Title Guarantee Company / Land Title Insurance Corporation from GFE #� 1104.Lender's title insurance Land Title Guarantee Company / Land Title Insurance Corporation $325.00 1105. Lenders title policy limit $181,925.00 1106. Owner's title policy limit $191,500.00 1107.Agent's portion of the total title insurance premium $1410.64 Land Title Guarantee Company 1108.Underwriter's portion of the total title insurance premium $192.36 Land Title Insurance Corporation 1109. 1110. 1111. Release Tracking Fee LAND TITLE GUARANTEE COMPANY 1112. 1113. 1114. 1115. 1116. 1117. 1118. 1122. Form 13003 hud.gfe.odt 70304225 Last updated: 06/24/11 at 09:30 AM City of JVheat Ridge 3u11ding Division r2nt I.nvhrnment recording charges Fees for Recording Charges Paid to JEFFERSON County (from GFE #7) 167.00 1.203. Irransfer taxes (from GFE #8) 1 19.15 1 0.00 15 1207 1212. Settlement Fee TOTAL MTG SOLUTIONS 90.00 1310. 1311. 1312. 1313. 1314. 1315. 1316. 1317. 1318. 1319. 1320. 1321. 1322. 1323. 1324. Cann frntm Ceti ement Charoes (enter on lines 103. Section J and 502. Section K) 1 6,355.711 9,752.0( CERTIFICATION: I have carefully reviewed the HUD -1 Settlement Statement and to the best of my knowledge and belief, it is a true and accurate statement of all receipts and dis ursements made on m accou in this transaction. I further certify that I have received —a -copy of the HUD -1 Settlement �Statement. J S ICA FORRES AL THOMAS O'NEILL III �- CASEY FO ESTAL 1 ARGA O'NEILL To t e best of my knowledHUD 1 Settlement Statement which I have prepared is a true and accurate account of the funds which were received and have been or will be isb rsed by t undersig s art of th settlem nt of this transaction. n. A R M IARAN'TRF. COMPANY Date �Nheat R)d9� Form 13003 hud.gfe.odt 70304225 Last updated: 06/24/11 at 09:30 AM 111 11111 lli 1 1 it 11 1 1 1 11 11 l 11 1111 1 1 li 11 1111 1 1 11 l 111 Comparison of Good Faith Estimate (GFE) and HUD -1 Charges Good Faith Estimate HUD -1 Charges That Cannot Increase HUD -1 Line Number Our origination charge # 801 550.00 550.00 Your credit or charge(points) for the specific interest rate chosen # 802 2-274-06 2,274.06 Your adjusted origination charges # 803 7 R')d nF I ') R7d nit Charges That in Total Cannot Increase More Than 10% Total Good Faith Estimate HUD -1 Government recording charges #1201 167.00 167.00 Appraisal Fee # 804 400.00 365.00 Credit Report # 805 20.00 20.00 Tax Service Fee # 1302 90.00 90.00 Flood Certificate # 1303 26.00 26.00 Title services and lender's title insurance # 1101 970.00 820.00 Owner's Title Charges # 1103 1278.00 1,278.00 Does your loan have a balloon payment? FX No ElYes, you have a balloon payment of due in years on Total monthly amount owed including You do not have a monthly escrow payment for items, such as property taxes and homeowner's insurance. You must pay these escrow account payments items directly yourself. IF You have an additional monthly escrow payment of $151.24 that results in a total initial monthly amount owed of $1,161.14. Loan Terms Your initial loan amount is Total 2,951.00 1 2,766.00 Your initial interest rate is Increase between GFE and 14UD-1 Charges $-185.00 or -6.27% Charges That Can Chane Good Faith Estimate HUD -1 Initial deposit for Vour escrow account #1001 450.00 453.74 Daily interest charges # 901 $ 22.1090 /day 154.76 154.76 Homeowner's insurance # 903 900.00 538.00 Even if you make payments on time, can ❑X No 7 Yes, the first increase can be on and the monthly amount owed can rise to your monthly amount owed for principal, The maximum it can ever rise to is interest, and mortgage insurance rise? Does your loan have a prepayment penalty? ❑X No aYes, your maximum prepayment penalty is Does your loan have a balloon payment? FX No ElYes, you have a balloon payment of due in years on Total monthly amount owed including You do not have a monthly escrow payment for items, such as property taxes and homeowner's insurance. You must pay these escrow account payments items directly yourself. IF You have an additional monthly escrow payment of $151.24 that results in a total initial monthly amount owed of $1,161.14. This includes principal, interest, any mortgage insurance and any items checked below: Xa Property taxes FX Homeowner's insurance F]Flood insurance D E] city O� # # Loan Terms Your initial loan amount is $181,925.00 Your loan term is 30.00 years Your initial interest rate is 4.3750% Your initial monthly amount owed for $1,009.90 Includes principal, interest, and any mortgage insurance is F—X1 Principal ❑X Interest Fx] Mortgage Insurance Can your interest rate rise? ❑X No Yes, it can rise to a maximum of %. The first change will be on and can change again every after . Every change date, your interest rate can increase or decrease by %. Over the life of the loan, your interest rate is guaranteed to never be lower than % or higher than %. Even if you make payments on time, can FX No [DYes, it can rise to a maximum of your loan balance rise? Even if you make payments on time, can ❑X No 7 Yes, the first increase can be on and the monthly amount owed can rise to your monthly amount owed for principal, The maximum it can ever rise to is interest, and mortgage insurance rise? Does your loan have a prepayment penalty? ❑X No aYes, your maximum prepayment penalty is Does your loan have a balloon payment? FX No ElYes, you have a balloon payment of due in years on Total monthly amount owed including You do not have a monthly escrow payment for items, such as property taxes and homeowner's insurance. You must pay these escrow account payments items directly yourself. IF You have an additional monthly escrow payment of $151.24 that results in a total initial monthly amount owed of $1,161.14. This includes principal, interest, any mortgage insurance and any items checked below: Xa Property taxes FX Homeowner's insurance F]Flood insurance D E] city O� Note: It you have any questions about the Settlement Charges and Loan Terms listed on this form, please contact your lender. ;wilding pi`jision Form 13003 hud.gfe.odt 70304225 Last updated: 06/24/11 at 09:30 AM ALLIED ENGINEERING Geotechnical and Structural Engineering, Littleton, Colorado SUBSURFACE INVESTIGATION and FOUNDATION RECOMMENDATIONS at 3240 Kendall Street Wheatridge, CO for Accent Design Build November 26, 2018 � U`m © David Bea 4i � ONA� A.E. Project Number 18-163 Open Hole Inspection Required C Digitally signed by David Beasley P.E. • C Date: 2018.12.04 10:19:19 -07'00' Select Slab Sub -grade Required rity of xIheat Ridge i3uiiding Division Allied Engineering Subsurface Investigation Project No. 18-163 Pg2of21 GENERAL Allied has completed a subsurface investigation of the site known as: 3240 Kendall Street Wheatridge, CO This report presents the results of that investigation. The investigation was performed at the request of Brevan Adams in order to comply with local requirements and to determine the allowable foundation construction at this site. This investigation was not intended to check for any chemicals or hazardous materials. This report may contain references to structural components not necessarily a part of this construction. These references are included in the unlikely event that a structure is built that is other than that which was specified to us. Please read this entire report. Frequently overlooked are details regarding the requirements for open hole inspections and the use of float in the construction of non-bearing partition walls. Please ensure that these sections and all other sections are fully understood. If there are any questions regarding any part of this report positively contact this office for clarification. If additional soil data is needed, beyond what is contained herein, please contact this office. SITE DESCRIPTION The site contains an existing structure. The vegetation consists of conventional landscaping. The site is generally flat. PROPOSED CONSTRUCTION It is our understanding that an addition is planned for construction on this site. This addition will be constructed over a crawlspace or basement. This report is written based upon the type of construction presented by the client, modified by any soil limitations present, and is ONLY applicable for this particular construction. FOUNDATION RECOMMENDATIONS — NEW FOUNDATIONS These recommendations are limited to conventional construction only. Foundations deeper than 11 feet are not considered conventional. With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the following is one or more of the allowable foundation type(s). ,Nheat R+dao 1311ldln9 pi �isior Allied Engineering Subsurface Investigation Project No. 18-163 Pg 3 of 21 1. Footings A footing type of foundation system may be utilized, provided that all foundation walls, interior and exterior pads, as well as all interior slabs, bear on a minimum of 30 inches of properly compacted and tested Structural Fill Material (SFM), which in turn bears on undisturbed natural soil. Foundation components must also bear below all organic material. Depth of foundation may be limited by proximity to adjacent buildings. See shoring discussion below. Some movement of the structure on this type of foundation system is expected, but this movement is anticipated to be less than 1 inch. The maximum bearing capacity of the compacted SFM is 2000 psf. See Appendix A `Use of Structural Fill Material', for important information on Structural Fill Material and its use. Insist that the excavator on this project reads and understands placement and testing of SFM. Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re -compacted in place only after contacting, and with guidance from, this office. To verify the soil conditions and to verify the design bearing pressure for any footings, it is required that an open hole inspection be performed at this site. This inspection must be performed by this office, and only after the entire excavation has been dug to final grade. Though unlikely, potentially expansive clay or other unsuitable conditions may necessitate revised construction and foundation recommendations. Failure to complete the open hole inspection voids this soil investigation as incomplete and may be grounds for denial of the certificate of occupancy for the structure. A mono -slab is not a footing foundation system, and is not allowed for this project. 2. Drilled Concrete Piers This foundation may consist of a grade beam and concrete pier foundation system. These drilled piers must be a minimum of 22 feet in length and must penetrate a minimum of 12 feet into bedrock, or to refusal. Piers may be longer than the specified minimum due to bedrock penetration requirements. This is especially true for shallow foundation walls such as garage walls (piers installed at the 3 foot depth will be approximately 26 feet in length). These piers must be a minimum of 10 inches in diameter, or greater, if necessary establish an anchor bolt pattern, or to properly reinforce the piers. The maximum allowable end bearing pressure for these piers is 25,000 psf, and there is a corresponding 2000 psf side shear value available for the portion of the pier within bedrock. These piers must be grooved, creating `shear rings' which are 2 feet apart in the portion of the pier within bedrock. These grooves (rings) must be created with a tooth placed on the drilling auger which projects 1 'h inches out from the auger bit. C;M °4 �heat�`d�� pw;`s,a0 6u ,S\r9 Allied Engineering Subsurface Investigation Project No. 18-163 PL, 4of21 If water is encountered during or after drilling the piers, measure must be taken to keep the holes dry while placing concrete, or, concrete may be placed by pumping it into the very bottom of the holes and forcing the water out. Casing may be required to eliminate collapsing sidewalls or to minimize any infiltration of water. Piers must be poured as soon as possible after drilling to ensure the integrity of the drilled holes. Ensure all loose material has been removed from the pier holes prior to placing concrete. Piers must be vertically reinforced throughout their length using steel rebar, according to the following schedule: One #5/60 rebar for every 16 inches of pier circumference, or a minimum of 3 #5/60 rebars, whichever is greater. This rebar must extend into the foundation wall a minimum of 2 feet. There must be a minimum 4 inch void space under grade beams to separate the grade beam from the soil. If constructed in the vicinity of large horizontal reactions, these piers must be sized, designed, and reinforced to resist these forces. If these piers are constructed under frost walls, retaining walls, or walls which may otherwise experience lateral movement, counterforts founded on piers must also be present in sufficient size and spacing to resist any movement. Reminder: In cases of deep bedrock and/or shallow foundation walls, piers may ultimately be longer than the specified `minimum' length, due to bedrock penetration requirements. 3. Helical Piers This structure may be supported on steel helical piers. The helix on these piers must be a minimum of 8 inches in diameter. The piers must be rated for this application and be installed by a qualified contractor. These piers must extend a minimum of 15 feet into undisturbed natural soil, or to refusal. During installation, the rate of advancement of the piers must match the dimension of the flights on the helix, so that the helical pier advances cleanly — with minimal disturbance of the soil. At final placement, there must be a minimum of 3,000 foot-pounds of torque developed at the drive head. Greater installation torque yields higher service load. Structural engineer: The above is a minimum value. For higher service loads, a higher torque is required! Example: Using the above minimum torque value, the pier would have an ultimate load capacity of 30,000 lbs. Applying a factor of safety of 2, the pier would have a service load capacity of 15,000 lbs. Structural engineer: Calculate the required torque based upon service loads, and show these torque requirements on the building plans. There must be a minimum 4 inch void space under grade beams to separate the grade beam from the soil. Allied Engineering Subsurface Investigation Project No. 18-163 Pg 5 of 21 Note — Installed helical piers will often be longer than the specified minimum length, due to torque requirements. FOUNDATION RECOMMENDATIONS — EXISTING FOUNDATIONS Adding additional load to an existing foundation is not recommended. The soil must not be loaded in excess of the soil bearing capacity specified herein. This may require the use of cross -footings, footing extensions or other means. Over -loading existing foundations may result in failure of the existing foundation, movement of the existing structure, or differential movement between the new and existing foundations. While additions frequently involve connecting new foundations and overlying structure to existing foundations and overlying structure, anywhere that the existing overlying structure is removed, the existing foundation must be removed as well. This will allow the new structure to be constructed over a new foundation that has been designed specifically for the new structure. In addition, since special foundation requirements (above) may exist — such as the use of Structural Fill Material - the old foundation must be removed to achieve these recommendations/requirements. SLAB RECOMMENDATIONS The Slab Performance Risk at this site is judged to be `moderate' (defined as 3-5% swell with a 500 psf surcharge). These soils may not be suitable for the construction of slabs. It must be understood that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential water sources include but are not limited to: water line breaks; excessive precipitation; irrigation system malfunctions; over -watering; negative site grading (toward the structure); a rise in a water table; a leaking hot water tank, hot tub, or water feature; a nearby septic system; downspout malfunctions or incorrect gutter/downspout construction; failure to provide a pump in a sump pit. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. (Note: So-called `structural slabs' which bear on soil, are still slabs -on -grade, and are not to be considered a structural floor system.) V11ed Eti�ineerin� Suh irfacc Imesti«atiun Project No 18-163 PL, 6 o1 21 WATER No free water was encountered. While excavating, look for soil which `pumps' from construction traffic, or any evidence of soft soil conditions, or free water, or very moist soil conditions. Positively contact this firm if any of the above are found. Due to the presence of expansive clay soils, and in order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable or useable spaces below grade built on this site. This drain may flow into a sump pit fitted with a pump or may `daylight' to an exterior outfall location if sufficient slope exists. Where a sump/pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from any structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the Perimeter Drain detail later in this report. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. OTHER FOUNDATION RECOMMENDATIONS The case equivalent fluid pressure at this site is 54 pcf. Pressure can result from the presence of expansive soils — soils which can exert additional pressures when wetted. On narrow lots allow enough room for construction of foundation, footings, window wells, exterior perimeter drain, and any shoring system. Ensure that any new construction does not intercept the bearing plane(s) of the adjacent structures, unless an engineered shoring plan is developed and followed. This bearing plane extends out and down at a 45 degree angle (1 to 1 slope) from the base of a foundation. ADDITIONS When the proposed construction is an addition to an existing structure, the new foundation must be well connected to the existing foundation using rebar doweling. This connection must be comprised of a minimum of two #5 steel rebars located at the top and bottom of the new wall, as well as #4 rebars which are spaced no more than 10 inches apart in mid -wall. The rebars must protrude a minimum of 7 inches into the existing foundation wall and a minimum of 24 inches into the new foundation wall. Epoxy must be commercial grade auto -mix epoxy, injected into and filling the pre- drilled holes in the existing foundation. These dowels must be a part of the foundation `steel' inspection for this project. \Ilicd l:n�ineerin� SUI?aW'1'tIcc Inge tiption Project No. 18-163 P�7or21 When working on or near an existing foundation DO NOT excavate into the bearing soils of the existing foundation! Vertical cuts directly adjacent to existing foundations intrude into the bearing soils and are not allowed, without some means of approved support for the existing foundation. Contact a geotechnical engineer and structural engineer for guidance. When building an addition, avoid adding load to an existing foundation. The combination of a properly designed and stable new foundation, connected to an older foundation which has load added to it, can cause differential movement between the new and old foundations and between the new and old structure. This may result in structural damage. While additions frequently involve connecting new foundations and overlying structure to existing foundations and overlying structure, anywhere that the existing overlying structure is removed, the existing foundation must be removed as well. This will allow the new structure to be constructed over a new foundation that has been designed specifically for the new structure. In addition, since special foundation requirements (above) may exist — such as the use of Structural Fill Material - the old foundation must be removed to achieve these recommendations/requirements. NOTE: Stabilizing an existing structure is required before attaching a new structure to it. This can be accomplished in many ways, such as controlling the water content of the soils, or installing helical piers, push piers, deep grout injection, etc. Once it is reasonably certain that the existing structure is stable, an addition may be connected to it. SITES OF PREVIOUS DEMOLITION When building on sites where there was an existing structure that has been demolished, areas of previous excavation such as basements, may have created loose soil areas, or voids into what was once undisturbed earth. These areas may also have been backfilled by the company performing the demolition. This backfilled soil is not acceptable for support of structures, even if some amount of untested compaction was performed on it during backfilling. This backfilled soil must be removed so that the requirements contained in `Foundation Recommendations', above, are met. Specifically, that foundation components bear on `undisturbed natural soil'. After the disturbed soil has been removed, the new foundation may bear at the depth at which undisturbed soil exists (if allowed by the soil report). As an option, and only with prior approval, Structural Fill Material may be methodically installed and tested, in order to bring the bearing grade up to a preferred level. NOTE: Excessive excavation resulting from removal of disturbed soils and other debris, may necessitate the need for shoring piers to protect adjacent properties. Allied Engineering Subsurface Investigation Project No. 18-163 Pg 8 of 21 SHORING Depending on the proximity of the excavation to the property lines, shoring of the excavation may be required to protect adjacent property. Where space is limited, site excavation might otherwise result in slopes steeper than 1 to 1. In which case, shoring is required. On sites of limited size or where local regulations warrant, contact the local building agency for requirements. If shoring IS required due to proximity, positively contact this office for engineered shoring specifications. There is an additional charge for the specifications. For other locations, follow OSHA requirements for proper shoring or benching of excavations. These soils are considered Type B soils by OSHA. Any shoring design shall take into account the proximity of adjacent structures, and depth of adjacent foundations. Shoring should not be constructed closer than four feet from the centerline of the shoring, to adjacent foundations. Never excavate into the bearing plane (bearing soils) of existing foundations. FIELD AND LABORATORY ANALYSIS A test hole was drilled in the vicinity of the proposed structure (see Site Map) using a Mobile B53 drilling rig. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to greater or lesser depths if bedrock or water restrictions exist, or if additional depth is needed to make bedrock determinations. In-situ soil samples were retrieved from depths appropriate to adequately anticipate foundation requirements. These samples were retrieved utilizing a 2 -inch California sampler. In-situ samples consist of relatively undisturbed soil. Additional loose samples may also have been brought to the laboratory in order to make a determination of the soil types encountered at depths other than those where in-situ samples were retrieved, or to indicate where changes in soil composition occur as a function of depth. These samples were returned to the laboratory for analysis. Laboratory analysis consists of a determination of moisture content, density, swell and consolidation potential, and particle size distribution, where possible. In order to assure valid results, non -cohesive, highly granular samples, may not have been tested for swell or consolidation potential as valid results of same are often not possible, or are inaccurate. Subjective analysis of the soil conditions was also made in the field during the drilling operations. Investigations performed on nearby sites may also have been considered in these results. :allied Lnzineerin� SUbItII 1'8CC InAeStILIAIon Project No. 18-163 Po 9 0121 The following represents the results of the field observations, the laboratory analysis as well as our experience in the area and adjacent data. SUBSURFACE CONDITIONS In general, the subsurface conditions consist of. 0-11 topsoil; moist; dark brown 1' — 8' silty sandy clay; moist; brown 8' — 17' clay, w/sand; moist; grey brown 17' — 2l' claystone; moist; grey/olive No free water was encountered. See the Summary of Laboratory Analysis, the Boring Logs and the Swell -Consolidation test results for additional information. GENERAL SLAB INFORMATION The following is general information regarding slabs -on -grade, and must not be construed as an approval, release or exception, to construct slabs, especially in basements. It is simply general information which describes and can limit the damage to structures which can result from the construction of slabs. Vertical movement of slabs and the force they can exert on lower partition walls and thereby the structure above, is the #1 cause of foundation and structural damage in the Front Range area. Slabs should bear on undisturbed natural soils, or on properly conditioned and re - compacted soils. If the on-site soils are potentially expansive or may consolidate, it is preferable to bear slabs on non -expansive imported materials - materials which will also minimize the transfer and/or retention of any water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. The use of gravel may allow undesirable migration of water below the slabs. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls constructed over floating slabs must be constructed with a minimum of 3 inches of `float' to allow for movement of the slab without damaging any part of the structure above. Float shall be built into the framing AND drywall AND trim. See the Float Diagram later in this report. All doors similarly built shall be constructed with at least a 1 inch gap at floor level. Door trim must also be isolated from i. M 01 rQat ��d9e C U' Allied Engineering Subsurface Investigation Project No. 18-163 Pg 10 of 21 slab movement. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. Garage door trim must be isolated from floating garage slab movement. If additional information on float is needed, please contact this or any geotechnical office. See Fig. 2 — Float Detail - later in this report. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. CAUTION: Bathrooms constructed on slabs in basement levels involve unique risks. They are difficult to install without inadvertently creating a solid connection between the supporting slab and the first floor framing above. Tile, tubs, and showers may create a solid `stacked' condition. As such, if the slab moves upward, this may cause cracking, bending, and breakage of floor tile, wall tile, the tub body, plumbing connections and fittings. Serious consideration should be given to any bath installations in basement levels. Discussion of the above between owner, builder and/or buyer is important. The decision to construct basement baths is a risk taken by the owner. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. SITE PREPARATION We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for accumulation and standing of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. BACKFILL The backfill placed around the foundation walls should be methodically compacted to help reduce settlement after completion of construction. The top one foot of the backfill material must be relatively impervious to aid in routing water away from the foundation. This is accomplished by the addition of clay to the top 12 inches of soil, if needed, or simply by using clayey soils in this layer. Installing landscaping fabric may be useful, because landscaping fabric restricts downward movement of water (through it) and causes water to be shed away from the structure. Atlied Engineering Subsurface Investigation Project No. 18-163 Pg 11 of 21 The on-site soils may be wetted prior to being used as backfill - to reduce their expansive properties, where present — and to aid in compaction. Do not add water to backfill soils already in place. The on-site soils, exclusive of topsoil and organics, are suitable for use as backfill. First floor framing should be constructed prior to the backfill process, or, the foundation walls should be supported by bracing or some other means. SURFACE DRAINAGE The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is accomplished by creating a 10 percent slope (12 inches vertically for every 10 feet horizontally) down and away from the foundation in soil areas, and a minimum 4% slope on hard surfaces. Low spots should be filled in order to prevent accumulation and standing of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales or other similar measures. Decorative edging should be constructed to allow water to flow through, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the area that is within 5 feet of the structure. Downspouts must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts should discharge above ground. The use of long downspout extensions in-place of splash blocks is advisable. The use of `dry wells' or drain fields is not allowed. These systems are unpredictable, and can lead to soil saturation, soil breakdown and foundation water intrusion / damage. See Fig. 1 for a graphical representation of some of the above. SUBSURFACE DRAINAGE Due to the presence of expansive clay soils, and in order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable or useable spaces below grade built on this site. This drain may flow into a sump pit fitted with a pump or may `daylight' to an exterior outfall location. Where a sump/pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from any structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. OM ®9 �vaa�r� Allied Engineering Subsurface Investigation Proiect No. 18-163 Pg 12 of 21 See the drain detail diagram(s), Fig. 3, later in this report for a typical perimeter drain cross section. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. UTILITY LINES AND PIPES BELOW STRUCTURAL FLOORS All utility lines such as sewer, water, heating systems, etc., must be protected from the expansive soils below them. These lines must be supported by the floor above, such that they are at least as high above the soil as the `void` or `float' amount — whichever is greater - specified above. Pipes and lines that are elevation specific, or rely on specific slopes or grades, cannot be allowed to come into contact with expansive soils, which may lift them and negatively affect their function, or even crack or break them. MOLD Mold has become an issue in building construction. The health risks associated with the vast majority of mold spores are minimal or non-existent, however, the debate continues and litigation on this subject is increasing. The use of proper drainage techniques outside of the structure, and the use of subsurface perimeter drains, should keep water from accumulating in a way which would trigger mold formation. However, the most current building practices which reduce the likelihood of mold formation, should be gathered, studied and followed. LIMITATIONS / DISCLAIMER In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components. The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors which may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding. The recommendations and requirements contained herein are valid for a maximum of 12 months. Modifications and/or updates in soil report terminology, methodology, and verbiage, as well as potential changes in the ground water at the site, necessitate a limitation on the validity of this subsurface investigation. After 12 months a separate subsurface investigation must be undertaken, either by this firm or another firm — at our discretion. Allied Engineering Subsurface Investigation Project No. 18-163 Pg 13 of 21 This report does not address nor was intended to address any environmental issues, hazardous materials or toxic waste issues, or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of the above named client and their approved agents, and only for the proposed construction referred to herein. This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. If this report appears to have conflicting requirements or recommendations, the most conservative or stringent requirements and/or recommendations shall apply. This report is intended and applicable only for the type of structure as described to us by the client. This report is NOT intended nor applicable for unconventional structures, or structures that are built on excessively deep foundations. Foundation walls or footings deeper than 11 feet are not anticipated by this report and are beyond the scope of this report. Failure to follow all of the recommendations contained herein voids this subsurface investigation and releases Allied from any and all responsibility as to the success and/or performance of the construction and structures at this site. Use of this soil report designates absolute agreement to follow all of the enclosed requirements and recommendations, and if there are any questions regarding these recommendations and requirements they should be referred to this firm. d"i o� Allied Engineering Subsurface Investigation Project No. 18-163 Pg 14 of 21 1 2 3 4 5 6 7 8 9 18 11 12 13 14 15 16 17 18 19 20 21 BORING LOG #1 Itop soil 1 organic sat !I (I( silty sandy otay 0 p1m clay. w Is and W claystone Allied Engineering Subsurface Investigation Project No. 18-163 Pg 15 of 21 SUMMARY OF LABORATORY RESULTS Hole Depth Description # (ft.) 1 3 silty sandy clay 1 9 clay, w/sand 1 16 claystone % Passing Moist. Dry Density Penetration* #200 Sieve (%) (pcf) (blows/inch) 59 14 102 16/12 72 22 - 25/12 84 23 - 50+/12 * 140 lb hammer falling through 30 inches equiv. Allied Engineering Subsurface Investigation Project No. 18-163 Pg 16 of 21 PROMDE A MBBMUM SLOPE OF 12' IN THE FIRST 10 FT. OUT FROM THE STRUCTURE ROOF GUTTER DOWNSPOUT AND EXIENSKMi SNOIAD EXTEND BEYOND TFIE GRAVEL OR BARK AREA DECORATIVE GRAVEL OR BAWL WOOD OR METAL EDGE WTTN WEEP HOLES OR 1`/Y�_�SPACE TO ALLOW iRE.E WATER FLAW Fig. 1 - Grading Detail Allied Engineering Subsurface Investigation Project No. 18-163 Pg 17 of 21 Framing Detail for Floating Walls or `Float' Drill 3/8" dia, hole in top base plate and use 60 penny nails at about V-0" c.c. to stabilize frame wall. Drive large nail into lower base plate Wall base board nailed to base plate, only 1/2"xl" nailing strip to hold _ base board in place 2"x4" stud wall secured from above by metal straps or nailing 1/2" drywall nailed to studs, only space to allow for independent movement of the floor slab ti 2"x4" base plate ✓� ��� secured with 3" 4 O concrete nails or O` ramset studs Concrete floor slab Fig. 2 — Float Detail Allied Engineering Subsurface Investigation Project No. 18-163 Pg 18 of 21 • BRACE WALLS TOP AND BOTTOM PtIDEt TO fNCKFIDLI:G S WELL SLOPED 12' PER 10 FEET DO N01 OKE WITH SOD OR EDW EXTDIDED ALONG THE BOTTOM OF LUM `' Ann PIPE -SLOPE DRAMI h`E {� TF[ EXCAVATION PER FOOT TO DAYUCNT OR TO A SUMP PR a4CKFI L AROUND THE FOUNDATION SIOU U BE MOISTENED AND COMPACTED ANO THE FINAL GRADE 900 0 EE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL. IFRIiATK)N WATER AND SNOW MELT ADJACENT TO FOUNDATION W& S CAIMI: DO NOT DKE OR 6APEDE THE FLOW OF WATER AWAY FROM FOUNDATION WAt15 Wfi1 500 EDgNG OR DECORATII GRAVEL AND POLYETNYIFNE. OOW{tSPOUi� ANO SIl COCKS SHOU D tISCHAACF INiO SPLASH BLOCKS OR LONG EIDENSIONS, Fig. 3a - Perimeter Drain Detail for Footings Foundation details may vary. WIN m Allied Engineering Subsurface Investigation Project No. 18-163 Pg 19 of 21 B' MINIMUM WELL SLOPED 11' PER 10 FEET • • BRACE WALJS TOP AND BOTTOM PRIOR i0 BACKFliiR ---.� ' �^_-• �__- DO NOT DIKE WITH SOD OR EDGING CONCRETE GRADE BEAM 12' COMPACTED BACK FlL FLOOR - DAMP PROOFING BY OTHERS S COMPACTED Y BACKFILL 15j ENDING FELT VOI1D BEIWEEII PIFRS� 3 4' TO 1-1/2'J POLYEiKWX GLUED TO WALL AND CLEAN CRAB 4' DIA PERFORATED/FMIBLE WOW HANG THE BOTTOM OF PIPE SLOPE DRAW PIPE VB' THE DXAVATION PER FOOT TO DAYLIGHT OR TO A SUMP PIT BACXFiLL AROUND THE FOUNDATION SHOAD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL. IRRIGATION WATER AND SNOW MELT ADJACENT TO FOUNDATION WALLS CAUTION. DO NOT DIKE OR IMPEDE THE F1OW OF WATER AWAY FROM FOUNDATION WALLS W(M 504 EDGING OR GECORATNE GRAVEL AND POLYETUNYLFNE. DOWNSPOiTS AND 50.1 COCKS SHOULD DNSCIiN2CF INTO SPLASH BLOCKS OR LONG FYIEN510NS. Fig. 3b - Perimeter Drain Detail for Piers Foundation details may vary. Allied Engineering Subsurface Investigation Project No. 18-163 Pg 20 of 21 Drilling location �\Ihed Emainccrin<" SUbtillrfJCC III\ cstis_1a1[1011 Project \o. 18-163 Pe 21 of 21 Appendix A USE OF STRUCTURAL FILL MATERIAL Structural Fill Material (SFM) must be obtained from a pit or supplier that certifies that the material meets Aggregate Base Course (ABC) Class 6 / Structural Fill Material guidelines. Recycled concrete is also acceptable, provided the supplier certifies its use as SFM meeting the Class 6 specification, such as ABC Class 6 - Type II. SFM may also be obtained from a non -certifying supplier or other location, provided it is tested by a geotechnical testing facility, and it meets the specifications of Class 6 Road Base. The following are not acceptable for use as structural fill material: pea gravel - river rock - cobble - squeegee - sand SFM must be properly placed. Placement should be made in small `lifts'. Lifts are layers of material that have yet to be compacted. Depth of the lift is dependent upon the type of construction being supported and/or the specifications of the building plans, but never more than 10 inches. Placement may require the determination of the SFMs `optimum density and moisture content' (proctor test), as well as testing of its moisture and density during placement. The contractor may need to add water to the fill in order to achieve proper compaction. The contractor may elect to add water at the borrow area in order to achieve uniform moisture conditions in the fill material. Properly moisture conditioned SFM is damp, not wet. Placement with a heavy loader works well. On smaller projects, use of a loaded wheeled skid -steer, a `jumping jack' compacter, or equivalent works well. The SFM must be rolled and compacted until there is NO deflection of its surface when rolled by the above equipment. Compaction using a vibratory plate mounted on a backhoe or other equipment is NOT acceptable for compaction of materials supporting foundation components. It is the responsibility of the builder or contractor to contract any compaction testing firm, to retrieve and deliver soil samples, if needed, to the testing firm. Compaction should be ninety-five percent standard proctor for foundation components. The depth requirement for the fill material is found in the soils report. The horizontal extent of the fill around pads or footings, must be at least equal to its depth. The Open Hole Inspection - which is required whenever a footing type of foundation is planned - must be undertaken when the `over -excavated' depth is reached, and the fill has yet to be placed. The excavation sidewalls may be paint -marked using the highest point of the base of the excavation as a guide, and these marks must be covered at the time of the follow up inspection. RECEiV City of Wheat idA e-___ __ _ ._.___ COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:`32,g0 XC1q,,),4-t- 5 T-. Permit #: General Contractor:,q c`C=i� % /� SIL- /{-� pyaji-j� Electrical Sub -Contractor Company Name: W&W5 emis - Phone #: g29- 232.1 State License #: 5-02-9 Master #: 2,575 M Wheat Ridge License (required field) Signa of Authorized Agent D to Plumbing Sub -Contractor Company Name: CWS ��,, ,,1;� Phone #:_ V60 . <,/�r- 4 o/ 9 State License #: 000,AI X 9 Master #: 0-017A3V9 Wheat Ridge License #:-1Ze 2�� a (required field) Signa rt�i e of Auth ro iz Agent Date Mechanical Contractor Company Name:rInAy—Phone: i^1-eG f l�t^C Wheat Ridge License #: 1 CV (required field) Signature of Authorized Agent Date _� 0 � ') (I Z_ �VSPECTION RECORD INSPECTION ONLINE FORM: http.//www.ci.wheatridge.co.us/inspection k INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation InspectionsDate Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior 10 Approvai Vr I ne Above In5peGl1U11, Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing _n'!-7-9F_'TRfl11TW-14G1'.%%Tr rAUMarin_\-*T".lr.VFaa91MI11:71101611" :aII&141:4"gLeiIti� LOW IINVL %Owv r. v.. Rough Inspections Date -- Inspector ---- - CommentsInitials Wall Sheathing Mid -Roof Lath / Wali Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector CommentsInitials 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 — mease oe sure urar ruuyn 1m pucuu1 i ai o x..11 NU.uu by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201703762 PERMIT NO: 201703762 ISSUED: 07/11/2017 JOB ADDRESS: 3240 Kendall ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re -Roof to install owens corning duration 30yr asphalt shingles with 25SQ House & Garage : 6/12 pitch *** CONTACTS *** OWNER (970)231-1030 FORRESTAL JESSICA SUB (888)630-2632 Bob Williams 170301 LV3 Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,265.30 FEES Total Valuation 0.00 Use Tax 236.57 Permit Fee 236.00 ** TOTAL ** 472.57 — *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703762 PERMIT NO: 201703762 ISSUED: 07/11/2017 JOB ADDRESS: 3240 Kendall ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re -Roof to install owens corning duration 30yr asphalt shingles with 25SQ House & Garage : 6/12 pitch I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am Elie legal owner or have been authorized by the legal owner of the property and am authorized to obtain this perrriit and perform the work described and approved in conjunction with this ermrt. I furter attest that I a 1 ally authorized to include all entities named within this document as parties to the work to be performed and tai tall work to be pe> 0 reed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of/)�1 RVorKONTRACTOR (Circle one) Date I . This pern}ilt Was issued based on the information provided in the permit application and accompanying plans and specifications and is subject tothe compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This perr6it shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received rior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official d may be subject to a fee equal to one-half of the original permit fee. 3. If this per it 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, any violation of any provision of any applicable, code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official _ Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett '—'<J(,/ f / (1 (,) l 0e-1— From: no-reply@ci.wheatridge.co.us 1-7 Sent: Wednesday, June 28, 2017 11:24 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 1 Categories: Gina 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 3240 Kendall Street Jessica Forrestal 970-231-1030 Property Owner Email cfmicro@gmail.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number LV3 Construction, LLC 170301 303305258 Contractor Email Address Bob@LV3Construction.com Retype Contractor Email Bob@LV3Construction.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Owens Corning Duration 30 -year Shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 25 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No Field not completed. TOTAL SQUARES of all 25 roofing material for this project Provide additional detail House & Garage; 6/12 pitch here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract $11265.30 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 Robert Williams Email not displaying correctly? View it in your browser. 3 Phone: 720-429-1497 • Fax: 720-367-5003 4.13 Exteriors www.413exteriors.com INSURANCE CONTINGENCY AGREEMENT This Agreement subject to Insurance Carrierrapproval Name: J S1Cq # Ct S&04 gickeS-tAu Date: (61WH Property Address: V-%0 KOU16A-(,L S% City/State/Zip: W &07�-3 Billing Address: — Email: c-Fe4 T('. o ty., iA M Home Phone: Cell Phone: 7o - Z3 - 11030 CONTINGENCY AGREEMENT 4:13 Representative: :::[�S& 4:13 Representative Signature: Date of Inspection: 4:13 4:13 Representative Phone: d 4:13 Exteriors (hereinafter referred to as "4:13") will invest its time and expertise in assisting the homeowner with the claim. This authorizes 4:13 to interact with the Insurance Carrier on the homeowner's behalf for the purpose of discussing the technical aspect of the insurance claim. By signing below, Homeowner authorizes 4:13 to complete work as specified by the insurance crrier on their final loss summary. It is understood by all parties that the insurance carrier will determine the final price of the claim. Homeowner will never pay more than their deductible unless materials are upgraded or additional work is requested. Upon insurance carrier's approval of the total roofing and/or siding and/or windows, this Agreement becomes binding and enforceable. Homeowner further states that they have read and understand the Terms and Conditions on the reverse of this document. Homeowner acknowledges that the effort of 4:13 to in approval of the insurance claim involves time and expense and that this provides value to the Ho eowner. Insured signature accepting this Insurance Contingency Agreement: Right to Cancel: YOU, THE CUSTOMER, MAY CANCEL THIS TRANS) THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION BY Insured has read and understands the Notice (Terms and Conditions). ROOFING SPECIFICATIONS Shingle Color: �CL WC -1 7r4 Install Drip Edge/Gutter Apron Color: Install ❑ 15# Felt ❑ 30# Felt x Other: Replace Skylights: Yes'1Q No ❑ Notes: L),a�4i Mtl•al Replace Vents: Ye2nt /No ❑ Type: Install New Ridge $ — "t ° nld Vents $ /hole Replace Pipe Jack Flashing: YesNo ❑ Replace Any Rotted Decking: $�� /sheet Install Ice & Water Shield: YesXNo ❑ Sweep yard with magnet for nails All work to comply with state and local building codes 4:13 Exteriors 5- year labor warranty SIDING SPECIFICATIONS Siding Brand: Z)\ !I RA f,10 Siding Style: Siding Color: Install Housewrap: Ye Yes ❑ No ❑ Are we repla�ding :Yes ❑ ❑ (If no, indicate sides below) Z ot% Front ❑ Yight Side ❑ Left Side ❑ Back ❑ �Instclll Housewrap: Y - stall Fanfold: Yes ❑ No ❑ DN AT ANY TIME PRIOR TO MIDNIGHT OF THE NG CONTRACTOR WRITTEN NaTIC6:1 �� COMMENTS -( Q �' .- Insurance Co.: GAJ Claim No.: -7-9R)(2 i J 7 s Insurance Adjuster: Adjuster Phone: Agent Name: Agent Name: START DATE: COMPLETION DATE: PROJECT TOTAL: $ Paid Date:/ / CK @ $ 4 • Paid Date: / / CK# @ $ Paid Date: //_ CK# @ $ Paid Date: // CK# @ $ GUTTER SPECIFICATIONS Paid in Full: ❑ Date: Initials $ GutternnSi��ze: 5" ❑ 6" Down Spout Size: ❑ 2x3 3x4 Color :W p P(CA Style: ❑ Aluminum ❑ Metal ❑ op er Install Gutter Guard: Yes ❑ No 'Ki Are we replacing all gutters?: Yes No ❑ (If no, indicate sides below) Front JRight Side Left Side ❑ Back ❑ 4:13 EXTERIORS supplements and/or overhead and profit allowed by the insurance company will be added to the price of this Agreement and paid upon completion of the Agreement. 4:13 EXTERIORS shall obtain permits for all services. w-. Customer hereby initials that Customer has received the Notice of Cancellation, Home Improvement Consumer Statement. (§100.65, Wis. Stat.) and Home Improvement Consumer Tips Brochure. 3011ON SIHI-gAONghf ION 00 Q :aoloodsul (i L :area E£ S-b£Z- OE uo/;Dads /-aa ao{ //ea `apew uaaq aney suo/;aaaaoo uaNM (ONseA :paainbaa uoiloodsul-aa (Vd nb 2 ; Z avail :uoijoadsui ao} apepene auo ON r -Zg Q L) p'0 :aaquanN MLuaad LS -1.7 V"A 011 Z�, :ssaippd qof CSI :9dA1 uoiloadsul 331ION N01133dSNI XOJ 6,768-2E,7 (000) • aq!!JO 55'S,7 -.90e (COO) auq/ uoijoadsul E£69110 (£0£) uoisinia uoi;3adsul 6uiplin8 39a1a lV3HhN 30 A113 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: r� U Job Address: "3Z q ()���,. Permit Number: ? o 1-7,o 3 -,7(,.;, r, ❑ No one available for inspection: Time �� ,ASI/PM Re -Inspection required: Yes r� When corrections have been made, call for re -inspection at 303-234-5933 1 Date:f✓�1l7 Inspector: DO NOT REMOVE THIS NOTICE 32N10 K.44 54- NSFEkT 6h WECORD Wtk4SPECTION 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 Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Cl�rf��ul Sewer Service 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 Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing 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 Ins Pect nno call ?f?:? -.2 35-_`80' . r -c, tiie iiiSh•°.:tet;^if`i contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. t=ire Inspection / Fire Protection Dist. Final Electrical—Yj - / '7 y 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. **For Inspection Time Window Requests — Please email insptimerequestCcDci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E 7' I— t= e 1 .r ej i Job Address: 2_1(0 r: Nib LL S 7 - Permit Number: Z o' 7 00 11 -7 r,vP ❑ No one available for inspection: Time " ZO A4/pp Re -Inspection required: Yes SO) When corrections have been made, call for re -inspection at 303-234-5933 Date:Inspector:`f°��( U. DO NOT REMOVE THIS NOTICE e � Al 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: 6�yl Job Address:��i(_7 Permit Number: 2&r7121)1,e?7 G2�f i ❑ No one available for inspection: Time �/' �� SAM%�'M Re -Inspection required: Yes: When corrections have been made, call for re -inspection at 303-234-5933 Date:-� �Y/ Inspector: Me - DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Mechanic PERMIT - 201700197 201700197 3240 Kendall ST Replace Furnace coil ISSUED: 02/10/2017 EXPIRES: 02/10/2018 90K BTUs 80% eff and new A/C Seer 2 ton condensor; Line set *** CONTACTS *** OWNER (303)238-7442 FORRESTAL JESSICA SUB (303)280-5765 Larry Benavidez 100318 Colorado Heating & Cooling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES A/C Replacement 60.00 Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 90.00 * * TOTAL * * 190.00 i �'i►^�h"1� �f *** COMMENTS *** *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections. 1, by my si >nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable uilding 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 attest that I am legally authorized to include all entities named within this document as parties to the work to be performed what all work to be per is disclosed in this document and/or its' accompanying approved plans and specifications. U I- I 1 Signature of OW-NEIr or CONTRACTOR (Circle one) Date I. This permit was issued based 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, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4_ No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 11 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of �Wheat MUN(TY DEVELOPMENTdge Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email:ep rmits(a-)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # ao 1 --) 001q 11 Plan Review Fee: Building Permit Application "** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �)d40 --(V1 � 4 [ I Is t - Property Owner (please print): 'j Phone: 726 --'1',32Or� Property Owner Email: 6±fz& 'D-1- rr-eS 4r / "i) C> ��C . C --d Mailing Address: (if different than property address) Address City, State, Architect/Engineer: Architect/Engineer E-mail: a Contractor: (66✓ "'4 "/ZZ' Phone: Contractors City License #: [ UU Phone: ?Z6 'F38 fwU 2 Contractor E-mail Address: L412 1161z, T Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. i cense # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF Amps �) 2 rvwJ(> �p -t-��z �.� .SCC C� �2� lC, Sc Ca Li �b���� �lU K i�d� ct �z Yle t> ��3ee� �!1't �C ✓l�� L �wLQ � � t�c 1 Btu's Squares Gallons Other IProject Value: (Contract value or the cost of all materials and labor included in the entire project) T. T5 000 00 1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information Drovi ie Dlication. CIRCLE ONE. (!O� (CONTRACT0 or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) ----) �) - IL) ( ) Electronic Sii¢nature (first and last name): ` DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ommsmi FOR OFFICE USE ONLY City of' Data; t t±.i t DPtf 3C'ht J PlanAPermit# A kN w. Building & Inspection Services Division 7500 W. 2e Ave., Wheat Midge, CO 80033 Plan Review Office: 303-235-2855 * Fax: 303.237-8929 Inspection Line: 303-234-5833 Building r it AppliCation Rlss s complete all highlighted sass on both si of this form Inoomplete'applicallons may not be processed. Property +rs> 10� wrner lease rine . i� ", Mailing Address: (if different than properly address) Address: Cit ; Stet' i rch tectl n i er E - mall.- phone. Contractor: Contractors City License Phone: Contractor E-mail Address: Sub Contractors*. Electrical: Plumbing: Mechanical: WR. City License # Wk City License # WR City License Other City Licensed Sub: Other City Licensed Saab: City License # City License # Complete aII information on BOTH sides of this form '(Check allthat apply) 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE * COMMERCIAL COMMERCIAL ADDITION# ROOFING AL AWINDOW REPLACEMENT DDITION COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDEN IAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT • �,SYSTEM/APPLIANCE REPAIR w r d d CMENT * .: ` -e f _ Wit,- t ` Sq. { . t.t�. .. Ettt�' Gallons 40 Amps Squares Other ♦ i CITY OF WHEAT RIDGE f (3 Building Inspection Division (303) 234 -5933 Inspection line 03) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: l v.I I keoF Job Address: 3<2 �b A/ 57- Permit Number: 10135!4 ❑ No one available for inspection: Time /v, N M Re- inspection required: Yes * When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: ie> Inspector: .� r i DO NOT REMOVE THIS NOTICE Cit of 'g� y Y l�'s�t1� Date: COMMUNITY DEVELOPMENT Plan ZZZ Plan # Building & Inspection Services Division Permit # 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 - 2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 11 (� Bu C Permit Application Property Owner (please print): Phone:"'U� u ✓ I `� Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #: 010 t O Phone: Attb Pontractors3 Electrical: Plumbing: Mechanical: City License # City License # City License # Descr�ntiori � twork:' . 5 1 - ` � C /� C iac- 7 , c , Contr t Value: ii i i 7 $ K M 2 /I . + t� e "f 1 M Review Fee (due at time of submittal): Squares 2t I BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge . codes and ordinances for work under any permit issued based on this application; that i am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal_owne entity included on this app ' ion to list that entity . on this application. CIRCLE ONE: 1 (OWNER)' CUNT CTOR). or (AUTHORIZEDREPRE N T /VE� ER (CONTRACTOR) [� PRINT NAME: f \h l SIGNATURE: DATE: Bldg Valuation: $ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13506 2/28/02 Property Owner: THOMAS O'NEIL Property Address: 3240 KENDALL ST Contractor License No. . Company: Phone: 238-7442 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable at Ridge ordinance~or ark under th;0mt 7 (OWNER)(CONTRACTOR) SIGNED ( ATE~ Total' $3,400.00 $97.25 $000 $85.00 $182 25 Construction Value: Permit Fee: Plan Review Fee Use Tax: Use: Description: 12' X 20' STORAGE SHED 1-~' .'^ -, ! 'Cf (. '1/ BUILDING DEPARTMENT USE ONLY -- Approval: MLC Zoning: R-2 SIC. Sq. Ft 240 COMPLIES WI R-2 REGS Please Note: Owner I contnlclor is responsible for locating property tines and constructing improvements according to the approved plan m~d rcq:llif';;~ lh:.\'cloprr.cnt.standar~s. The City is not rt:\jh,nSlbh,.: !ur ;nJ.ccur~tc mfomi~tlOn submitted within the plan s\::t md any constructIOn errors resulting from inaccurate information. ~ Approval: BG 2/27/02 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No Company: Mechanical License No Company Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Buildlng Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedii with successive phases of the job. The Is an e~mo'the appcoval of d,awlngs and specifications shall not be const,"ed to be a permltfoc, no, an approval of, any violation ofthe p on f/7-;3 codes or any other ordinance, law, rule or regulation. , ~ Chief Building ~spector (4) (5) (6) Property Owner: Property Address: Contractor License No.: Company: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A.PPLlCATION -Tt'ovv'--AS O'/\)e :",- 32-40 f<s,...",..~A.i\ :)'-\' Building Permit Number: Date: Phone::,'05L Z58'-7l/tf 2-- Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ 1;>q Du" Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ , J. 'y J D I I 't I' BUILDING COMMENTS: J1 . Approval: 0. c- BUlLDINGDE,PARTMENTUSEONLY,<, ,""-;-:~".---""'" _,~\" ~C"\,\~l<&c, I..\.!~ _ ~~ ("1.[~ '::0 /&>"---,'SQFIOl'"\U U I ! i " !-...; I' i )-/;;'~il. /( \--.J J ZONING COMMENTS: t\ I Approval: i\\..IL~ Zoning: R - ~ Occupancy: Walls: Roof: Stories: i ' \- ' \:~ . ,.",0. \~"--"." '''<''- .'1, ':."i./'> ......:..1 _ .. Resi~Units PUBLIC WORKS COMMENTS: Approval: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. . This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a newpennit may be acquired for a fee of one-half the amountnOlmally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (I) year. Tfchanges have been or if suspension or nhanclonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four(24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the building codes or any other ordinance, law, rule orregtilation. I!J~~~ , Chief Building Ins tor . (4) (5) (6) /~ .:1: MARK FARBER Sales ,~,;;"""""""""""""""""" i' J "1 t't/ .-J.-CY /) k~, ~i.. ;; ntain Storage Barns Inc. ~ ~ Ktbt. S&vwqe 'BP1UC3. 9He. Sheds. Gazebos. Lawn Furniture . Swingsets . Garages 167 E. Eisenhower Blvd. Office: (970) 613-0443 lVeland. CO 80537 Fax: (970) 613-0457 www.rmstoragebams.com (MaiHng) PO Box 1923 Lovelsnd, CO 80539 FBJC (970) 613-0457 Name 10\, I FlIOmb Business ~YYYYYYYYYYYYYYYYYYYYYYYYVYVVYVVYYYYYYVyy ';7'-/:: Invoice/Quote # 110ml~ BUILD ON-SITE Address :;'240 1(~nOa~ Strtt..,t lA/heat RJ<l<J' County Jf"ffert.Ol1 Loading II (,0118<10:';- Tax 10 I Delivery Mileage I 0 I Width Length Height loading I M'nl-Cmtago II 1211 20 II " Colors: Siding I Ten I Trim I Che~"ltt I Shingles I '"H/!Ii\:a~.;:~ ~,L~'l2l!i'TI~)Ii,t~~'f""')!i';.i"'" Home Phone I (303.1 ;;'~8-744: I Work Phone 1(303) sn - 36013 I Quote Oete I I Order Date I ZUZfCrl! Delivery Date I 31'17/lj2! Per Foot Percent Per Unit 1 C:=J C:=J I >0 ''''I II !OSOI C:=J C:=J 1 C:=J C:=J I ""oliOI I C:=J C:=J 1;1:"001 :BBB I C:=J C:=J C:=J 1 C:=J C:=J C:=J I C:=J C:=J C:=J I 1 C:=J C:=J C:=J I Feet Qty (W applicable) [3 [JO I 0<'>0< Double o I 24Q II Shin""'" m"'\I1l o []] I Sl<ytigr. o [}] I W,,,.1Q" S1l<W ES B: Kr~'i; , DOl DOl DOl DOl Description t) I front Speciel Notes Ff~ Fr!;gi~~ CIl "'~l"'I'e~,l Geld" Hel1t;:y-e Sfl.l;,,}le~. [] t;/ ' 1 R~""f /r7 D 10] BUILD ON-SITE beck Build Qn-5ite I $~50 01 I Be.. Price I S2995.~ OptionTotal I ..51f'J.%1 52.5 ~ O;scoonl I 100%1 or I $:>A 1 <<9 t /:::5 2.~ Tax I statoll ---I q /,~, Delivery Charge I I Total I ~'l ""'1...,....1 ~; Deposit I $L60Q,Q{) I M=~ Ie;.; 104 Balance Due I Paid in FuN On I Method of Payment I Bose Price I $2._ 01, I Gutter Inid Option Price $(100 I SliO 'JO I $80 e'J 1 S;:..l!}u(l I 7<:"4- I I J 1 1 101 ,~ ,.SJ'i9-.t'T"1 I I "'~ 1'. ~---"t ----1'......- ~ , i ~ , , t: "--'--T~'''''''' ..----t-- ,- " ", i ' ~t !_. ~ . ,\,;) ! '.' I ' i' \-t-' , ~51/~-"-'~ ~O'- ',';1 ~ I" ,~ ;9PPS. r.. ..., ~'112X~ . I' '. t: . .sf\~ ., .' .....~ ' ___ - -~:L , ._~___. ---;~.~_l~.---,.__-.- , , , '. I i I i ___ ----:------..l--- I I -, .\, ~ .~ ~ I ~---- , ._- ._-~_._-+- - I t I I ! I ! . -- ..-------.--T-.---.--.-........T-- I i I i , I I I -----.---~..,_. . r~- _.......,..-_.__~_ --...,-----1------ "- - I t..n J ____ -- _.- -- ~---_.__...~ --,-- c: ...... I i I i i , t, I ! I I I I I ' I ~ I j I I ' f I 1)1 . , ' ' .. '.. ~ I r " . ' -. ' I I ", r -.----~--- -1-- I L ~ I j' ! ,I I' ~-._- _ _ . i ... , ,. I _.' . ,I I ' I . I . ,-' ~. ! 1 ! I ' I " ! I ~ - - j . 1- - H - ' j . I " I I ,I i I I . i i. i ! ' ...---t------ L_____ I' : 1- . ,~', .. . ~. ------- --!. I . . !. --..- 1---'" ' " --~---- - '1 i. I' . , . !. :, ----. , !' r.. I I ' 1, ' T~ . ' I 1 I " C (&/ i I . I ' . i I I::> ~ ~ ' ' , . .. .... ,~..."" l . I U" \ {;, ,. ,.... .. ........ " .. .. I ,.. ,. ___,___~__.___L.::.. ~ . I , I ~i ------.-----.- -----1 ---.~-1------- -------- I I I.. .. , , I 1 ' I ' : 1'- , 1- I I I . t-'" I I c...--'-- I 't-. . --~-. __J._~__._....__' , -----------'-- ..' .. . '1 . yl~~~ ~l... . ", ~'lf \1.;[ ,I', , i I .--t-' , , ! -v .- 111 I I I . I I i , . ~__' -!- .1 --....--~--- f 5:1qd ~~,,~. s\. " I I . I i ~' --------;--1---,----.......,...---->-. ._~-~. ~ ~ ~.._------+--------- -. I \ l .... ~ ! . I~; ! t~--.--"'-_. -.----.-~----I I I . I; . I ,_----.- J I. ~---- ! I -~-------- i I . I i~-'-- I J'__--_ , . ~ ., i '" -- -... --~ .." l . , L I I ! I i 1'----;----;-- ------ . . i I I I' I ---;- I I 'L'- ~ : - -- I NOTE: RJR COlAS::S DaJVE~ A8Cl\/E 7000 FE::T IN :LEVAIDN i<A"TER SPACNG SHAL BE 17 a.c. 25 YEAR CLASS 'A ASPt-'A...TSHINGLES - OVER 15;; =2._: V2' SHEATHING ~ R^flER TO. P..A TE HJRRlCANE CUPS AND - (..) 8d "TaENAlLS .--" -- 2x4 RA-i::RS@ 16- O.c. /--- VI 1111 SOING 25 YR DJR'< TEMP -'-N f!;l 2x<iSTUDS@ 16'a.C. - #2 rlEM-AR APPROVED Subject to Field Inspections Wheat Ridge Buiiding Dept. Date.~1.:~f ! SI~~e~.~6.f~r.~n~an Checker AVGERaSWAD -" - iYP1CALALL 4 CORNERS 2..' DEEP TYPICAL '- COlLAR T1ES @ 48' o.c. 'ls'" 139" GANG NPJL GUSS~S - 1Y?1CAL AL.. R.AFTER JalNTS (BOTH S':JES) --;. 3/" Pt.. '!WOOD 2x<i JalSTS DECKING 16'o.C. ..x'\. PREOSSJRE TREATED SKIDS , SECTION ".'. , , " !; 'N' co -,,_._-~ >c o ~ ~ rl Vi ~ i ~ ~e J ! Ii ~ " it i~ CI)! jl fi ~+"~\ ~ Yl-:~ i ~ Q D " N f u . .' ... <. ~< w u .< <. "" ,. "< f~ ~ ~;;, .. '0 o. < <0 ~u iii-ri" < w. ...." .' _ 0 "" ll) z o w F ~ ~ 8 6 - D: ~ ~ ~ 3/4."=12" n.?JE:..;:: MC12 1 , -'-N '" '" ''\.---~'--'-- 266' is) '" ., -- - OPilONAL COTTAGE LENGTH (DIMENSON 'A') COTTAGE;; ;"'!:NGT--! SQUA<E. FOCiAGE -'-N ~ MC12-A 12-0 1M MC12-B 1.1--0- 163 MC12-C 16'-0 192 MC12-D 18-0 216 MC12-E 20-0 240 MC12-F 2A-O 2138 MC12-G 28-0 336 MC12-H 32-0 384 MC12-! 34-0 4J8 MQ2-J 36-0 "-32 4,;--.---"---"-- 4x4 SKIDS :=:- Cl Ui '1' <l\ ~ ~ ~ ,.,,A ~ & -~~~ It jCJ)i . < , . ~ o , " . " Ii i+" M\l ; y",,~i~ Q 0 . . . - . . . - - . . .. ~ - . . __ - . - . . - . . . .. ... _' _,. . . _" . . . - - 0- _ . . . . _ . . _ ._ 0" . .. ~-:; '.~ '" ~ ~~-; ~.~<-:~~:~~~~:>::::>::::~;-=::.~.>~;;-,~:.~~~~~_.:~.:<.:<-.:.;.~->>>;:::~.?~.~~;::::~-:._~;.;.:::.::~~<-,-~.-~:::~ -.---,.- ., .' ~ < ~:: ~ (.' .~ ",>': ~ f'~ o ~ ~ < ~~------------------------------------------------------------~~ ~------------------------------------------------------------~~ :'(.; 2x4 FL-OOR JOISTS @ 16' e.C. ------- : -~ . ------- : < 0> r-'-/ G Z ~ ~ x ~ -: I :: I . \:::;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------- ~ -------------------------------------------------------------- . - . .. <M ~" W .. "" 5~ ,< "" ~~ < ,. ~ ; < , .. ~ ;~-:~-:.~.~-;:~_:~:~.~~~~~~~:-,.</-' ~~~~>~-'->;;0:.:;.~~:~.;~~71.~~~,;(.< 5 ~~ ,~:;,~:~.~~;~.;:~~T~.~.~~:75,;~~~:;.':-,.;~ ,. - --- - - - - - - - - - -- - - - - - - - - - - DIMENSION ',A; /" ill ~ ~ o D.. U ~ - 0 ;;;: --' L lL -/--~._-"" FLOOR PLAN GENERAL NOTES TREA'ED 4x4 SKIDS ARE TO BE USED \MTH 6 MIL POLY INSTP-LLED UNDER S1'<UCTURE NO L.OFTS ARE .A.:..LOWED IN BUILDINGS W,THOLJT A FOJNDA1l0N ADDmoM:. DRA\MNGS \MLL BE REQIR::D. EL:'VATlQNS S..,O'IIV'\: A<:' "'YPICAL. R::"ER TO FLOOR DcA" FOR ,ACTUAL UNrT CON"6URA,IONSAND ODENING D..ACEMENTS COTT "'6::S '-O,G::R T'1A'- 20-0" REQUIR:: (6) ~,E DeW" .AUG::RS 3 ~<. 5,::1::. J\J:: A,-: :=.A.::- :::;O:z~::< A'\jD O".,E CEI\<-:::<:::) COTl.AGES ~=i< -;- rM 2X1 5Q:JAQ:: ;::2::"7" R::QUI;<E '1;j~CA'\JE C,-PS ::C;R i<.A.i- ,~< CO\l\l2CTiOl\ 5C:.A.lE: 112"=;2" !"'"QOL= MC12 2 "- ~ <J M_ 'M .. qo ~~ .. ~; lix < . ,. < " ~ ~::; ~ ~') '0 o. < <0 ~ l,) w-;:" w; -. . > -< M" 2S "'"SA.< ::::;..AS'::;' 0",' AS - -;:;:x...A-- S....!~G..=s 0..;=.-;<'5::' ~~- V7 "'111 SIDNG 25 YR DURA TE:-1P ~ , AUGER! STRAP TYPICAl AlL - 4 COR"ERS -'<- "N io2 , /'/ ---"<-- f 'j~. """~"'W.H.d";':"" ' ~ h<i.- _~. ~~.,,x.-',,",,:v:..<' ""'-' _ ~~::','J<-"'" :1 ,I ;\ ii :1 , " I II , , " ' J ij ,[ II .!,I II ,i 'i ~!+i-~'l E,"D ELEVATiON -'<- 'j I I !i :[, ,ii, ,I :1 :',' " :! ~! ~l : . .j :j ;i :\ I "N io2 :i ,i !] !I .i +----!- ---"<-- ,< :< END ELEVATlON ~ :5"'S~::_~S-~ .l.S:::--_~ - s..... ,-::., ;:- '-"---- - ,-- t2 ,--- - SiDE ELEVATION 25 'S~ ::_45::' A" ,A,S;:x.oAL.- ::,_,,, r-:' ~.- -"-.,,...:;:>L...:::::> , - -'<- ':'N io2 - >,- SID:: ::LE\! A TiON o ~ ~ ~ C\ " w ~ '" => u . - . ~ji ,. o. ~~ :3~ .. ". ,< .> ill ~ 8 z r' 1I1 Z o :{ (G --' ill SG..AL..E: 3/8"=;2" t-'ODE.. :: MC12 3 iC N ~ U 0' .. q~ 0" ;; Gi:'< '" 0" < . , ~~ ,. '0 00 < '0 ~u Ill'; o w" " . > _ 0 "~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 10309 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 3/30100 { 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3240 KENDALL ST Contractor License No.: 17529 Company: Alsco Cardinal Home Improvement OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 238-7442 Phone: 777-3444 (OWNER)(CONTRACTOR) SIGNED DATE Total: $5,000.00 $111.25 $0.00 $75.00 $186.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: 14 vinyl replacement windows (no structural changes) BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date: Approval : Expiration Date: Approval : (1) (2) (3) This permit was issued In accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning RegUlations and Buildin9. Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Insfeetor twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedllng with successive phases 0 the/'ob, The iss of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions f th iI nmny other ordinance, law, rule or regulation. (4) (5) (5) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 O/JE:I LL J Tof'r) 3bHO Ke.,Afl-ll S+. J75c!1C( Company; 1+\ McEt<D/AJAL OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Property Owner: Property Address: Contractor License No. : Phone :6133'- 7'14a Pho~~77-3ql../~ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this Clpplication, and that I assume full responSIbility for compliance with the Wheat Ridge Building Gode (V. B.C.) and all other apPlica~le_ .Wheat Ridge ,trd~ances. for work under t35 perm,i7 (OWNER)(CONTRACTOR) SIGNE~P.M )~tJ..-- DATE h7rou Construction Value: -s; Ci(.)Q Permit Fee: J II. ,95 Use Tax: 75. 00 Total: I ~:~f$9:66 Use: Description: ~~o:mffill~.J Approval : Zoning: I3J!]RlI[!lWoromen~ Approval: ~l"el\'V.Ot~~Q.I1:In:r!ln~ Approval: Occupancy: Walls: SIC: Sq. Fl: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No ; Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: l4) 5) (6) This permit was Issued In accordance with the provisions set forth In yopur application and is subject to the laws of the Stale of Colorado and to the Zoning Regulations and BUildi"9. Code of Wheat Rid~e, Colorado or any other, al)Plicable Ofdinances of the City. This pennit shaU expire If (A) the work authonzed 15 not commenced within sixty (50) days from i$Sue dale or (8) the building authorized is sU$pended or abandoned to( a period ot 120 days. , If this pennit expires, a new pennit may be acquired for a fee of one-half the amount normally required. provided no changes have been 0( will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or it suspension or abandonment exceeds one (1) year, full fees shall be paid for 8 new permit. No wor\( of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the!Ob. The issuance of a permit or the approval 0 drawings and Specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions of the building codes 0( any other ordinance, law, rule or regulation, (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95- 797 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 4/24/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: 0 NEILL THOMAS III Property Address: 3240 KENDALL ST Phone: 238-7442 Contractor License No. : 17287 Company: A B Roofing Phone: 7440855 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Use Tax: $2,959.00 $54.00 $44.38 I hereby certify that the setback. distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 8Qree to abide by all conditions printed on this application, and that I assume full rasp slbility for compliance with th Wheat Ridge Building Code (U.B.C.) and all other applicable eat Ridge ordinan fa w rk un this permit. ()J~, E '?,--l p.~e._ eV'.) Construction Value: Permit Fee: Total: $98.38 (OWNER)(CONTRACTOR) SIGNE Description: REROOF BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: II Expiration Date: Approval: Expiration Date: Approval: II II (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shaH be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel'Ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of th~ building code~ any o'Tr ordinpn;e, law, rule or regulation. ~tl--&v-- G c,-J/C\A / uA C~f Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION t~~ (4) (5) (6) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: Property Owner :\0 c." C)t--)!"e::. LL Property Address: ~2. '-\ (/ ~6wr::A. L Contractor License No. : \.1 2 '6 I Company: Pt f!:, (2c.)C")\- i~~ Phone. 73"6 -"( '-l '-l z .' LtC, Phone: I '* --l - 0 ,!:;.;J.. ..> OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: ;z~S'9- 51(.&(" </'-1 5:8 cle .'7 I 0 ::J 0 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and 8!;!ree to abide by all conditions printed on this application, and that I assume full responsIbility for compliance with the Wheat Ridge Building Code (V.B.C.) and all other applicable eat Ridge ordinan S, f r u er this permit. \ .--.-, 0"- ~ 1"::;> \ ;---'S. .A L<..- ?:s S'L 0 I rr-.. , sl-L t ~Le::, Total: (OWNER)(CONTRACTOR) SIGNED Description: QE::-lV"'-oV8 BUILDING DEPARTMENT USE ONLY Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: II _.~"-\IlIB:Ji ..1 Expiration Date: Approval: .1 (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of \^./heat Ridge, Colorado or any other applicable ordinances of. the City. This permit shall expire if (A) the work authorized is not commenced Within SIXty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fult fees shall be paid for a new permit. No work. of any manner shall be done that will change the natural flow of water causin~ a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours In advance for aU Inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Ut:t'~K IIVlt:N I ur t'LANNINI.> ~NU UC V cLUI"'IVleN I tjUIIOlng I"'ermlt NUmoer : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 t::/ e < t-...1r> -t'-. Lf :;,c'C' k-e..,(jcj/ sT /7/7<6 (;,occt PI u.... "" ,'., .~ OWNERicoNTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Property Owner: Property Address: Contractor License No. : Company: I hereby certify lhllthe .elbeck dl.llnces proposed by this permK Ippllcotlon Ire I=..te, and do not violate .ppllcable ordinances, NIeS or regulations of the City of VVheal Ridge or covenants, elsements or reslrldians 0' record; that all measurements shown. and allegations made Ire accurate: thai I have read and 19.,ee to Ibide by all conditions printed on this Ippliclllon. Ind thlll ...ume fun re.pon"bll~~comp"an~Kh the Wheal Ridge Building Cod. (U.B.C.) Ind In other IppllClble Whell . ordln~ for wo nder this permit. ',// ,/ L_, (OWNER)(CONTRACTOR) SIGNED . ATE.::Z -.:leu ~ 6i~u-e- ~~ 5i-cl.{...eor I I~j- I J..,q(/ Description: q.~ I f"o".... FP I BUILDING DEPARTMENT USE ONLY '~ll\IJ l,-l\!.(o) '1\ 111.ohliJ' Approval: Zoning: :J!.l . url\~IJ.!IIUIUJ Approval: " (:;' . i~\;~tUJ.uJ;W.~ Approval: Occupancy : Roof: Stories: Walls: Electrical License No : Company: Plumbing License No: / 7 I 7 g Company: (;;o~el f'lv...t..,.~ Expiration Date: Approval : Expiration Date: Approval : Phone: ..;:; :3 g9'IoO Phone: '/55 '13C17 Construction Value: Permit Fee: Use Tax: /800- Total: so.oo. ~ SIC: Sq. Fl: Residential Units: Mechanical License No ; Company: Expiration Date : Approval: (') This permil was Issued tn .cx:ord.nce with the provfslon. set forth In yopur .pplk:ation Ind Is subted to IhI a.ws of 1M Stllte of CoIol'ado.nd to the Zoning Regulations .nd BURdI"9. Code of 'Nhe.t Rktoe, Colofado Of' .ny oCher .pp1ic:1b1e ordiNlnces of the City. (2) This penrit shill uplre If (At the WOft\ ,uthorlz:ed Is not ClOlTW1"ll!need within sixty (60) diY' rrom issue dale Of (8) the building ,uthottz.ed Is .uspended or .bandoned to( . perlod of 120 days. (3) If lhls permil explres, I new pennll may be Icqulred fO( . 1M of l)n@o-hilf the .mounl normarty required. prootIded no c:hInges hive been or wHI be nwde In the ori;ln.l ptlns .nd lpedflCltions .nd .ny suspension Of .bandonment _hi. not exceeded one (1) YeI'. If ching" Ire made or If suspension or .~, exceeds one (1) ye.r, rull fHS ,tI," be pakt for. new pennil. l'5) No WOftt of .ny maMer shin be done that wi" ch8nge the nalural flow 01 waler eausinv a d/'1lin.ge problem. t Contrac.1Ot shan notify the Building InspedOf twenty-four (24) hoor1ln advance rOt ,n Inspee1klns Ind ,hal reeelvl wrltten.pproyaI on Inspection card before proceedllng whh sucx:esslve pheses of the totI. e.) 'rhe issuance of . permit or the .pproval of d~nogs .nd specifatlons sh.n not be conslNed 10 be . permit for, l"IOf an .pproval of. .ny \'toIab 01 1M pnMslont at the buildInG codes at any other OfdIRlnc:e. "W. rule at regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION