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HomeMy WebLinkAbout3872 Taft CourtL INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type rezF Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector 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 Electrical Comments 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 777 Mid -Roof J?. Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof c Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 1* � 4 i CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L_/ 0 9 - (—' -,,A r Job Address: 3 <; -7 a T—, gr'- C Permit Number: 2 0 1-7 c S 9- '-i o L-0- Ll ^E ❑ No one available for inspection: Time 5 - 0 b q�l , /PM Re -Inspection required: Yes (o% When corrections have been made, call for re -inspection at 303-234- Date:- 01 1-d 0 Inspector: ` -" DO NOT REMOVE THIS NOTICE ®` A City of Wheat Ridge ��. Residential Roofing PERMIT - 201705840 PERMIT NO: 201705840 ISSUED: 08/09/2017 JOB ADDRESS: 3872 Taft CT EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 47 sq *** CONTACTS *** OWNER (303)746-0289 NICOTERA ANTONIO SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,075.28 FEES Total Valuation 0.00 Use Tax_ 358.58 Permit Fee ____._ 331.10 ** TOTAL ** 689.68 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. A i City of Wheat Ridge Residential Roofing PERMIT - 201705840 PERMIT NO: 201705840 ISSUED: 08/09/2017 JOB ADDRESS: 3872 Taft CT EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 47 sq I by my signature ereby attest at t ork to be performed shall comply with all accompanying approved plans and specifications; applicable buil ' g codes, and all pli a municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ner of the prope an m authorized to obtain this permit and perform the work described and approved in conjunction with this perms further attest I a e�ally authorized to include alI entities named within this document as partres to the work to be per and th t 11 to eriorm disclosed in this document and/or it '�accompanyin approved plans and specifications. �free pf DOWNER or CONTRACTOR (Circle one) Date C -mit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 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. 14 I Signature of Chief i ing Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Thursday, August 3, 2017 10:24 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application 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 Property Owner Email Address 3872 Taft Ct. Lisa Nicotera 303-746-0289 lildreamer20@hotmail.com lw�) LZ Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business Elite Roofing Name Contractor's License 130240 Number (for the City of LI �� Wheat Ridge) -- Contractor Phone 303-296-0361 Number Contractor Email Address kathy@elite-roofs.com Retype Contractor Email kathy@elite-roofs.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Dimensional/Architectural Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 47 material selected above? Does any portion of the No/ property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 47 / (pitched + flat) of all FEI roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) -� 17075.28 Remove composition shingles and replace with Owens Corning Duration Driftwood, House pitch is 6/12, 1 story Project Value (contract 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 Hilda Cowie-Bozner Email not displaying correctly? View it in your browser. 3 B �• !�7 1: 1�1 li 1: K �0�� rEO'L I T E ROOF//VG "Roofing Done Rigbi" r t J Contract Submitted To 1) i� R G� i; E-mail s ; `' � 'Lt r��a2^ %r ky fill, 1 Date t -7 Home Phone 7-6 '� Alternate Phone Street`7 2- J i't ; 1 G zip & � c City ��' r� ��-�� `• `� State p We propose to furnish all materials and labor completed in accordance with the specifications below for the initial sum of: REPLACEMENT COST VALUE (RCV) per insurance proceeds plus any supplements that may apply to your claim. Upon approval of your claim, Elite Roofing will file for any and all supplements which may include building code items, unforeseen items and missed or omitted items on the insurance scope provided to you by your insurance company. Those items will be paid per your policy provisions and will become part of this contract as if contained herein. Elite Roofing, as your General Contractor, will negotiate a fair and equitable settlement agreeable by both your insurance company and Elite Roofing based on competitive market rates for labor and materials with no additional cost to you, except for your deductible and any upgrades or additional work authorized by you that are not part of your approved insurance claim. Should your insurance company deny a full roof replacement, you will not be obligated to this contract and/or may enter into an acceptable repair agreement with Elite Roofing, Shingle Manufacturer *''`' " aJ �' / % Type�"�-f Color I/ $1' ljl,,;CAO 7 X` 1V [ �] Tearoff layer(s) of composition or wood shingles. [ ],,#nstall felt 151b 301b [�J ,-Ridge cap shingles to be color coordinated [,J nstall new pipe jacks F j Replace vents as needed Slant back Turtle Re -flash chimneys and all wall abutments as needed Install °'? - t, nails per shingle Code Items: [ ],.,,fnstall Decking (7116" OSB) [=T Install pre -painted eave metal to code - Color Fr_�, , pf Ice & Water„Penetrations Valleys Eaves Upgrades: [ "Synthetic Felt” [ ]"Ridgevent" If. [ ], "High Profile Ridge" If. (-1J "Surenail" lifetime shingles (J "Class IV Impact resistant" lifetime shingles [ J Manufacturer Warranty - Pick one Below [ ] OC Advantage [ J OC Preferred (] GAF System Plus Misc: Clean out gutters Five (5) year workmanship warranty Elite Roofing will provide general liability insurance coverage of $2,000,000 [' Elite Roofing will provide workman's Comp at $500,000 ( Make a magnetic sweep of driveway and yard for removal of any nails [ Remove all debris resulting from above work Special_Instructions: vt� t,C`TT��' 6:' ,i 1--14 dn.: 6aj � � r�i •'�' �•� z Approx. Job Completion: % —, %weeks from insurance approval Homeowner Pavment Summarv: Deductible: Upgrades: $ Balance Due*: $ L L.!' l 0, *Balance due is equal to the amount of out of pocket expenses as agreed upon by the homeou ner and is in addition to all other insurance proceeds as described above. If no insurance claim is involved then balance due is the total contractual amount due. Insurance Company A' <�' `tet h' f= : 11= •'� (<= Claim # `�� 7 ? V71 rj�f- 6 Zo ,; l �; SOL • 1 (We) hereby authorize and/or instruct any legal representative and/or agent of Elite Roofing to obtain any and all information necessary to negotiate the settlement of my (our) claim as well as any information necessary to complete the funding process relative to the claim number listed above. • I (We) hereby authorize and/or instruct Elite Roofing to pick up in person any loss drafts or checks on both my (our) behalf and behalf of Elite Roofing. • I (We) hereby authorize and/or instruct Elite Roofing to act as my (our) General Contractor for the above mentioned claim number and instruct my (our) insurance company to release the customary 10% overhead and 10% profit for scheduling and coordinating any and all trades needed. • Elite Roofing shall hold in trust any payment received from you until materials have been delivered. This contract is subject to Elite Roofing management review and approval. I accept the above terms of`thitract a authorize Elite Roofing to proceed. Date of Acceptance �� ] Homeowner's Signature(4) Representative �`=%5 .+-z)/ Representative's Signature ! '-- 5475 Peoria St. Suite 4-106, Denver, CO 80239 1 Ph: 303.296.0361 1 Fax: 720.317.2233 1 Colo. Spgs.: 719.203.3107 1 Ft. Collins: 970.818.3990 www.eliteroofingcolorado.com i CITY OF WAEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: In--r-b Job Address: aZ Permit Number: 70,5E/0 } J 2 j i ❑ No one available for inspection: Time I -e AMI,"") Re -Inspection required: Yes FNo When corrections have been made, call for re -inspection at 303-234-5933 Date: F'; ,�r% Inspector: DO NOT REMOVE THIS NOTICE — 10 City of h6V��;i � �Ro+ � City of Wheat Ridge Municipal Building 7500 W. 29,h Ave, Wheat Ridge, CO 80033-8001 P: 303.2352855 F: 301237.8929 Owner/Occupant 3872 Taft Ct. Wheat Ridge ., CO 80033 Iv Permitted nroieet nlans av,741alm .1 mmz�� This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. in accordance with the Buildinp,,, Division's document re en are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 15 working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m. andMonday through Friday, at the Building Division offices located at 7500 W. 29h Avenue in Wheat Ridge. Imm Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Of Phone: 303-235-2853 Fax: 303-234-2857 www,ci.a,heatridIYe.co,u,s www.d.whontridap et. tie CITY OF Building .- ° Division I 234-59 Ins pectio n • /! / 3) 237-89 • Type: • a Address: Number: Permit X No one .• - for inspection: AM/PM Re-inspection required: Yes No w beon mads e-Inspection 0 !. te: Inspecto 9 (COM1L41MW0NrtN t of 1�a � e ,. Add ress: 3$72—Taft court mwt Woodle Architectural Group/ • o Same as ab ove 13 0216 303,7794100 Sub Contracto Electrical; Electric Contractors, Inc. Plumbing: Plumbing Unitd., Inc Mechanical: Smith& Willis HVAC W.R, City License # 080261 WR City License # 140008 WR City License # 80286 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form City of ]�qrAVh6at,p *d c ic COMWMUNiTy DEvELoPmENT City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Mimi=; 0 = Hi $22.00 $3,234.00 $22.00 $4620.00 3r? � V - /6 1. Drainage: a. Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are: Public Improvements required & to be completed with project: a, street paving/patching: Yes b. curb & gutter: Yes c. sidewalk. Yes d, Other (specify): Yes .Yes No -A C� K NOT OK; ref t stipulations. For items not constructed, the amount of funds taken in lieu of construction: Does all existing roadway/alley ft O, meet I the ( standards of Yes --- O the City. N If not, what is required? --!L-- If R O. W. is required, has the deed been received: Yes — No (see Note below) NOTE. All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy, 4. — AEP The Public Works Department has reviewed the subinitted material and hereby appro this Pe °t Application, subject to the stated requirements and/or attached stipulations. Signature David R BrOssman, P.L.S. -ate 2*&t- 5. I �QT AP�PRQ�VED- The Public Works Department has reviewed the submitted material and does n approve this Permit Application for the stated reason(s): Signature David F, Brossman, PIS, it ate 6 Stipulations: T _ A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate o f O ccupancy. NOTE- ANY DAMAGE TO EX ' ST 'NG PUBLIC IMPROVEMENTS AS A RESULT OF PRO ECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCupAXCy Rev W2013 City of Wheat Midge Municipal Building 7500 W, 29' Ave. Wheat Ridge, CO 800334001 P: 303.235.2861 F: 303.235.2857 , Date: Location of Construction: Purpose of Construction: Single Family ~ Commercial Multi-Family (Required of all projects for document processing) Sit Ie Famflv Ft sidence/D Dlex Re vie" F ..... „... ,........ &"omme °ciai ttiti_ a II a Review Fees: (due at time of Building Permit issuance): u PLEASE NOTE T” IAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED PGP CONSTRUCTION OF IMPROVEMENTS RIGTHIN PUBLIC RIGHT-OF-WAY. ww'A'xi- vheatrid e.co.us Rev 12'32 DATE- D: 10 ADDRESS: wwWA-wheatridge.,co.us IWO- ► , " MUM W RMIM 19-V2�- sq. ft. Total Proposed Building Coverage: 3s " sq. ft. 69 % Setbacks: Required Provided , 1,0 Front 20 ft 1 , 7 , 5' Interior Side iwft Side on street/open space _,4-7f 417 Interior Rear 15 ft Perimeter It Is the structure within 2 feet of minimum setbacks? --Y (If yes, addsurveying condition FND.) F"' L 0 T P L A N PRE 3 LOT 1 LOT 13 1 00*c4t M J,, MOOS .__ __ _ . t ) A Drainage Let ter 0 be I � id MISCELLM*OUS 0 PLAT Plot, Plan � : 1� ti n stash � ?K � • fifT � �r r prior t # LOT l�la wit APPROVED l� Comment ...0 t sneers site 1 Direct the root � train downspouts in a been properly E-W direction 3 CAR ndicated to protect 11T1�f3t�14 tnt rya ernes MM) q (: z turn s tormwa t er ML LSUBAECT TO FIELD I )7/30/2014, n '. lox „fin• # LOT 13 1 00*c4t M J,, MOOS .__ __ _ . t ) A Drainage Let ter 0 be I sir � id MISCELLM*OUS 0 PLAT Plot, Plan � : 1� ti n stash � ?K � • fifT � �r r prior t # l�la wit APPROVED l� Comment ...0 t sneers site 5 � .J � a been properly 3 CAR 11T1�f3t�14 r.� MM) q (: z ML LSUBAECT TO FIELD I )7/30/2014, ",� . „fin• # sir Project d# t" i N OWN I Mechanical Contractor __.._A ofAuthorized A Date *Th is a ppWation mot be silted by tach sub-contractor confirming the same. � GENERAL INFORMATION ION Schedule: 461198 Parcel ICs. - 204 -05 -015 Rdabrik Status: Active Property Type: Agricultural Property Address: VACANT LAND JOwner Na ,, .- --- - Mailing Address: 07800 E DORADO PL 220 ISTANDARD PACIFIC OF COLORADO INC GREENW +r 0 / \\ N - I t MMMAi W 4 IM111�w + M s » j}�1'��If�. / \\ N - I t --I p s » TAX INF ORMATIO N mm A.t*. 3y.&S—S-Knaar Geotechnical and Environmental Consultants 2M M= 2180 South Ivanhoe Street, Surlet 5 Denver, Colorado 80222-5710 303-769-8100 Fax 303-756-2920 wwwagwassenaarcom As requested, we have performed a soil and foundation study at the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed residence. This letter presents a summary of our findings and recommendations The field exploration included drilling a 4-inch diameter auger boring near the center of the lot to a depth of approximately 19'/ The subsurface materials encountered consisted of: 0' to 3' Fill, sand, medium dense, silty, slightly clayey, slightly gravely, moist, mottled brown 3' to 11' Sand, medium dense, silty, clayey, with clay lenses, moist, brown I I I to 19Y2' Sand and Gravel, dense to very dense, silty, very moist to wet, brown to rust brown Mmz�� Depth to water: 11 feet at the time of drilling I I Y2 feet 3 days after drilling Standard Pacific of Colorado, Inc. Project Number 135298 January 31, 2014 Page 2 where floor m ements cannot be tolerated. Standard Pacific of Colorado, Inc. Project Number 135298 January 31, 2014 Page 4 grade area, The purpose of the drain is to collect water which may become trapped on the surface of the excavation and enter the basement or crawl space areas. A drain should be constructed similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity discharge or sump. If a sump pit is installed, it should be monitored for water accumulation and proper operation. The water level in the sump pit should not be allowed to rise above the foundation drain inlet pipe(s). If water rises above the inlet pipe(s), a pump should be installed (if not originally equipped) or maintenance should be performed ♦ the existing pump. The wetting of foundation soils and/or bedrock materials which causes heave may be reduced by carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: I Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction. 2 The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. 3, Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation, Standard Pacific of Colorado, Inc. Project Number 135298 January 31, 2014 Page 5 4, If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils. 5 All drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Drainage swales should maintain a slope of at least 2% off of the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner installed items. & Roof downspouts and drains should discharge well beyond the limits of foundation backfill. 7 Watering adjacent to the foundation should be reduced as much as practical. Landscaping which requires excessive watering should not be located within 5 feet of foundation walls, Main sprinkler lines, zone control boxes and drains should be located outside the limits of the foundation backfill. Sprinkler heads should be positioned such that the spray does not fall within 5 feet of foundation walls. 8 Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation. These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric. Standard Pacific of Colorado, Inc, Project Number 135298 January 31, 2014 Page 6 Attachment: Figure I &k.A • ld Went Me EE r r� MMTMMMMMS��� et FOOTING FOUNDATION TYPICAL INTERIOR DRAIN DETAIL • E APPROVED.- ----- ------ 0 4 DATE r-n CS m- I as Ell 19 I P. N m 9 APPROVED Subject to Field Inspections Wheat Ridge Building Dept, Date ir jg4vy AU Pye- , 5 - Signed: * . Plan checker ro m a I 70, i T T LL U, TM .3 Av i g o I 9 z w ul cn 2 w 0 U) :r < (.) 0 U - cc 0 CC W 0 W) z (1) z w R CC _j LL CL U, TM .3 g o I 9 z w ul cn 2 w 0 U) :r < (.) 0 U - cc 0 CC W 0 W) z (1) z w R CC _j LL CL (131 001 X dS elqelleAV) L90*0 :-U oot jad slel UOII314 fleJOA0 U61SOQ OLC ol mol L tl7L '(*U) 416USI SAq39,UG jejOl lielOAQ OLC 6*89Z :( Aiddns jo L41OU91 GAR-IG,49 jrwi! MOI L*Uir , ( , U uinjej 10 4*61 9AR39,40 18101:! cW0 :Alddns ol pappe ssol wnJON1 OLIZ 9LVO :ssol oinssaid opls eAlleinwo Lun wixew jnouna, 009'0 :alqelleAe sinssaid �)jjejs up) Aiddns' OOE'O :smol einsseid oolA ep ue 1 AjddnS 009*0 :wnssai o4els jewelxa ue d u9jewelp Inouru isellewS 960' :molple )junjj uleW sez, :molple jellno Inouni jejol a ME N I'l . EE= 09z-us 9 :je;awelp Inouru Isefuel OOKWS 9*8� usle welp )junjj 1"649,1 * • x FILTER) w•• a • b« .r' s 4 e tr i+ t f cr; i =4 s «• a • , 4 :i t BOTTOMor ,x r.wt f +i i as w•• a • PERFORMANCE DATA (cout) r-'0IT, STPfW C PRF-SSU*Q E D V., OP (in we.) PURONID AND R- 2 2 REFRIGERANTS um 1414 2414 2417 3014 3017 3617 MT M21 19 4021 T4W 4624 W24 T6m Sensible Heat Gain = 24583 BTUs Item ila #ue Mode[ Type Standard Air Conditioner Model Number (Combined) CA1 0 (A,B )+CNPV*4221AL *+ DR Outdoor Model Number CA13 ****(A,H) Indoor Made[ Number CN X47 1A *°# -TDR Tradename 13 SEER PURON AC Outdoor Manufacturer CARRIER AIR CONDITIONING Indoor Manufacturer 0 Description 639 Comment Nominal Capacity 3 Nominal Capacity Low Speed II SEER 1 SEER High Speed b GOER Low Speed CR 11 EER High Speed 0 EER Low Speed 0 Sound 0 ,AHRI Reference Number 639 Qualifying Tier Sensible Capacity Latent Capacity A Compressor Warranty coil warrant y Pads Warranty Labor Warranty INEVINERVEM Microprocessor Warranty byst e rn i s 91 91 91 Zone I 7,7 6 6 1 Rec Room *91 91 91 2 Bath 4 *6 6 28 BR 4 26 22 25 4 tlnf basement *211 211 211 5 treat Room 161 *161 140 6 Kitchen /Nook 262 *315 247 Dining 53 36 51 8 Faster BR 206 *211 181 9 Wt *5 5 5 10 Master Bath *1 50 59 11 WIC *13 13 13 12 BR 2 *88 73 84 13 Bath 2 3 *3 3 14 laundry *29 29 29 15 BR 3 67 51 65 16 Bath 3 24 17 23 17 PDR 4 *4 4 18 Study 110 108 *112 19 Entry 45 *54 47 0 Nall 27 *27 26 * Indicates highest CFM of all rotations. 7 26 91 91 91 91 91 7,7 6 6 6 6 6 3 33 28 22 28 *33 6 211 211 211 211 211 6,6,6 91 131 160 145 110 7,7 168 231 273 254 196 8,8 60 54 40 54 *60 7 138 175 194 191 159 7,7,7 5 5 5 5 5 3 0 51 38 51 60 5,5 13 13 13 13 13 4 85 73 57 73 85 6,6 3 3 3 3 3 29 29 29 29 29 4 72 66 52 66 *72 7 26 24 18 24 *26 4 3 3 3 3 3 3 102 110 102 105 95 6 38 44 48 41 38 24 24 24 24 24 5 45 0 `Bast 1,330 23,909 «1,865 1,99 90 0 Southeast 1,259 22,646 1,865 1.89 135 South 1,076 19,345 _1,865 1.61 180 Southwest 1,193 21,460 -1,865 1.79 225 West 1,193 21,448 -1,865 1.79; 270 Northwest 1,246 22,413 -1,865 1.87 315 forth 1,147 20,631 -1,865 1.72 YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM Room Length: 275.2 ft. System plumber: 1 Room Width: 1.0 ft. Zone lumber: 1 Area: 275.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.5 AC /hr Volume: 2,509.0 cu.ft. Req. Vent. lc : 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 3 CFM Actual Summer lnfil,: 3 CFM SE-Wall 12F 0sw 73 1 74.1 0,065 5 332 0.7 0._ 54 E.IP Ceml 1 EiS 35 275 1 ._.._ 27 _._.. 0.026 1 3 495 1.2 ___... _ _ _ 0 330 Subtotals for Structure:. 327 0 334 lnfil.: Win.: 3.4, Surn.: 3.4 74 2.351 212 0.661 -74 4 AD Excursion 43 Room Totals. 1,039 -74 481 Y : \... \Plan 5052.rhv Tuesday, February 13,2014, 3:19 PM MOM 0.065 4.5 0.065 4.5 0.161 11.1 0.310 21.4 0.026 1.8 I I - 489 267 257 167 B M 0.7 0 29 0.7 0 80 3.5 0 85 25.6 0 307 1.2 0 ill 93.0 0 612 0.561 -184 122 & c1g. Occurrences: 1 93A ft. System Number: 1 1.0 ft. Zone Number: 1 93.0 sq.ft. Supply Air: 38 CFM 9,1 ft. Supply Air Changes: 2.7 AC/hr 846.0 cu.ft. Req. Vent. Clg: 0 CFM 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 9 CFM Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Calculation (lode. Ntg. & clg, . Occurrences: 1 ; Room Length: 149.9 ft. System Number: 1 4.5 Room Width: 1.0 ft, Zone Number: 1 45.8 Area: 150.0 sq.ft. Supply Air: 88 C FM Ceiling Height: 9A ft. Supply Air Charges: 3.9 AC/hr Volume: 1,362.0 cu:ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM 0.026 _. 1.8 269 ., w�1.4 ._ Percent of Supply.,. 0 179 ' Subtotals for Structure . Actual Summer Vent.: 0 GFI 0 lnfil.. Win.: 12.4, Sum.. 12.4 Percent of Supply: 0 % 766 0.664 -268 Actual Winter lnfil.: 12 GFM Actual Summer lnfil.: 12 CFM NW- Wall -1 F-Os r 11,8 X'9.1 87.4 0.065 4.5 892 0.7 0 64` NF- Wall- 12F -Osw 12.7 X 9.1 95 0.065 4.5 426 03 0 70 Sly- Wall- 12F -Osw 5 X 9,1 45.8 0.065 4.5 205 0.7 0 34 ;1 NW -GIs- Atrium shgc -0.83 O %S 20 0.310 21.4 428 25.6 0 511 NF- GIs - Atrium shgc -0.33 O %S 20 0,310 21.4 428 25.6 0 511 j UP -Cel _1_6 149.9 X 1 149.9 0.026 _. 1.8 269 ., w�1.4 ._ _ 1.2 0 179 ' Subtotals for Structure . 0 lnfil.. Win.: 12.4, Sum.. 12.4 268 2.856 766 0.664 -268 178 AF10 Excursion, 196 People 200 latlaerp 230 sen /per m. 1 200 230 Roam Totals. 2,914 -68 1,973 Y:t .,, \Plan 5062.r v Tuesday, February 18 2014, 3:19 PM �Fl c1 g. 51.9 0.026 8 3 1 .�_ _m.�. _..� ..�.e w ._.__..� Occurrences: 1 Subtotals for structure: 9.2 ft. System Number: 1 0 0 0 0 57 ft. Zone Number. 1 52.0 sq.ft. Supply Air: 8 CFM .1 ft. Supply Air Changes: 0.4 AC/hr 472.0 cu.ft. Fie. Vent. C lg: 0 CFM 1 ; Actual Winter Vent.: 0 CFM Percent of Supply.; 0 % Actual Summer Vent.. 0 CFM Percent of Supply; 0 % Actual Winter Infl.: 0 C FM Actual Summer Infil.: 0 CFM lP- Nei - 1613 -8 8 51:9 X 1 51.9 0.026 8 3 1 .�_ _m.�. _..� ..�.e w ._.__..� _.... _ ._._rv�._�,.w..' Subtotals for structure: 0 62 Infdl.. Win.. 0.0, Sum.. 0.0 0 0 0 0 0 0 AED Excursion. 7 Room Totals: 98 0 69 Y;l ..APlan 5062.rbv Tuesday, February 18, 2014, 8.19 PM Room length: 60.4 ft; System Number: 1 0 Room Width: 1.0 ft. Zone plumber: 1 25.6 Area. 60.0 sq.ft. Supply Air: 19 CI M Ceiling Height: 9.1 ft Supply Air Changes: 2.1 AC /hr Volume: 540.0 cuff. Req.. Vent. CiO: 0 CM Number of Registers: 1 0.661 Actual Winter Vent.: 0 CPM Percent of Supply.: 0 % I Room Totals: Actual Summer Vent.: 0 CPM 430 Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 Cf=M NW- Wall -12 -Osw 9.2 X 9.1 75.3 0.055 4.5 030 OJ 0 55,_ NW- 3ls- Atrium ah c -0.33 O °l S 8 0.310 21.4 171 25.6 0 205 € P -C il- 1313 -38 60.4 X 1 ` 00.4 0.026 1,8 108 12 0 72 Subtotals for Structure: 617 0 :332 Infil.: Win.: 3. 8, Sum.: 3.8 83 2.858 236 0.661 -83 55 AE 'Excursion 4 I Room Totals: 855 -83 430 Y:t ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Htg. & clq:; 86 Occurrences:� 386 0.7 179,3 ft. System Number: 20 6,310 21.4 1.0 ft. Zone Number: � UP -Cell- 1613- 8 173.3 X 1 179.0 sq.ft. ' Supply Air: 54 CFM 9,1 .;;ft. Supply Air Changes: 2,0 AC /hr 1,628.0 cu.ft, Req. Vent. Clq: 0 CFI 1 303 Actual Winter Vent.: 0 CF 1 AED Excursion: Percent of Supply.: 0 % 120 Actual Summer Vent.: 9 CFI .., _ ..__. Percent of Supply: 0 °lam Actual Winter Infil.: 5 CFt 1,268 Actual Summer Infil.: 5 CFI W-Wal1- 12F -6s 11.7 X 9.1 86 0.865 4.5 386 0.7 9 63 NW -Cats- Atrium shgc -0.33 O IBS 20 6,310 21.4 428 25.6 0 511 UP -Cell- 1613- 8 173.3 X 1 179.3 0.026 1.8 322 1.2 0 214 Subtotals for Structure. 1,136 0 788 Infil.: Win.: 4.9, Sum.. 4.9 106 2.859 303 0.661 -106 70 AED Excursion: 120 People 290 lat/per, 230 sen/ per , 1 _... _w . ...... _ .., _ ..__. 200 w aM 2301 Room Totals: 1,439 94 1,268 Y.\. ,\Plan 5962 -.rhv Tuesday, February 18, 2014, 3:19 PM clg. 92.1 Occurrences: 1 0.7 7.5 ft. System Number: 1 0.357 24.E 12.5 ft:: Zone Number: 1 94.0 sq.ft. Supply Air: 29 Cf .1 ft.: supply Air Changes: 2.0 AC/hr 852.0 cu.ft. Req. Vent, Clg: 0 CFM 1 1,107 Actual Winter Vent.: 0 GPM Infil.: Win.: 5.2, Sum... 5.2 114 Percent of Supply.:. 0 % -113 75 Actual Summer Vent.: 0 CFI Percent of Supply: 0 % Actual Winter Infil.: 5 C M 470 Actual Summer Infil.: 5 CP N - Wall -12 ` -Osw 12.5 X 9.1 92.1 O 5 4 413 0.7 0 50; NE -Door -Rear Entry Door 2.7 X 21.4 0.357 24.E 525 7.9 0 158 UP -Cell- 1513-38 93.8 X 1 93.8 0.026 1.8 155 1.2 0 112 Subtotals for Structure. 1,107 0 343 Infil.: Win.: 5.2, Sum... 5.2 114 2.355 324 0.551 -113 75 AED Excursion. 47 Room Totals 1,431 -113 470 Y:\ .;: \Plan5052.rhv Tuesday, February 18, 2014, 3:19 PM c10. M .. _ 44A 0.026 .� 1_ .. .._v 1 _ .._ Occurrences: 1 Subtotals for Structure: 8 .3 ft. System lumber: 1 0 0 0 0 6.3 ft. Zone Number: 1 44.0 s0.ft. Supply Air: 3 CFM .1 "ft. Supply Air Changes: 0.4 AC hr 403.0 eu.ft. Req. Vora. CI g: 0 CFM 1 Actual Winter Vent.: >0 CFM Percent of Supply.. 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 0 CFM Actual Summer lnfil.: 0 CFM UP Geld - 165 44.4 X 1 _ M .. _ 44A 0.026 .� 1_ .. .._v 1 _ .._ � m Subtotals for Structure: 80 0 53 lnfil.: Win.: 0.0, Sure.: 0.0 0 0 0 0 0 0 AED Excursion: Room Totals: 80 0 69 V :\ ... \flan 606:rhv Tuesday, February 18, 2014, 3:19 PM low Jill Calculation Mode: Htg, & ctg. 0.065 Occurrences: 1 0.7 Room Length: 195.8 ft. System Number: °I 4,5 Room Width: 1.0 ft. done Number: 1 20 Area: 196.0 sq.ft. Supply Air: 70 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.4 AC /hr Volume: 1,778.0 cu.ft. Req. Vent. Clg; 0 CFM Number of Registers; 2 0 Actual Winter Vent..: 0 CFM 2.856 726 Percent of Supply.: 0 °lam AED Excursion, Actual Summer Vent.: 0 CFM 156 eof l 'C}CI flp r, t7 Jpta : _ Percent of Supply: 0 % 200 Actual Winter Infil.: 12 CFM 2,556 Actual Summer Infil,: 12 CFM NF- Wall- 12F -Osw 16.5 X 9.1 149.8 0.065 4.5 672 0.7 0 110 SF- Wall - 1217-0sw 11.5 X 9. 1 84.4 0.065 4,5 379 0.7 0 52 SF -CPIs- Atrium hgc -0.33 O %S 20 0.310 21.4 428 30.3 0 615 UP -Cei1- 1613- 38195.3 X 1 195.8 0.026 1.8 351 1.2 0 234 Subtotals for Structure. 1,330 0 1,021 Infil.. Win.. 11.7, Sum.. 111 254 2.856 726 0.661 -254 168 AED Excursion, 156 eof l 'C}CI flp r, t7 Jpta : _ 1 200 . 230 Room Totals. 2,556 -54 1,575 ' :\ .,. \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Calculation Mode: Htg. & c1g. U Occurrences: I 92.9 0.026 1.8 167 1.2 Room Length: 7.3 ft. System Number: I 160 Room Width: 121 ft. Zone Number: I Area: 93.0 sq.ft, Supply Air: 13 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.9 AC/hr Volume: 844.0 cuft. Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 3 CFM SE-Wall- I 2F-Osw 7.3 X 9.1 66.6 0.065 4.5 299 0.1 U 4v UP- Cell- 1613 -36 92.9 X 1 92.9 0.026 1.8 167 1.2 0 Subtotals for Structure: 466 0 160 Infil.: Win.: 3.1, Sum.: 3.1 67 2.855 190 0.661 -67 44 AF( Excursion: 22 Room Totals: 656 -67 226 Y:\..,\Plan 5062.rhv Tuesday, February 18, 2014 3:19 PM Room Length: 291.2 ft. System Number: 1 0 Room Width: 1.0 ft; Zone dumber. 1 30.8 Area 291.0 sq.ft. Supply Air. 49 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.1 AC/hr Volume: 2,645.0 cu.ft. Req. Vent. Clgx 4 CFM Number of Registers: 2 0.661 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Room Totals: ..._...._. Actual Summer Vent.: 0 CFM 1,142 Percent of Supply: 0 °lam Actual Winter nfil.: 5 CFM Actual Summer Infil.. 5 CFM SF- CIs- Atrium 'shgc -0.33 4 °IBS 8 0.310 21.4 171 30.8 0 246 SF -t ls- Atriurn hgc -0,33 O%S 8 0.310 21.4 171 30.8 8 246 UP -Ceil- 1613 -38 291.2 X 1 291.2 0.026 13 522 1.2 0 348 Subtotals for Structure. 1,322 0 915 Infil.: Win.. 5.4, Sum.. 5.4 118 2.866 337 0.661 -118 78 AD Excursion: 109 Room Totals: ..._...._. 1,659 -118 1,142 Y1 ... \Plan 506.rhv Tuesday, February 18, 2414, 3:19 P y\.. &R 5062.rhv Tuesday, February 18, 20 ;3)7 /# y .. .± y. «. �© ©�- .... . . ..... ....». . ..... . . .. ..... .. . < »�� «tom« f�: ?4f� *� «�zat° »■ © ©: <� »\ d<■ a © ftf 2t» ?! ■ 222 «�&�«w \« :<» ■ <«» ... . «: # ■ \ : </. \ /1338 1* 2 X 1 19 m ! ? :9 # °: Subto < ! I i W «: 1 22 » ■,. 91 ■ << :1 *: ■ Excur Room To 269 »: °! y\.. &R 5062.rhv Tuesday, February 18, 20 ;3)7 /# y Calculation Mode: Htg. & c1g. 0.065 Occurrences: I 0.7 Room Length: 306.4 ft, System Number: I 4.5 Room Width: 1.0 ft. Zone Number: I 108.4 Area: 306.0 sq.ft. Supply Air: 166 CFM Ceiling Height: 9.1 ft, Supply Air Changes: 3.6 AC/hr Volume: 2,783.0 cu.ft. Req. Vent, Gig: 0 CFM Number of Registers: 3 0 Actual Winter Vent.: 0 rCFM 0.310 21.4 321 Percent of Supply.: 0 % SW-GIs-Atrium shgc-0.33 O%S 25 6.310 Actual Summer Vent.: 0 CFM 0 768 UP-Ceil-1613438 306.4 X 1 Percent of Supply: 0 % 550 1.2 0 Actual Winter Infil.: 19 CFM 3,717 Actual Summer Infil.: 19 CFM NW-Wall-12F-Osw 14.3 X 9.1 109.8 0.065 4.5 492 0.7 0 81 Sin -f all-12F-Osw 14.3 X 9,1 130.1 0.065 4.5 584 03 0 96 SW-Wall-12F-Osw 18 X 9A 108.4 0.065 4. 5 486 0.7 0 80 NW -t ls-Atrium shpt -8.3;3 O%S 20 0.310 21.4 428 25.6 0 511 SW-Gis-Atrium shgc-0.33 O 15 0.310 21.4 321 303 0 461 SW-Gis-Atrium shgc-0.33 O%S 15 0.310 21.4 321 303 0 461 SW-GIs-Atrium shgc-0.33 O%S 25 6.310 21.4 535 301 0 768 UP-Ceil-1613438 306.4 X 1 306.4 0,026 1.8 550 1.2 0 366 ---------- ---, Subtotals for Structure: 3,717 0 2,824 Infil.: Win.: 19.5, Sum.: 19.5 423 2.856 1,209 0,661 -423 280 AED Excursion: 368 1 W. 200 230 Room Totals: 4,926 -223 3,702 Y.\...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM IR im Htrg. & clq. 92 0 Occurrences: 41 Z NW-GIs-Atrium shpt -0.33 t3 %S 2 12.3 <ft. System Number: 1 172 7 { 14.0 ft. Zone Number: 1 173.03 sq.ft. Supply Air: 43 CFM .1 ft. Supply Air Changes: 1.6 AC/hr 1,568.0 cu.ft. Req. Vent. Clg: 0 CFM 1 Actual Winter Vent.. 0 CM Percent of Supply.: 9 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 5 CFM Actual Summer fnfil.: 5 CFM NW- Wall- 12F -Osw 12.3 X 9.1 9 92 0 0.065 4,5 4 41 Z NW-GIs-Atrium shpt -0.33 t3 %S 2 203 0 0.310 21.4 4 428 t ,.11 ' Ce €l 161 38 1723 X 1 1 172 7 { {} 0 ., _._... w.w.. . ., 310. Subtotals for Structure: G 1,150 lnf�l.: Win.: 5.2 Surn.: 5.2 1 112 2 2:858 3 320 AEC Excursion: uY; v 00 25.6 6 511 1 _ _.... � 2 07 9 � 786 13.661 -112 74 95 112 955 Y.\ ... \plan 5962.rhv Tuesday, February 18, 2914, 3:19 PM Y.\ ... \plan 5962.rhv Tuesday, February 18, 2914, 3:19 PM Room Length: 4843 ft. System Number: 1 0 Room Width: 1.0 ft. Zone plumber: 1 30.7 " Area: 484.0 sq.ft, Supply Air: 227 CFM Ceiling Height: 9A ft. Supply Air Changes: 3.1 AC/hr Volume: 4,399.0 cu.ft. Rest. Vent. Clg: 0 CFM Number of Registers: 2 0.664 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Room Totals: Percent of Supply: 0 °l -275 5,067 Actual Winter lnfil.: 13 CFM Actual Summer Infil.: 13 CFM SW- Wall- 12F -0sw 14.0 X 9.1 54.8 0.088 4.5 246 0.7 0 40 SW- GIs - Atrium hge -0.33 O %S 8 0 0,310 21.4 1,711 30.7 " 0 2,489 . UP- il- 1613 - 8 484.3 X 1 484.3 0.026 1,8 869 12 0 879 Subtotals for Structure. 3,487 0 3,181 Infil.: Win.: 12.7, Sum.: 12.7 276 2.886 787 0.664 -275 183 A D Excursion: 603 Room Totals: 4,244 -275 5,067 Y :0 ... \Plait 5062.rhv Tuesday, February 18 2014, 3:19 PM Calculation lade: Ht g. & clg. Occurrences: Room Length: 14.3 'ft. System Number: 1 Room Width: 17.2 ft. Zone Number: 1 Area: 246.0 aq.ft. ; Supply Air: , 129 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.5 AC /hr Volume:. 2,235.6 ' u.ft. Req. Vent. Gig: 0 CFM Number of Registers: 2 Actual Winter "Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.:. 0 CFM Percent of Supply: 0 Flo Actual Winter Infil.: 19 CF Actual Summer Infil.: 19 CFM Y:\ ... \Plan 5062.rhv Tuesday, February 13, 2014; 3:19 PM o ! • ♦.• '4 IN w Subtotals o 3 ,153 0 • B •. i AA 2. • • 0,663 •: • 4. ... 287 jy Room Totals: 4,342 -216 2,893 Y:\ ... \Plan 5062.rhv Tuesday, February 13, 2014; 3:19 PM Room Length: 1,663.8 ft. System Number: I 0.1 Room Width: 1.0 ft. Zone Number: I Area: 1,664.0 sq.ft. Supply Air: 211 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.7 AC/hr Volume: 16,915.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 3 SE-Wall-Basement R11 -9 5 X Actual Winter Vent.: 0 CFM 186 OA 0 Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM NE-Wall-Basement R11 -9 83 X 84.7 0.051 Percent of Supply: 0 % 0 5 10.2 Actual Winter Infil.: 10 CFM Actual Summer Infil.. 10 CFM NW-Wall-Basement R11 -9 127 128.9 0.051 3.7 472 0.1 0 8 X 10.2 NF- Wall - Basement R11 -912.5 127A 0.051 3.7 465 0.1 0 8 X 10.2 SE-Wall-Basement R11 -9 5 X 50.8 0.051 3.7 186 OA 0 3 10.2 NE-Wall-Basement R11 -9 83 X 84.7 0.051 3.7 310 0.1 0 5 10.2 SE-Wall-Basement R11 -920 X 203.4 0.051 3.7 744 OA 0 12 10.2 NE-Wall-Basement R11 -9 29 X 294.9 0.051 3.7 1,079 OA 0 18 10.2 SE-Wall-Basement R11- 49.8 474.8 0.051 3.6 1,705 0.0 0 14 X 10,2 SW-Wall-Basement R11 -9 18 X 167.1 0.051 3.6 595 0.0 0 3 10.2 NW-Wal kBasement R11 -9 143 145.7 0.051 3.7 533 0.1 0 9 X 10.2 SW-Wall-Basement R11 -9 14.8 150.8 0.051 3.7 552 OA 0 9 X 10.2 SE-Gls-Atrium hg -0.33 O%S 16 0.310 21.4 342 30.8 0 492 SE-Gis-Atrium shgc-0.33 O%S 16 0.310 21.4 342 30.8 0 492 SW -CPIs -Atrium shgc-0.33 O%S 16 0.310 21 A 342 30.8 0 492 Floor-21A-32 I X 1663,8 1663.8 0,020 1.4 2,296 0.0 0 0 Subtotals for Structure: 9,963 0 1,565 Infil.: Win.: 10.4, Sum.: 10.4 225 2.856 643 0.662 -225 149 AF[) Excursion: 189 Room Totals: 10,606 -225 1,903 Y:\ .,\Plan 5062.rhv Tuesday, February 18, 2014, 3.19 PM . & clg. 133.2 Occurrences: 1 U-U 14.7 ft. System lumber: 1 13.3 ft. Zone Number: 1 NW-Cris-Atrium shgc -0.33 O %S 196.0 sq.ft. Supply Air: 22 CFM 10.2 ft. Supply Air Changes: 03 AC /hr 1,933.0 cu.ft. Req. Vent. Clg: 0 CFM 1 1,049 Actual Winter Vent.: 0 CFM lnfil.. Win.: 0.8, Sum.. 0.8 18 Percent of Supply.: 0 % -18 12 Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnffl.: 1 CFM 469 Actual Summer lnfil.: 1 CFI NW-Wall-I 5131 5-Ow-9 14.7 ? 133.2 0.047 3.3 4 37 U-U a I 10.2 NW-Cris-Atrium shgc -0.33 O %S 16 0.310 21.4 342 25.6 0 409 Floor-21A-32 1 X 195.6 195.6 0.020 1.4 270 0 0 __.. ? __. 0 Subtotals for Structure: 1,049 0 410 lnfil.. Win.: 0.8, Sum.. 0.8 18 2.849 51 0.670 -18 12 AFD Excursion. Room Totals. 1,100 -18 469 Y;\ ... \f lan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 5.3 ft; System Number: 1 Subtotals for Structure: 9.7 fit; < Zone Number: Infil.: Win.: 0.3, Sum.: 0.3 7 2.921 19 0.615 52.0 sq.ft. Supply Air: 6 CFM 102 ft. Supply Air Changes: 0.6 AC/hr ; 524.0 cu.ft. Req. Vent. CIq: 0 CFM 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 °ice Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Floo A _2 1 X 51,6 51 6 01.020 1.4 71 0t 0 6 �_._.. .�.m.__.. 0 Subtotals for Structure: 255 Infil.: Win.: 0.3, Sum.: 0.3 7 2.921 19 0.615 -7 4 AFD Excursion: 1 Room Totals: 254 7 9 Y:O ::.OPlan 50162.rhv Tuesday, February 18, 2014, 3 :19 PM Calculation Mode: Htg. & clg. Occurrences: Room Length: 839,1 ft. System Number; Room Width: 1.0 ft. ;done Number: Area: 839.0 sq.ft. Supply Air: Ceiling Height: 10.2 ft. Supply Air Changes: Volume: 8,530.01 cu.ft. Reel. !tent. Clg. Number of Registers: 2 ' Actual Winter Vent.: % 4 Percent of Supply.: SE- Wall - 151315 -Ow- 814.4:10 4 CFM Actual Summer Vent.; 523 0.1 0 Percent of Supply. 10.2 Actual Winter lnfil.: Actual Summer Infil.; Y:0 ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 1 91 CFM 0.6 AC/hr 412.9 0 CFM 1,430 0 CFM 0 0 % 10.2 0 CFM 0 % 4 CM SE- Wall - 151315 -Ow- 814.4:10 4 CFM 3..6 Y:0 ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM NW- Wall - 151315 -Ow -9 412.9 0.04? . 1,430 0.0 0 1 10.2 SE- Wall - 151315 -Ow- 814.4:10 146 0.047 3..6 523 0.1 0 10 10.2 SW -Wall- 151315-Ow -917 X 10.2 155.0 0.047 3.3 522 0.0 0 3 NW- Gis- Atrium 0,330 % 16 0.310 21.4 342 25:6 0 400 ,shgc- -Gls- Atrium shgc -0.33 0%S 16 0.310 21.4 342 30.8 0 492 Floor-21A-32 1 X 839.1 _... .._......_.._ 839.1 .a 0.020 .:1._. Subtotals for Structure. 4,326 0 935 lnfil., Win.. 4.1, Sum.. 4.1 90 2 »853 256 0.657 -90 59 AFC3 Excursion: 110 Room Totals. 4,582 -90 1,104 Y:0 ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Coaling System Type: Standard Air Conditioner Outdoor Model: CAI3NA036 - * * *( S) Indoor Model: CNPV *4221AL* +TDR Tradenarne. 13 SEER PURCN AC Outdoor !Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 6395468 Nominal Capacity: 33000 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace !Model: 59SC2R989S21 - -2 Tradenarne: Carrier !Manufacturer: CARRIER CORPORATION Description. Natural Gas or Propane Furnace Capacity: 75990 Efficiency: 92,1 AFU z :\ ... \Plan 5062.rhv Tuesday, February 18, 2914, 3.19 PM ! .. N ar ii• a d' I l"1 ffUl:II. IG1L.itt '°.r,?::II.QQ, U`Valut:...V.01, Q17 %a V..JQ -tot - 7p0-t/ V Ir_ 1 ,04U Rear; Entry Door; D oor-R-2.8 21.4 526 0 168 1 R6.2 Boor; Door-U=. 161 24 267 0 85 85. 15B15-Ow -9: Wall - 903.2 3,115 0 39 39 Basement R11 -9: Wall-Basement, Custom, R -11 1828.3 6,641 0 89 89 Basement wall 12F -Osw. Wall - Frame, R -21 insulation in 2 x 6 stud cavity, 2140.9 9,604 0 1,574 1,574 no board insulation, siding finish, wood studs 16B -38, Roof /Ceiling -Under Attic with Insulation on Attic 2757.5 4,947 0 3,295 3,295 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Bark Asphalt } Shingles or Dark fetal, Tar and Gravel or Membrane -38 insulation 21A-32: door - Basement, Concrete slab, any thickness, 2 2749.9 3,795 0 0 0 or more feet below grade, no insulation below floor, any floor cover, side of floor slab is 32' wide _ µ M ._.« µW Subtotals for structure. 38,242 17,895 17,895 People: 5 1,699 1,150 2,150 Equipment. 0 1,209 1,200 Lighting: 0 0 0 tuctwork. 0 0 0 0 Infiltration. Winter CFI. 132, Summer CFI. 132 8,188 - 2,865 1,897 -968 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 Humidification (Winter) 4.90 gal/day: 1,797 0, 0 0 AED Excursion: 0 0 2,441 m. 2,441 w Total Building Load Totals. 48,2:27 -1,865 24,583 22,718 Total Building Supply CFM: 1,100 CFM Per Square ft.; 0.200 Square ft. of Room Area: 5,507 Square ft. Per Ton: 2,909 Volume (ft3) of Cond. Space. 53,005 Y:\ ... \Plan 5O62.rhv Tuesday, February 18, 2014, 3:19 Ply .. I llpi , .. �` • dl �' : • • . • 1 i Runout 0.0003 12.9 369 0.000 Up: RT -130 75 14 0.017 0.029 Rect 0.6 10 169.4 0.029 Prese 359 2.4 -0.008 0.029 - -.Duct Name: RT-170, Feeds From: Unf basement, ' Effective Length: 5.7 0.0003 Runout Trunk 0.0003 9.8 421 0.002 Up: RT -150 75 8 0.031 0.000 Rect 51 10 0.0 0.002 Prese 234 17 -0.036 0.027 -- -Duct Name: RT -180, Feeds From: Unf basement, Effective Length: 6.7 Trunk 0.0003 9.8 421 0.002 Up: f T -170 75 0 0.031 1 0,000 Rect 67 10 0.0 0.002 Presize 234 20 -0.034 0.025 - -.Dint Name: Low, Return From: Rea Room, Fittings: 6 -D, 6 -G, 8 -A2, Effe Length:, 00.7 0.0003 Runout 0.0003 12.9 346 0.000 Up: RT -160 75 14 0.015 0.031 Rect 0.5 10 200.2 0.031 Presie 336 2 0.000 0.031 Runout 0.0003 7 292 0.000 Up: RT -180 75 5.4 0.022 0.008 Rnd 0.3 73 37.6 0.008 Presie 78 0.6 -0.026 0.008 -- -Du Name: RT -190, feeds From: Unt basement, Effective Length: 1.5 Trunk. 0.0003 9.8 281 0.000 Up: #T -180 75 8 0.015 0.000 Rect` 1.5 10 0.0 0.000 Presie 156 4. -0.033 0.025 -- -Duct Name: M s tr High, Returns From: Master RR, Fittings: 6-C, 6-G, 12-S, Effective Length: 50.9 Runout 8.0003 7 292 0.090 Up: RT -190 75 5.4 0.022 0.011 Rnd 0.3 7.7 50.5 0.011 Presi e 78 0.6 -0.023 0.011 --Duct ct Name: RT -200, Feeds From: Dnf basement Effective Length: 1.0 Trunk. 0.0003 9.8 140 0.000 Up: tT -190 75 8 0.004 0.000 Rest 1.0 10 0.0 0.000 Press e 78 3 -0.033 0.025 Y:! ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 Pty Y:\ a.. \Plan 5062,rhv Tuesday, February 13, 2014, 3:19 PM x 1 1i � ���.. apt ♦ ♦. e. � �� • { s Y:\ a.. \Plan 5062,rhv Tuesday, February 13, 2014, 3:19 PM n L u e Data - Du stern I . � nt Smallest trunk diameter: 6.7 ST-130 Smallest runout diameter. 3 SR -130 Supply fan external static pressure: 0,300 Supply fan device pressure lasses: 6.366 Supply fan Static pressure available: 0.500 Runout maximum cumulative static pressure lass: 0.475 SR -370 Return loss added to supply. 0.113 Total effective length of return ( ft.): 472.7 Low Total effective length of Supply { ft.): 263.0 SR -370 Overall total effective length ( ft.). 741.7 Low to R -370 Design overall friction rate per 100 ft.; 0.067 (Available SP x 100 I TEL) i System duct surface area (No Scenario): 1270.1 Total system duct surface area' 1270.1 Y:\...\Plan 5062.rhv Tuesday, February 1, 2014, 3:13 Ply ---Duct Name: ST-380, Feeds Into: Unf basement, Effective Length: 1.7 Runout Trunk 0.0003 9.8 223 0.000 Up: ST-330 55 8 0.010 0.000 Rect 1.7 10 0.0 0.000 Presize 124 5 0.350 0.450 _._p Name: SR-380, Supplies: Unf basement, Fittings: 2-1,4-AD, Effective Length: 60.6 Runout 0,0003 6 357 0.004 Up: ST -140 128 4.7 0.035 0.017 Rnd 11.7 6.6 48,9 0.021 Presize 70 18.3 0,329 0.471 --- Duct Name: ST-390, Feeds Into: Unf basement, Effective Length: 1.8 Runout Trunk 0.0003 12.9 113 0.000 Up: ST -140 55 14 0.002 0.000 Rect 1.8 10 0.0 0.000 Presize 110 7.3 0.350 0.450 --- Duct Name: SR-390, Supplies: Unf basement, Fittings: 2-1,4-AD, Effective Length: 67.1 Runout 0.0003 6 357 0.005 Up: ST-320 128 4.7 0.035 0.018 Rnd 14.5 6.6 52.6 0.023 Presize 70 22,8 ... .... ... . ... . ....... . 0.330 0.470 --- Duct Name- ST-400, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 15.2 261 0.000 Up: ST-320 55 20 0.008 0.000 Rect 1.8 10 0.0 0,000 Presize 362 9.2 0,354 0.446 Report Units: Pressure: in, g, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit, The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. WMIT"Wim PUMP • Main trunk airflow: Largest trunk diameter: 941 M•* 18.6 SMT-100 8 SR-2•0 YA .. \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -- -Duct Name: ST-340, Feeds Into: Unf basement, Effective Length: 0.8 Runout 0.0003 Trunk 0.0003 15.2 267 0.000 Up: ST-150 55 20 0.008 OMO Rect 0.8 10 0.0 0.000 Presize 371 4.2 0.351 ---------- 0.449 -- -Duct Name: SR-340, Supplies: Rec Room, Fittings: 2-1,4-AD, Effective Length: 85.3 Runout Runout 0.0003 7 172 0.003 Up: ST-260 128 5.4 0.008 0M4 Rnd 31.7 7.7 517 0.007 Presize 46 58 0.347 0A53 -- -Duct Name: ST-350, Feeds Into: Unf basement, Effective Length: 6' 3 Runout 0.0003 Trunk 0.0003 15.2 433 0.001 Up: ST-260 55 20 0.020 0.000 Rect 63 10 0.0 OMI Presize 602 31.7 0.352 0,445 -- -Duct Name: 5R-350, Supplies: Bath 4, Fittings: 2-1,4-AD, Effective Length: 28.5 36.5 Runout 0.0003 3 122 0.001 Up: ST-250 128 2.4 0.013 0.002 Rnd 11.2 3.3 17.3 0M4 Presize 6 8.8 0.348 0A52 ---Duct Name: 5T-360, Feeds Into- Unf basement, Effective Length: 3.3 Runout 0.0003 Trunk 0.0003 12,9 256 0.000 Up: ST-250 55 14 0M9 0.000 Rect 3.3 10 0.0 0,000 Presize 249 13.3 0.352 0.448 -- -Duct Name: SR-360, Supplies: BR 4, Fittings: 2-1,4-AD, Effective Length: 55.7 0.325 Runout 0.0003 6 112 0.001 Up: ST-240 128 4.7 0.005 0.002 Rnd 19.2 6.6 36.5 0M3 Presize 22 30.1 0.349 0.451 -- -Duct Name: 5T-370, Feeds Into: Lint basement, Effective Length:1 6 Trunk 0.0003 12.9 190 0.000 Up: ST-240 128 14 0.005 0.000 Rect 1.5 10 0.0 0.000 Presize 185 6 0.351 0.449 --Duct Name: SR-370, Supplies: Unf basement, Fiffings: 2-1, 4-AD, Effective Length: 72.4 Runout 0.0003 6 357 0M6 Up: ST-330 128 4.7 0.035 0.019 Rnd 162 6.6 56.2 0.025 Presize 70 25.4 0.325 0.475 YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -Duct Name: ST -300, Feeds Into; Unf basement, Effective Length. 3.2 Runout 0.0003 7 Trunk 0.0003 152 220 0.000 Up: ST-340 55 20 0.006 0.000 Rect 3,2 10 0.0 0.000 Presize 306 15.8 0,350 ------ 0.450 ------ --Duct Name: SR-300, Supplies: Laundry, Fittings: 2-1,4-G, Effective Length: 36.7 14.7 Runout 0.0003 4 332 0,003 Up: ST-200 128 3.1 0,051 0.016 Rnd 5.8 4.4 30.8 6.619 Presize 29 6.1 0.334 0.466 -- -Duct Name: ST-31 0, Feeds Into: Unf basement, Effective Length: 7.2 Trunk 0.0003 12.9 279 0.001 Up: ST-200 55 14 0.011 0.000 Rect 7.2 10 0.0 0M1 Presize --------- - - 271 28.7 - --- -- . .... . - 0.352 0.448 --Duct Name: SR•310, Supplies: Bath 2, Fitting: 4-G, Effective Length: 10.2 Runout 0,0003 3 61 OMO Up: ST-170 55 2.4 0.005 0.000 Rnd 3.7 3.3 6.5 OMO Presize 3 2.9 0.353 0.447 -- -Duct Name: ST-320, Feeds Into: lint basement, Effective Length: 1.3 Runout 0.0003 7 Trunk 0.0003 15.2 297 0.000 Up: ST-170 128 20 0M9 0.000 Rect 1.3 10 0.0 0.000 Presize 412 6.7 0.354 0.446 --Duct Name: SR-320, Supplies: PDR, Fittings: 2-1, 4-G, Effective Length: 21.2 0.458 Runout 0.0003 3 61 0.000 Up: ST-230 55 2.4 0.005 0.001 Rnd 6.5 3.3 14.7 0,001 Presize 3 5.1 0.350 0.450 - -Duct Name: ST-330, Feeds Into: Unf basement, Effective Length: 5.8 Trunk 0.0003 9,8 299 0.001 Up: ST-230 128 8 0.015 0.000 Rect 5.8 10 0.0 0.001 Presize 166 17.5 0.350 0.450 -- -Duct Name: SR-330, Supplies: Rec Room, Fittings: 2-1, 4-AD, 8-A2, 8-A2, Effective Length: 109.5 Runout 0.0003 7 172 0.003 Up: ST -150 128 5.4 0.008 0.005 Rnd 41.0 7.7 69.5 0.009 Presize 46 75.1 0.342 0.458 YA..APJan 5062.rhv Tuesday, February 1 8, 2014, 3:19 PM M I � ''pill1l;1:11 1 1 =71 _ - - Duct Name: ST-260, Feeds Into: Unf basement, Effective Length: 3.5 Trunk 0,0003 M2 451 0.001 Up: ST-120 55 20 0,022 0.000 Rect 3.5 10 0.0 0,001 Presize _ _ --- - 627 ---------- 17�5 ------ 0,353 OA47 -_ Duct Name: SR-260, Supplies: Kitchen/Nook, Fittings: 2-1,4-H, Effective Length: 60.6 Runout 0.0003 8 324 0.002 Up: ST-300 55 6.2 0,022 0.012 Rnd 7.7 8.7 52.9 0.014 Press 1 16A 0.337 0A63 -__ Duct Name: ST-270, Feeds Into: Unf basement, Effective Length: 6.8 Trunk 0.0003 12,9 199 0.000 Up: ST-300 55 14 0.006 0.000 Rect 6.8 10 0.0 0.000 Presize 193 27.3 0,350 0.450 --Duct Name: SR-270, Supplies: Kitchen/Nook, Fittings: 2-1,4-G, Effective Length: 94.1 Runout 0.0003 8 324 0.006 Up: ST-160 55 6.2 0.022 0.015 Rnd 27.3 8.7 66.7 0.021 Presize 113 57.2 0.330 0.470 -- - Duct Name: ST-280, Feeds Into: Unf basement, Effective Length: 4.8 Trunk 0.0003 15.2 334 0.001 Up: ST-160 55 20 0.013 0.000 Rect 4.8 10 0.0 0.001 Presize 464 24.2 0.351 0A49 _. - Duct Name: SR-280, Supplies: Great Room, Fittings: 2-1,4-G, 8-A2, 8-A2, Effective Length: 110.4 Runout 0.0003 7 243 0.006 Up: ST-280 55 5.4 0.016 0.012 Rnd 35.8 7.7 74.6 0.018 Presize 65 65,7 0.333 0.467 -- - Duct Name: ST-290, Feeds Into: Unf basement, Effective Length: 0.8 Trunk 0.0003 15.2 287 0.000 Up: ST-280 55 20 0.010 OMO Rect 0.8 10 0.0 0.000 Presize 399 .. ......... . ... .. . .... 4.2 ... ........ ­­_"_"___'­ . . ....... 0.351 0.449 -- - Duct Name: SR-290, Supplies: Great Room, Fittings: 2-1, 4-G, 8-A2, 8-A2, Effective Length: 113.1 Runout 0.0003 7 243 0.007 Up: ST-340 55 5.4 0.016 0.011 Rnd 45.8 7.7 67.3 0V8 Presize 65 84 0.332 0.468 YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM YA .., P 5062.rhr Tuesday, February 18, 2014, 3.19 P. �� . -- -Duct Name: ST -220, Feeds Into. lint basement, Effective Length: 1.0 Trunk 0.0003 9.8 79 0.000 Up. ST -210 0.002 0.000 Rect 1.0 10 0.0 0.000 Presize 44 3 0,350 0.450 -- -Duct Name: SR -220, Supplies: Bath 3, Fittings: 2-1, 4-G, Effective Length: 44.7 Runout 0.0003 4 213 0.005 Up: T -370 55 3.1 0,027 0.007 Rnd 19,5 4.4 25.2 0.012 Presize' 19 20.4 0.339 0,461 __Duct Name: ST -230, Feeds Into: Unf basement, Effective Length: 1.3 Trunk 0.0003 9.8 362 0.000 Up: ST -370 123 8 0.016 0.000 Rect 1.3 10 0.0 0.000 Presize 166 4 0.351 0.449 -- -Duct Name: SR -230, Supplies: Sly 3, Fittings: 2-1,4-G, Effective Length: 77.0 Runout 0.0003 7 202 0.002 Up: ST -360 55 5.4 0.012 0.007 Rnd 19.7 7.7 57.4 0,009 Presize 54 36 0.343 0.457 . -Duct Name: ST -240, Feeds Inter: Unf basement, Effective Length: 7.2 Trunk 0,0003 12.9 213 0,000 Up: ST -360 123 14 0.006 0.000 Rect 7.2 10 0.0 0.000 Presize 207 26,7 0351 0.449 - -Duct Name. SR -240, Supplies: Hall, Fittings: 2 -1, 4-G Effective Length: ;44.1 Runout 0.0003 161 0.001 Up: ST -310 55 3.9 0.012 0.005 Rnd 5.5 5.5 36.6 0.005 Presize 22 7.2 0347 0.453 -- -Duct Name: ST -250, Feeds Inter: Unf basement, Effective Length: 1.8 Trunk 0.0003 12.9 256 0.000 Up: ST -310 55 14 0.009 0.000 Rect 1.8 10 0.0 0.000 Presize 249 7.3 0.352 0.448 , -- -Duct Name: SR -250, Supplies: Dining, Fittings: 2 -1 4 -H, 8 -A2, 8-A2, Effective Length: 91.3 Runout 0.0003 7 161 0.003 Up: ST -120 55 5.4 0.008 0.004 Rnd 40.2 7.7 51.1 0.007 Presize 43 73.6 0.347 0.453 YA .., P 5062.rhr Tuesday, February 18, 2014, 3.19 P. -- - Duct Name: ST-180, Feeds Into: Unf basement, Effective Length: 2.0 Runout 0M03 a - Duct Svstem I - SuDDIv (cont"d) 235 0.000 -- - Duct Name: ST-180, Feeds Into: Unf basement, Effective Length: 2.0 Runout 0M03 Trunk 0.0003 152 235 0.000 Up: ST-190 55 20 0.007 OMO Rect 2.0 10 0.0 0.000 Presize 327 10 0.353 0.447 ---Duct Name: ST-190, Feeds Into: Unf basement, Effective Length: 0.7 Runout 0M03 Trunk 0.0003 15.2 235 0.000 Up: ST-400 55 20 0.007 0.000 Rect 0.7 10 0.0 OMO Presize 327 13 0.354 0.446 -- - Duct Name: ST-200, Feeds Into: Unf basement, Effective Length: 9.3 0.346 0,454 Trunk 0M03 15.2 210 0.001 Up: ST-180 55 20 0.006 0.000 Rect 9.3 10 0.0 0.001 Presize 292 46,7 9.353 0.447 ---Duct Name: SR-180, Supplies: BR 2, Fittings: 2-1,4-H, 8-A2,8-A2, Effective Length: 69.0 Runout 0M03 6 178 0M3 Up: ST-180 55 41 0.011 0.005 Rnd 23.2 6.6 45.9 0M8 Presize 35 36.4 0.346 0,454 -- - Duct Name: SR -1 Supplies: Study, Fittings: 2-1, 4•G, 8-A2, 8-A2, Effective Length: 72.6 Runout 0.0003 6 224 0.003 Up: ST-220 55 4.7 0.017 0.009 Rnd 18.3 6.6 54.2 0.012 Presize 44 28.8 0.337 0.463 --Duct Name: SR-200, Supplies: Study, Fittings: 2-1, 4-G, Effective Length: 67.9 Runout 0.0003 6 224 0.003 Up: ST-380 55 4.7 0.017 0.008 Rnd 19.5 6.6 48.4 0.011 Presize 44 30.6 0.338 0.462 -- - Duct Name: ST-210, Feeds Into: Unf basement, Effective Length: 1.2 Trunk 0.0003 9.8 144 0.000 Up: ST-380 55 8 0.005 OMO Rect 1.2 10 0.0 0.000 Presize 80 3.5 0.350 0.450 -- - Duct Name: SR-210, Supplies: Entry, Fittings: 2-1,44, Effective Length: 23.0 Runout 0M03 5 279 0.000 Up: ST -21O 128 3,9 0.028 0.007 Rnd 0.0 5.5 23.0 0.007 Presize 38 0 0.343 0.457 YA ... �Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -- -Duct Name: SR-130, Supplies Runout 0 Up: ST-290 Rnd Presize WC, Fittings: 2-1,4-G, Effective Length: 27.2 7003 3 102 0.001 128 2.4 0.010 0.001 11.8 13 15.3 0.003 5 9.3 0.348 0.452 -- -Duct Name: ST-150, Feeds Into: Unf basement, Effective Length: 1.5 Runout 0.0003 Trunk 0.0003 152 285 0.000 Up: ST-290 55 20 0 009 0.000 Rect 1.5 10 0.0 0.000 Presize 396 7.5 0.351 0.449 -- -Duct Name: SR-140, Supplies: Master Bath, Fittings: 2-1,4-H, Effective Length: 40.5 0.006 Runout 0.0003 5 183 0.002 Up: SMT-100 55 3.9 0.015 0.004 Rnd 15.0 5.5 25.5 0.006 Presize 25 19.6 0.348 0.452 -- -Duct Name: SR -150, Supplies: Master Bath, Fittings: 2-1, 4-H, Effective Length: 40.5 Runout 0.0003 5 183 0.002 Up ST-350 55 3.9 0.015 0.004 Rnd 15,0 5.5 25,5 0.006 Presize 25 19.6 0.346 0A54 -- -Duct Name: ST-160, Feeds Into: Unf basement, Effective Length: 3.3 Runout 0.0003 Trunk 0.0003 15.2 415 0.001 Up: ST-350 55 20 0.019 0.000 Rect 3.3 10 0.0 0.001 Presize 577 16.7 0.351 0.449 - --Duct Name: SR -160, Supplies: WIC, Fittings: 2-1, 4-G, Effective Length: 47.3 0.453 Runout 0.0003 4 149 0.002 Up: ST -110 128 V 0.013 0.004 Rnd 16.2 4.4 31.1 0.006 Presize 13 16.9 0.348 0.452 -- -Duct Name: ST-170, Feeds Into: Unf basement, Effective Length: 2.0 Trunk 0.0003 15.2 298 0.000 Up: ST -110 128 20 0.009 0.000 Rect 2.0 10 0.0 0.000 Presize 414 10 0.354 0A46 -- -Duct Name: SR -170, Supplies: SR 2, Fittings: 2-1, 4-G, Effective Length: 56.5 Runout 0.0003 6 178 0.002 Up: ST-400 55 4.7 0.011 0.005 Rnd 162 6.6 403 0.006 Presize 35 25.4 0.347 0.453 YA .. \Plan 5062.rhv Tuesday, February 18, 2014 3:19 PM Manual D Ductsize Data - Duct System I - Supply -- -Duct Name: SMT-100, Feeds Into: Unf basement, Fitting: 1-01, Effective Length: 147.6 0.0003 Trunk 0.0003 18.6 527 0.000 Up: Fan 55 25 0.022 0.033 Rect 0.8 12 146.7 0.333 Presize 1,098 5.1 0.354 0.446 - --Duct Name: STA 10, Feeds Into: Unf basement, Effective Length: 3.7 0.0003 Runout Trunk 0.0003 15.2 307 0.000 Up: SMT-100 128 20 0,010 0.000 Rect 17 10 0.0 0.000 Presize _1__1­1_­..1 .. ..... .... 427 113.3 0.354 0.446 -- -Duct Name: ST-120, Feeds Into: Unt basement, Effective Length: 2.5 0.0003 7 Trunk 0.0003 18.6 322 0.000 Up: SMT-100 55 25 0.009 0.000 Rect 2.5 12 0.0 0.000 Presize 670 15.4 0.354 0.448 -- -Duct Name: SR-100, Supplies: Master BR, Fittings: 2-1,4-H, Effective Length: 42.8 0.0003 Runout 0.0003 7 206 0.000 Up: ST -130 55 5.4 0.012 0.005 Rnd 27 7.7 402 0.005 Presize 55 . .. . 4.9 . .... . .. ....... ..... 0.345 0A55 Runout 0.0003 7 206 0.002 Up: ST-390 55 5.4 0.012 0.008 Rnd 14.2 7.7 64,6 0.009 Presize 55 26 0.340 0.460 --Duct Name: STA 30, Feeds Into: Unf basement, Effective Length: 0.8 Trunk 0.0003 6.7 198 0.000 Up: ST-390 55 4 0.014 0.000 Rect 0.8 10 0.0 0.000 Presize 55 1.9 0.350 0.450 -- -Duct Name: SR-120, Supplies: Master BR, Fittings: 2-1,4-G, Effective Length: 73.6 Runout 0.0003 7 206 0.002 Up: ST-270 55 5.4 0.012 0.007 Rnd 16.0 7,7 57.6 0.009 Presize 55 29.3 0.341 0,459 --- Duct Name: ST-140, Feeds Into: of basement, Effective Length: 4.8 Trunk 0.0003 12.9 142 0.000 Up: ST-270 55 14 0.003 0.000 Ret 4.8 10 0.0 0.000 Presize 138 19.3 0.350 0.450 YA .,APlan 5062,rhv Tuesday, February 1 8, 2014, 3:19 PM view Re ' MIKE IMNIONE Building 2.05 2.05 2,688 5,507 24,583 -1,865 24,583 48,227 92b I,IUU I,IUU 1, 00 25xI Hurnidification 1797 Zone 1 5,507 24,583 -1,865 58 24, 3 46,430 1,100 12XI5 83 9 1 49 91 77 4-Unf basement 1,664 1,903 -225 1,903 85 211 6,6,6 5-Great Room 246 2,893 -216 2,893 4,342 129 7,7 6-Kitchen/Nook 484 5,067 -275 5067 4244 22 7 88 7-Dining 173 955 -112 955 1470 2 7 8-Master BR 306 3,702 -223 3,702 4,926 98 166 7,7,7 1 O-Master Bath 291 1,102 -118 1,102 1,659 33 49 5,5 II-WIC 93 226 -67 226 10 13 4 13-Bath 2 44 59 0 59 80 2 3 3 14-Laundry 94 470 -113 470 21 29 4 16-Bath 3 60 430 -83 430 855 17" 19 4 20-Hall 276 481 .74 481 1,039 21 �n 5 Sum of room airf lows may be greater than system a! rflow because YA.. APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Project Title: Standard Pacific Fireside Plan 500 - ----- Designed By: Bob Guenther Project Date: Monday, February 17, 2014 Client Name: Standard Pacific Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 8450 Rosemary Company City: Commerce City, CO 80022 Company Phone: (303)688-4487 X-102 Company E-Mail Address. bob@smithandwillis.com I 1-11VIWIRIV balky. Building Orientation: mivatriage, cobra Front door faces Northeast Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5476 ft. Attitude Factor: 0:817 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Bpl.Hum Bel.Hum pLy Bulb f 2 fe - - renc Winter: 1 0.21 81% 30% 70 e 34.16 Summer: 91 59 15% 60% 75 -39 *' n T otal Building Supply CFM. u 1, '.00 CFM E Square ft. Sa 0 ;200 t f Roo Squ I - 0 m Area 5,507 Sq u are on. u ft. Per T 2 909 V ol ume f )of Co � Sp ( t3 C o e d. ace. 53;005 Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: M rNnvac is arT approved Manual J andl-171anual 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. data at your design conditions. Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 100 % 0 % 2.05 Tons (Based On Sensible + Latent) Main Trunk �j flunouts 0,200 AC/hr Calculate: Yes 95 CFM Yes Infiltration Actual: Use Schedule: Yes Above Grade Volume: Yes Roughness Factor: 0.00300 0.01000 X O01 67 Pressure Drop: 0.1000 in.wg./l 00 ft. 0.1000 in,wg./l 00 ft. Minimum Velocity.* 650 ft./min 450 ft./min ' Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in, Winter �j Infiltration Specified: 0,200 AC/hr 0.200 AC/hr 95 CFM 95 CFM Infiltration Actual: 0.279 AC/hr 0.279 AC/hr Above Grade Volume: _X 28 403 Cu,ft. X 28 403 Cu.ft. 7,921 Cuft./hr 7,921 Cu,ft./hr X 0.0167 X O01 67 Total Building Infiltration: 132 CFM 132 CFM Infiltration & Ventilation Sensible Gain Multiplier: 14,39 = (1, 10 X 0.817 X 16.00 Summer Temp. Infiltration & Ventilation Latent Gain Multiplier: -21.70 = (0.68 X 0.817 X -39.04 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.04 = (1.10 X 0.817 X 69.00 Winter Temp. Winter Infiltration Specified: 0,200 AC/hr (95 CFM) Summer Infiltration Specified: 0,200 AC/hr (95 CFM) City of W3.6atR I d C ,,,�g COMMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 301235,2857 March 20, 2014 OFFICIAL ADDRESS NOTIFICA Z2IR!EAjMNMP CODE CORRECTION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Standard PaciFic of Colorado Inc. A Delaware Ca ration OLD ADDRESS: None '90 abor Cr. Wheat Ri d e Co '0033 '0 NEW ADDRESS: 3 "0 't'ab � or Ct. 80033 Block 1_ Lo t25 3870 ab I or Ct. 80033 033 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 80033 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 Block 1 -Lor 6 3801 Taft Ct. Wheat Rtd e C{ 3 3830 T abor Ct. Tab block l _ I of 3819 `Taft Ct, Wheat I2id e CC) 3 Black 1 Lor 9 3829 Taff Ct. Wheat Rzd CC 3 Black t -Lot 10 3839 "Taft Ct. Wear Rid e CC? 33 Stock l _Lot 11 384 Tafr Ct. Wheat Rid e C) 33 Black 1 -Lor 12 38E9 Tafil Ct. Wheat laid >e C( 33 33 Block I Lot t4 3889 Taft Ct. Wheat Rid e CCU 33 'oc "o' '90 abor Cr. Wheat Ri d e Co '0033 '0 Block I - Lot 4 3 "0 't'ab � or Ct. W heat: e R id 80033 Block 1_ Lo t25 3870 ab I or Ct. Wheat Ri e 0 80033 C B l ack 1 Lot 26 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 S to c k Lot .1 1 7 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 384 Ta b 0 or Ct' t R ea 80 0 0033 d e �Q� : Mac k 2 I -ot 9 3830 T abor Ct. Tab i Co hea R �e 33 �( 8 � �ock I Lot 30 38 0 or Ct Wheat Co e R id 80�033 3 Black 2 - Ilot 3 383E `Taft Ct. Wheat. Rid e CCU 80033 Black 2 - Lat 4 3848 Taft Ct. Wheat Rid e fC} 3 3 33 WWWA-Wheatridgexo.us I 1] IM1 4 JIM I I I 101 (Block l,ot 1 2 3871 Tabor Q. Wheat Rid (Block 2 – Lot 13) 3861 Tabor Ct.,Wheat Ridge, co 8o033 Block 2 -• -Lot 14 3851 Taber Ct. Wheat Rid e CC) 80033 (Block 2 -.- Lot 15113841 Tabor Ct,,Wheat Ridg cO 80033 fRIA01- I – T tit I Al 'A R I I 'rnl nr Of 1X71-4 DA,.- f^t onlill SUIRDIVISION: Doud Overlook Subdivision aka Fireside at Youn field Subdivision LOT(S): KEY: SECTION: — JEFFERSON COUNTY RECEPTION #: 2013143668 9mmmusm NOTES: This is a courtesy notification, AUTHORIZED BY. DATE: JUL-11timu NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: R69W 601 ALUM. PPE W/ 3 -1/4 GRASS CAR EO STAMP LS 13212' N RANK 8O% PONT 14109 N-708326.7466 E- 1025512566 T35, P.2' I I I I 1 I i I I I I I� i� 1 I, M la IY� IW I I LOT 11 3819 0710 38M P p TV s s O 11858 11842 11828 NEST 39TH PLACE 0 2 1871 11851 RP 11831 G 2 11811 • 0 0 o s 398 H.O.A. C 3881 LOT 7 LOT 12 3884 3871 LOT 6 LANDSCAPING 3872 LOT 13 3881 LOT 5 C 3550 LOT 14 I 3851 3821 LOT 4 3848 LOT 15 3841 LOT 3 3836 1 <\ 1 0 LOT 22 11810 TRACT 8 E. 1/4 CORO" SEC. 20 T35, R69W 6TH P.Y. S AIW. i'Pf W/ 3 !BASS CAP l STAIIREEI ,313=13- N RAHOE E01 05310 ADDRESS PLAT PONT 14209 11212' N 9 RA" 0.1 a•0 DOUD OVERLOOK SUBDIVISION FILING NO. 2 BEING A REPLAT OF A PORTION OF DOUD OVERLOOK SUBDIVISION, --� LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE WEST HALF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, `s TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 48 LOTS, 5 TRACTS & PUBLIC R.O.W. — 14.872 ACRES I 1 r 1 LOT 23 3890 1 rI �1 I TRACT USE I A 1 HO.A LOT 16 3831 1 H.O.A. C t UTUTE3 LOT if D UTRITES DRAINAGE k EYEROENCY ACCESS LOT 2 E LANDSCAPING N.O.A. TRACT C 3889.5 LOT 14 C 3m I 3824 3821 LOT 24 3880 h LOT 25 3870 M I LOT 26 3880 LOT 27 3850 LOT 28 3840 LOT 29 3830 1 * I LOT 17 - - - - * I j I 1 3812 11831 O M LOT 8 LOT 1 _ LOT 30 MI 3819 O 11871 3820 1 C I y8T11 PU►_�� POINT a T LS ,ea7 _r LOT 7 w -' TW •1RACT 0 LOT 31 + Lr 11820 t — 'a UN v K I? 3610 BRASS CAP y1p 11880 c r�oR7risioo 1331:• N RANK NI2 I 11890 11880 1 N- 7056727126 E- 1025618715 I 3801 W N O 3800.5 1RACT SE 1/4 SEC. 20� CAP 1 0 of ��` `� 1M►Tf �— _—J DD05TM0 \ I I2' LIB I N I I 1 I I IR TRACT USE TABLE TRACT USE OWNER A LANDSCAPING HO.A 8 DETEMI110H POND k VTMUTES H.O.A. C t UTUTE3 H.O.A. D UTRITES DRAINAGE k EYEROENCY ACCESS H.O.A. E LANDSCAPING N.O.A. 1 N N.O.A. -HOME OWNERS ASSOCIATION 1� I I I IEOE10 1 Nlocx ,RrLR SICWaR COINER R4W. RMT -OF -MY "ammy Lm LOT LINE 0057N0 PLATS rz:71cm uw ROAD O911ER Lm I x I 1 -4 POINT Of OMSV ICDIENT BE CORRNf SEC 20 TM. RRf 6TH P.Y. AWL PPE W/ 3-1/4 BRASS CAP STATED. %S 13512' N RANK BOX PONT ism — — N-705701.5458 E.1052301675 I I— 'SCALE: 1" - 60' CPI Vry.AL tPAOM: _:..LI DEVELOPER ENGINEER \SURVEYOR rlr`■rsn.�6 *"DAIQDPACtfjcHomjs CA RROLL& LA NGE- MA N HARD •/•RV6,Nro anLelA1►a aoYRWPn V A .P. a •et1`..- ��ira: �WriWR.i...�ow1• LOT 16 i LOT 17 11874 ' 1182'0 LOT 16 { I 3901 I 11900 I I LOT 15 V 3899 1 1 I TRACT C 3889.5 LOT 14 1 I 3WO I f LOT 13 j 3879 LOT 12 i � � "� d 3889 I