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HomeMy WebLinkAbout3884 Taft CourtINSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occuparw/Type, Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof 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 Underaround 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 Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 4, City of Wheat Ridge Residential Roofing PERMIT - 201703978 PERMIT NO: 201703978 ISSUED: 07/14/2017 JOB ADDRESS: 3884 Taft CT EXPIRES: 07/14/2018 JOB DESCRIPTION: Residential Re -roof to install Timberline HD asphalt shingles with 33 sq. *** CONTACTS *** OWNER (720)327-5572 SALLUSTIO JOSEPH K SUB (303)756-7663 Ty Correy 090134 Advanced Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,200.00 FEES Total Valuation 0.00 Use Tax 319.20 ` Permit Fee 299.40 - - — — ** TOTAL ** 618.60 *** 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. I 4' City of Wheat Ridge V- Residential Roofing PERMIT - 201703978 PERMIT NO: 201703978 ISSUED: 07/14/2017 JOB ADDRESS: 3884 Taft CT EXPIRES: 07/14/2018 JOB DESCRIPTION: Residential Re—roof to install Timberline HD asphalt shingles with 33 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications) applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attes that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. lor- Signature of OWNER%r CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The 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 applij*o, ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official V Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett ;401D 1 �U From: no-reply@ci.wheatridge.co.us Sent: Friday, June 30, 2017 11:38 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application �l 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 T11% 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? l� / How many dwelling units Single Family Home are on the property? PROPERTY INFORMATIONS 3V q Property Address -3880 taft ct Property Owner Name Property Owner Phone Number Property Owner Email Address Antonelle Sallustio 720-327-5572 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Advanced Exteriors Contractor's License 090134 Number (for the City of Wheat Ridge) Contractor Phone 303-725-4502 Number Contractor Email Address freddygreen@advancedexteriors.net Retype Contractor Email freddygreen@advancedexteriors.net Address DESCRIPTION OF WORK Are you re -decking the No / roof? Description of Roofing timb hd Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 33 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 of all 33 roofing material for this project Provide additional detail 5/12 here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 15,200 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 freddy g Email not displaying correctly? View it in your browser. 3 amAdvanced Exteriors, F9s:.sertyr 0"011)77 i�"=sai Dates Atldruss mrauary rk + �21-17- CBY, str , i tnsuranm coffqxm Cub" Email Addrm Teen 01f �— ja�,S) Of &.... t -VO§) C Inspect dec" ❑ fti ill deCtr�ag Install ice and ircdv shield on M, . c . s I ,stgi? 15 # tett n install SE # f ' I tnsfaill premium synthetic deck prolecWn + Install std course of shln tfire perimeter install drip edge perimeter flashing - cotpr rt 0 fnstoll reemrcement in vdi" using Closed vageys F1 Open valleys Repk-,Pce step int inacg can sidewralls. chimrxn y and skyCg its €hero€i b n€ its per shingle throughout feid area Roofing product Rooting dolor AN Mao utacturer Wairo my , i3 0 Special lmWW1onsVMMoncf Work c,, ��- Install««_ - vents N. Indall vents installpipe s ar ♦ scaps `r mofing color s. - s rs- ■ a.. r .r.:E WA Clean out « Registers « « « rs s :•«« s « Appndrncft e(s) of € � -L) 1-5- nt Terns (Advanced Worifen, )Aa—ft not M* ie for any pr and C=MNY encs sarrWs dWWor demur of as kwWwwo chin, In Whob or In puri). 21'Work compie'ed in accordonce Min these speclfiv cans fa the price o;:. _e*e"—a�s.0 dam' -L.rv� #'°it"n.�:.�. ks> 5 `Pa ie, _ •s o s «- 1 r '«! . ,fr! #:Y t « r' �.�• «i . y r r «i r Wtr3F'- f k'+ r _ ...« s «r -x •.-a, _ - w a �zs • - ' er +w s '• rh e f «� •, ' 1! -- a �r ♦ e t s • • ♦ rr ♦ _ « • • - ts. e � f x 2200 S. Valley Hwy. s www.AdvancedExteriors.com lenver,80222 s _, ,L/ 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: 7-7-1 n A 1 Job Address: '3 q a Lt - Permit Number: 2 c / -7 o -5 -7 g ❑ No one available for inspection: Time PM Re -Inspection required: Yes}o When corrections have been made, call for re -inspection at 303-234-5933 Date: 1-7 Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: H I c) Job Address: U� Permit Numben . t i ❑ No one available for inspection: Time jD /PM Re -Inspection required: Yesi When corrections have been made, call for re -inspection at 303 -234 - Date: ! Inspector: DO NOT REMOVE THIS NOTICE City of -A��Wh6at'Lidd io0b, Du tELg City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303235.2855 F: 303,237.8929 Owner/Occupant 3884 Taft Ct. Wheat Ridge, CO 80033 RE: Previously permitted project plans available for retrieval – Pi:#, <:| (New Single Famill NIMME= 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 dicumeg -ay aija�,Jj foi 2 2 P.M., ITII ou n a—, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Emm M Melissa Mackey e�is'a Mae e cc Senmior PennitT lutician 7500 "W, 29th Avenue Wheat Rida ,e, C iliwgi 800 -285 Fax: 303-234-2857 »v». ci1 mm.-,%vbeatrridgexo.us Www.(+whPSktriAo,_ _ City of 0 9 00 00r Wh6at P, COMMUNti') DEVELOPMENT .__ge This agreement made this 4' day of March, 2015, by and between the City of Wheat Ridge and Standard Pacific Homes for escrow in the amount of One thousand dollars ($1000.00) being held by the City of Wheat Ridge until landscaping is competed at ;h In the event that landscaping is not installed by June 1, 2015, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as maybe necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. UMUE3MKM3= City of Wheat Ridge Memorandum «ROM: Melissa Mackey, Building Division 2: « « M= DATE: August 14 th 2014 Reason: Please refund half the plan ,© fee to Permit #201400820, 4, |t* Taft Court. Please refund: Contractors License$ ( Total: $84796 TO: Standard Pacific Homes 7800 E. Dorado PI., Suite #220 Greenwood Village, CO 80111 20,0,2 0 �� M L ! I I \ »: Cit of dge W h e I CC �,®rl MKA M1 UNITY DEVELOPhAENT ON PlanlPennit# 3884 Taft Court Block 2, Lot 7 print): Standard Pacific Homes 3018468528 amchugh@stanpac.com INS f! &41411rpq-q 7800 E. Dorado Place, Suite 220 Pit 7, Wo ley Architectural Group Felten roup Ajj��2gjn221 E-m* lacob.Morgan@Feltengroup.com ft�ne- Woodley (303) 6837231 Contractor: Same as Above Contractors City License #.. 130216 Phone. 303,779,4100 g4ot6������h@stanpac.com ms�•� Electrical: Electric Contractors, Inc. WR City License 080261 City License # Plumbing: Plumbing Unlimited, Inc. Mechanical: Smith Willis HVArA WR City License # 140008 WR City License # I Iron Complete all information on BOTH sides of this form 4 7 # 0 . I . I . Expanded basement 9forms Garage Service Door Basement bath rough-in Covered Patio Opt interior door at master bath Gas Line to Range and Gas Line to Patio MTKM Basement bar rough-in Add hose bib Btu's Amps Squares Other 11,111 i IN IM 1 11 MEN 11 11 111 1 q 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. casements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree tea abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable (.,ity of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or hive been authori7cd by the legal owner of the proper (y to perform the described work and am also authorized by the legal own entity included on this application to list that entity on this CIRCLE ONE: (OWNER) (CONTRACTOR) (AUI'[IOIRIIZEDREPIRIESENTAITIF�'E) of (01 (C0N7!:Rj r8LNA NAME: Anne McHugh ___ RV S IGNAT�VRE: TV DATE: Building Division Valuation $ 3 3n X7,6 Plan 5057 D NOT APPROVE D: public Wor s De a ent has reviewed the submitted material and oes tats approve thisPernut Ap plication for the stated rea son(s): LIGNOM Single Family ,K- Commercial 1 _Y49M (Required of all project", for document processing) $50.00 , 'L v_iew Fees . TOTAL RELIEW FEES (due at time of Building Permit i ssuance ) : PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, "THERE WILL BE ADDITION AND PERMITTING FEES REQUIRED FOR CONSTRUCTION AL LICENSING FIGHT- CIF -WAY, IMPROVEMENTS WITHIN pUBLIC 'ww Rev 12112 -�"" -i' (--, + � Address: L/ loud Subdivision, Filing 2, Lot #: Applicable survey conditions: FND (survey at foundation) NRS (survey prior to CO, if within 2 feet of setback) DOUDI (landscaping) DOUD2 (setbacks) Is the structure within 2 feet of minimum setbacks? (If yes, add surveying condition FND.) jlj7jjgm� LWJM#Tmlr# r- 0 0. m 0 0 w > o . 3 w o " =t 0 CM, w -0 m 0 M 0, CL ti lo 0 - 0 m 0 m w o W -n m M mom 0 ca 0 co r- 0 0. m 0 0 w > o . 3 w o " =t 0 CM, w -0 m 0 M 0, CL lo 0 - 0 m 0 m w o W -n m M mom 0 ca 0 co r- OF ♦ Y* milliff-jilisig MO i w i °R ♦ • ` /' • • w • ♦ ° w ° er w * • ** ., ♦' ** a* w • i • a' w i t i* * * ** 1 i W* • * ♦ w , az i r 0 q�l 0 7 i'M89*2W48"E 76.00' N89'28'4866.00' 2 _ ct 6 co C? Ct i> IN ° rn V rrt 19.5' (JS # C . . t.t3` 1O.Ct' ° rl na o" m (J 41 0 4.3 1.Q' to [tot! 1 O% 91 i ? Q 0.6" 24.b* 4230V 17.5' 2% b S89`28 - 48 - W 142.00' /ICE ol 0 Iti . 0 0 SETBACK r rn D z e n - -qtr -1 milliff-jilisig MO i w i °R ♦ • ` /' • • w • ♦ ° w ° er w * • ** ., ♦' ** a* w • i • a' w i t i* * * ** 1 i W* • * ♦ w , az i r 0 q�l 0 7 i'M89*2W48"E 76.00' N89'28'4866.00' 2 _ ct 6 co C? Ct i> IN ° rn V rrt 19.5' (JS # C . . t.t3` 1O.Ct' ° rl na o" m (J 41 0 4.3 1.Q' to [tot! 1 O% 91 i ? Q 0.6" 24.b* 4230V 17.5' 2% b S89`28 - 48 - W 142.00' /ICE ol 0 Iti . 0 r 0 q�l 0 7 i'M89*2W48"E 76.00' N89'28'4866.00' 2 _ ct 6 co C? Ct i> IN ° rn V rrt 19.5' (JS # C . . t.t3` 1O.Ct' ° rl na o" m (J 41 0 4.3 1.Q' to [tot! 1 O% 91 i ? Q 0.6" 24.b* 4230V 17.5' 2% b S89`28 - 48 - W 142.00' /ICE ol 0 Iti . 0 kth E st , s NOTES • � 6 N89 "28'48' 66.00' ,m ` ,89'28'48 "E `76.03(1' 22.0}' 6 45,7" ° 6� � _: 1 t c»'•. ti * co ` t ' � � 9 9.5' rn rn i 0.6 G7 ;q 6+� as 34.3° OX na 5 24�8� 42.30VI 17.5 J _ p 2% a S 89 - 2 8 - 48 - W 6' 142.0303 �� ' is /[�� mm M-IN SALE HISTORY ------------------- Fib - , - - - - - -- - 13 Pay bi _2014 Actual W14 Fib - , - - - - - -- - 13 Pay bi _2014 Actual W14 Assessed Va • , m � ' ,$. 1 N • «� F it r`r� e t1 • "t D. *T hh appffcaUon must be Aped byeach mb-c o ntractor r i s t e sam Proof of Submission for Permitting/Plan Reviel A copy of this forin rnust 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 • processed. Date. Aq_voinber 26,2013 '*r0ject Address: 11805 West 381hAvenuc, Wheat Ridge, Coiora4o UMMMIN A . rill M*# M � - I-- -- ---- -- ---- ---- �11KINAUNW 1, Kim Dahlin am 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, * Wheat Ridge Sanitation Distri * Clear Creek Sanitation 01stric 'i * Fruitdale Sanitation District tst Westridge Sanitation Distric o Other Agency Notes. The property is currently in the process of being included in tho completion of the InclusioR process and expansion of West 38th Avenue sewer fin, for which a coot act has been awarded. CoBstruction to begin March 2014. mature. ate: (Agency Representative) City of -'atl-,Ldge. 0 I'V OFMIUAT RIOGr IIIJIL1 IN6 AND INSPECTION SITVICESDIVISION 7500 W 2901 Ave Wheat Ridge, CO 80033-8001 p, 301235,2855,f303,237,8920 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 � completed Proof of Submission form from a reclitired agency vvill not be atcepted or processed. Date: November 26,2 ProjectAddress: 11885 West 38th A�Onue. Wheat Ridge, Colorado Narne of FirrhAndividual submitting docurnents: weran Hardesty, 8tandard Pacific of Colorado, Inc. o Wheat Ridge Sanitation Distri * Clear Creek Sanitation Distric 'Sa * Fruitdale Sanitation District West(idge Sanitation District * Other 01MMI= (Agency Representative) Date: //45 N t I City , "t' qrWh&iiRLdge CITYOr WHEAT RIDGE tat ILDIX6 ANU INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 li. 303.235.2855,f 301237.8929 q 111111 , , M Name of Firm/individual subM pip IUKI documents: Kieran Hardesty, Stand�#(J,,,,q�lhlc�of Colorado, Inc. Project Type/Description: C�nstrucfion of 48 Now Singlefamily .13e, 1d0`hc'A ',#h ,Jhe Doud Overlovk�Svtidivislon. Indicated below x t am T au norim F1 fUT "below, hereby acknowledge receipt of documents necessary Indicated above. * Wheat Ridge Sanitation District * Clear Creek Sanitation District * Frultdale Sanitation District Westridge Sanitation District * Other 2180 South tvanhao Strf--ot, Sufte - 9 juLaar , Oonv4ar, Coiorado 80222-5710 303-759-8100 Fax 303-756-292# wwwagwassenaarcom WM=. 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, RIM91 Fill, sand, medium dense, silty, slightly clayey, slightly gravelly, moist, mottled brown Samples obtained during drilling were returned to the laboratory, They were visually classified a testing was assigned to selected samples in an effort to evaluate the engineering properties of t subsurface materials encountered. Site specific laboratory swell/consolidation tests exhibited 10 measured swell (0.4%) at a depth • 2 feet and compression at a depth of 7 feet upon an increa 11 Standard Pacific of Colorado, Inc. Project Number 135299 January 31, 2014 Page 2 in moisture content under a load of 1,000 pounds per square foot (psf). Based upon visual ............... . two llaw�� "T*M Now 11 - 6 - 1111 'P\ r To and their impact on structure performance. Standard r of Colorado, Inc. Project Number 135299 January 31, 2014 Page 3 where floor movements cannot be tolerated. TERM following criteria: alts snoll T sej��Tra Turt - ex & a joint which allows free vertical movement of the slab. 2. Slab bearing partitions should be constructed with a minimum 2-inch void spac%ln Stairways bearing upon the slab should be constructed in such a way as to allo at least 2 inches • slab heave. In the event • slab heave, the movement shou not be transmitted directly through the partitions to the remainder of the residencl • OlF!FiRgli l 4. Where a forced-air heating system is used and the furnace is located on the slab, we recommend provision for a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also be provided with flexible connections capable of accommodating the same magnitude of movement as specified above. r2rar" IM We are available to provide further consultation regarding basement slab performance risk assessments. The crawl space ground surface should be sloped to the perimeter drain system, Trenching or dishing out of the crawl space is not recommended unless a drain system is placed in these areas in such a manner to facilitate drainage, The recommended clearance from the crawl space ground surface to the engineered floor system should meet applicable codes. In addition, all plumbing lines should be isolated from the ground surface or foundation walls by at least 2 inches, Standard Pacific of Colorado, Inc. Project Number 135299 January 31, 2014 Page 4 During construction, the crawl space area should be checked for standing water or very moist conditions, construction debris, and other deleterious materials. If these conditions exist, the area should be evaluated and mitigated, as necessary. un�# •� As a minimum, we recommend providing a subsurface drainage system around the lowest below grade area, The purpose of the drain is to collect water which may become trapped on the surface of the excavation and enter the basement or crawl space areas. A drain should be constructed similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity discharge or sump. If a sump pit is installed, it should be monitored for water accumulation and proper operation. The 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 on the existing pump. • The wetting of foundation soils and/or bedrock materials which causes heave may be reduced • carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: ............ 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. Standard Pacific of Colorado, Inc. Project Number 135299 January 31, 2014 Page 5 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. 4. If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding • surface water in the vicinity of the backfill soils. 5 All drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Drainage swales should maintain a slope of at least 2% off of the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner installed items. 6. Roof downspouts and drains should discharge well beyond the limits of foundatior 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, 9� Plastic membranes should not • 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 ge• textile fabric. This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered. The conclusions and recommendations contained in this report shall not be considereif, Project Number 135299 January 31, 2014 Page 6 valid for use by Others without written authorization from A. G. Wassenaar, Inc, In addition, the state of practice in geotechnical engineering is constantly evolving. Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. if we can be • further service in discussing the contents of this letter • in analysis of the proposed r.tructure from the soil and foundation viewpoint, please call our office. V d ident ACtLL /- SLIP JOINT 1R +tl 3 ootechnical and Environmemak Gonst4tants •- WI DTH OF DRAIN GRA VEL. y� y� r y ♦ i AR � !r 1A � lkf ♦ t 1 � � Mvo P OINT, PIPE AT HIGH �. XY BACKFILL--"" F OOTING • ! • TYPICAL INTERIOR i DRAIN DETAIL Manual S, 17, Standard Pacific, Fireside Plan 5457 Total runaut nutlet airflow: 1,416 Main trunk airflow 1,197 Largest trunk diameter: 13,6 T-320 Largest runout diameter: 7 R -240 Smallest trunk diameter; 6,7 T -170 Smallest runeut diameter. 4 8-320 Supply fan external static pressure: omo Supply device pressure losses Supply pressure avattable* r . Runout maximum cumulative static pressure loss: 0,552 SR-420 Return loss added to «p r Total length of 40&4 BsmtLow Total effective length of supply( MY 1923 SR-420 Overall total « « « to 4 0 . E f v «. overall friction rate : « 0.079 (Available i.. S AIR DELIVERY — CFNl (BOTTOM I ' "II."I ER) �, �, w � �" � s •• <. z � � ell I tll III III lu °I� "' � '� •� _ ' - 91P� IMi11� 411 S AIR DELIVERY — CFNl (BOTTOM I ' "II."I ER) �, �, w � �" � s •• <. z � � ell I tll III III lu i " # # # # #w PERFORAUNCT DATA (cont) Detailed Cooling Capacities Item Model Typo Standard Air Conditioner Model Number (Combined) CA13NA036�tA,B)+CNPV*4221AV+TDR Outdoor Model Number CA13NA036 Indoor Model Number CNPV*4221AV-#-TDR Tradoname 13 SEER PURON AC Outdoor Manufacturer CARRIER AIR CONDITIONING Indoor Manufacturer Description ' Comment Nominal Capacity 33000 Norninal Capacity High Speed 0 Nominal Capacity Low Speed 0 SEER 13 SEER High Speed 0 SEER Low Speed 0 EER 11 EER High Speed ' 0 EER Low Speed 0 Sound 0 AHRI Reference Number 639M68 Qualtlying Tier Sensible Capacity 33000 ComprossorWaffanty Coll Warranty ' Parts Warr" Labor Warranty MESEMEM f V t M250,T',71 GFM,Reg iQz4 \\ SR- 240,7`,79 CFM,Reg:10x4 SR- 260,7 " „71 CFM,Reg;10x4� 5R- 280,6 " „34 CFM,Reg..tOx4 ./ SR- 360.,7'",55 CFM,RegA0x4 c SR- 350 CFM,Reg10x4 SR- 370,7 ",53 CFM,Reg «90. 14x6" Transfer Grille, if door pre,enk y n , ° "•- , - Klwmev� r 4" ",Iotw,14x10 °,342CFM,Gri #kes# 14 Mtaa(eck i i V Great Room 7 r SR•270,6 ",35 CFM,Reg10 IT9 SR.300,7`,71 CFM,Rag 10714'" 6,” \ r 1 d ..__ Low,1409',342 CFM,Grltlea4 to 6 � 1 .,. � 6,. _. a Ducts li garage ceiling I „ _ frrolausOai; Frame tas ,4x #0 to a "Ic ! Bath 3 Low 14x1V Return Entry duct In closet z ' ,,�" SR420,4 ",11 CFM,Regl.10x4 Proposeds Fr4`me + SR- 310,5 ",34 CFMM,Reg tOx4 In (2}14x10" ducts to garage Ling t 4I " 74x10” Transfer Ge �tie 8R410pk Study f SR- 340,7'„43 CFM,Req :10x4 SO' 330,7' ",43 CFM,Roq :10 €4 i BECF4WN SEA, NS1TLRTWILLSIF REQUIRED FROM ELITF.SUFT1g +� KWIALJ AND MAY USE 00MMON ROOMS TO MAKE UP SUPPLY AIR CRI I IIAT IS REQUI RED A5 St1DN'TI DN F'LWR PLANS. Install Balancing Dampers on all Supplies PAGE" SIZ 11X17" W ST ANDARD PACIFIC M AIN FLOORP - SCALE. 1/8" _ VIE' FIRESIDE A p pr o v ed: PLAN 50!57 WORST CASE SCENARIO Dat Number: SR. 180 4" 10 CFM,Reg10x4 #Asir Vailing 1 ,247 CFN1 4 0 96x16 ` 5R- 170 ",42 CFM,Reg:1Dx9 SR- 190,7',40 CFM,RelyA0x4 SR- 910,7 ",552 CF ,Rag:10x4 SR -1 0,7',52 CF&1,Reg:10x4 J / 14x¢I "Crsnsfer Grttle SR-200,7",40CFM, tgp10x4 SR2 �tl, an f Nester SR E 33i r � ` ( t Exhaust onty ventilation Strategy 6", 24 FIT, F3S CFM Parnes 'm whispergreen - 10D,7',52CFMRogA8x4„, ._._,_..,,_. _.- .�._..5,_ __m.__.._ ..x.:•E' {�,,;,„- ,__...- avholehouse exhaust fan .. .. la indry fiat# - eiting,12",237 CFM,Gr1tteA6x1 SR- 130 > 5 ",25 GFM,Re? 10 4 c � __Ltd,„ S f r ^t4xt0 "l`rsnsPee Grille 9r x-, wo1 E � w9C 2 S t .. Master Rule at f _t. . SR- 22U.6",46 CF`M,Reg10X4 i fi my 1 t 3 - Low In wall - ..._._SR•230,6 ",46 CFM,Reg;10x4 S .160,4 ",16 CFM,Reg10x4 Low in wall SR- 140,6 °,25 CFM,Reg10x4 SR-150,W',25 CFM,Reg;i0x4 I This chsal has 4a he able to accommodate a 14xt0" Duct Install Balancing Dampers on all Supplies PAGE SIZE: 11X17 "" STANDARD PACIFIC UPPER FLOOR FIRESIDE PLAN 5057 W CASE SCENA F101 MM? NW Drawn: Approved: Date: Job Number: "r oJect Repor Project Title: Standard Pacific Fireside Plan 5057 Designed By: Bob Guenther r Project Data. Tuesday, February 11, 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 }088 -4487 X -102 Company E -Mail Address: bob smithandwillis.com Total Building Supply CFM: 1,200 CPM Per Square ft.: 0.279 Square ft. of Room Area: 4,298 Square ft. Per Ton: 1,984 Volume (ft of Cond. Space:. 42,222 Total bleating Required Including Ventilation Air. 55,590 Btuh 55.590 MBH � Total Sensible Gain, 28,257 Btuh 100 % Total Latent Gain: -2,274 Btuh. 0 % Total Cooling Required Including Ventilation Air. 28,267 Btuh 2.35 Tons (Based On Sensible + Latent) Rhvac is an A CCA approved Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. A Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at y our M co nditions. Y :\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM 1 0.21 81 30% 70 34.16 91 59 15% 0% 75 -39.04 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM 2 Supply Garage Open Crawl 0.06 8 283.8 Yes Return Garage Open Crawl 0.06 8 22 Yes Main Trunk Summer Runouts 0.250 AC /hr Calculate: Yes 122 CFM Yes Infiltration Actual: Use Schedule: Yes Above Grade Volume: Yes X u.ft- Roughness Factor: 0.00300 9,008 Cu.ft. /hr 0.01000 X 0.0167 Pressure drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 650 ft. /min 450 ft. /min Maximum Velocity: 900 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM 2 Supply Garage Open Crawl 0.06 8 283.8 Yes Return Garage Open Crawl 0.06 8 22 Yes Winter Summer Infiltration Specified: 0.250 AC /hr 0.2501 AC /hr 122 CFM 122 CFM Infiltration Actual: 0.309 AC /hr 0309 AC /hr Above Grade Volume: X 29J.9 Cu.ft. X u.ft- 9,008 Cu.ft./hr 9,008 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 150 CFM 150 CFM Total Building Ventilation: 0 CFM 0 CFM I _ _System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.39 = (1.10 X 0.817 X 16.00 Summer Temp. Difference) 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 619.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (122 CFM) Summer Infiltration Specified: 0.250 AC /hr (122 CM) I Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM 2 Supply Garage Open Crawl 0.06 8 283.8 Yes Return Garage Open Crawl 0.06 8 22 Yes a "'_. �._.._._..,..._._..._..,.,..,... yy ,_,._ _,,.,..��_ }} .__..__._...__,_,,... _/_ tr.... ....,�.,_µ..._,..._y.},}..g,.,. y�._�. {.._,, „�..k.._ rte .._._., n _.. �y �i.A�N�[? ��4At'�i Ml a!FY�V' �+Fa'�" ,.�,...,.,., _.....__,. a......_...,......._ ............. �__, e.._.. ..,.._ __.........._..,...._,....,_,_ ., a..., -•„ ._,-.,,.,-. .,.,..,.A...M.. ..-, ,,.. -. p$,y m p.,, �y. yn: � �+n« [L o - ad - Pr - 6 view RITort Net ft. Sen La Net Sys I t Ht g Sys CI Sys Act Act Duct Scope To fro Area Gain Gaaan Gain Los � � q g p� Siz Bu +ldrrag 2.36 1,984 4,298 28,267 -2,274 28,267 55,590 1,066 1,200 1,200 System 1 2.36 1,984 4,298 28,267 - 2,274 28,,267 55,590 1,066 1,200 1,200 25x1 � Duct Latent -217 0 Humidification 2,368 Zone 1 4,298 28,267 -2,057 28,267 53,281 1,066 1,200 1,2013 12x1 I -Rec Room 029 1,321 -134 1,321 7,272 145 56 145 7, -BR 5 177 518 -7 518 1,766 35 22 35 6 3 - Bath 4 47 9 -5 9 296 6 0 6 4 4 - Mechl Storage 322 88 -61 88 3,109 62 4 62 5 - Protect But 152 1,582 -231 1,582 2,.720 54 67 67 6, 6 -Mud Room 79 624 -165 624 1,768 35 27 35 6 7- KtchentNoo 399 6,708 -412 6,708 6,563 131 285 285 7,7,7, 8 -Great Room 527 3,916 -101 3,916 5,916 118 166 166 7,7, -Bath 3 48 152 -49 152 536 11 6 11 4 10 -BR4 /Opt Study 179 2,048 -104 2,048 3,749 75 87 87 7 11 -Entry 92 463 -152 463 1,715 34 20 34 5 12 BR 276 3,679 - 50 3,679 4,199 84 156 156 7,7, 13 -BR 2 181 989 -106 989 1,616 32 42 42 7 14 -Bath 2 71 171 -41 171 511 10 7 10 4 15-BR 3 191 1,895 -20 1,895 2,927 59 80 80 7, 16- Laundry 61 311 -32 311 523 10 13 13 4 I 17- Library 269 2,183 -41 2,183 3,525 71 93 93 6, 18- Master Bath 189 980 4156 980 2,526 51 42 51 6, 19 -WIC 1 51 283 -114 283 1,261 25 12 25 5 20 -WIC 2 58 346 -46 346 783 16 15 16 4 Sum of room airflows may be greater than system airflow because 1 system roam airflow option uses the greater of heatrn or cool Irtg ------ (:\ .. \Plan 5057.rhv Wednesday, February 12, 2014, 8;08 AM -- -Duct Name: ST-250, Effective Length: 1.5 12.9 216 1 Trunk 0.0003 12.9 275 0.000 1 Up: ST-240 55 14 0.010 0,000 Rect 1.5 10 0.0 0.000 Presize 267 6 0.280 O:520 --- Duct Name: ST-240, Effective Length: 1.2 12.9 194 0.000 Trunk 0.0003 12.9 322 0.000 Up: ST-200 55 14 0.014 0.000 Rect 12 10 0.0 0.000 Presize 313 4.7 0.280 0.520 -- -Duct Name: ST-200, Effective Length: 2.3 6.7 230 0.001 Trunk 0.0003 12.9 369 0.000 Up: ST-140 55 14 0.018 0.000 Rect 2.3 10 0.0 0.000 Presize 359 93 0.280 0.520 -- -Duct Name: ST-190, Effective Length: 4.2 12.9 141 0.000 Trunk 0,0003 12.9 216 0.000 Up: ST-250 55 14 0.007 0.000 Rect 4.2 10 0.0 uoo Presize 210 16.7 0.279 . ... . .... .... ... 0.521 -- -Duct Name: ST-180, Effective Length: 7.7 5.8 0.278 0.522 Trunk 0.0003 12.9 194 0.000 Up: ST-190 55 14 0.006 0.000 Rect 7.7 10 0,0 0.000 Presize 189 30.7 0,279 0.521 -- -Duct Name: ST-170, Effective Length: 5.2 Trunk 0.0003 6.7 230 0.001 Up: ST-150 55 4 0.019 0.000 Rect 52 10 0.0 0.0071 Presize 64 12.1 0.277 0.523 -- -Duct Name: ST-160, Effective Length: 9.7 Trunk 0.0003 12.9 141 0.000 Up: ST-180 55 14 0.003 0.000 Rect 9,7 10 0.0 0.000 Presize 137 38.7 0.279 0.521 ___Duct Name: ST-150, Effective Length: 2.5 Trunk 0.0003 6.7 306 0,001 Up: ST-160 55 4 0.031 0.000 Rect 2,5 10 0.0 0.001 Presize 85 5.8 0.278 0.522 Y ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM -- - Duct Name: ST-140, Effective Length: 1.2 Trunk 0.0003 12.9 377 0.000 Up: ST-120 55 14 0.018 0.000 Rect 1.2 10 0,0 0.000 Presize 366 4.7 0280 O�520 -- - Duct Name: SR-240, Supplies: Kitchen/Nook, Fittings: 2-1, 4-H, 8-A2, 8-A2, Effective Length: 70.9 Runout 0.0003 7 266 0.003 Up: ST-260 55 5.4 0.019 0.011 Rnd 13.3 7.7 57.6 0.013 Presize 71 24.4 0.264 0.536 -- - Duct Name: SR-250, Supplies: Kitchen/Nook, Fittings: 2-1, 4-G, Effective Length: 83.6 RunOUt 0.0003 7 266 0.004 Up: ST-340 55 5.4 0.019 0.012 Rnd 22.3 7.7 613 0.016 Presize 71 40.9 0.262 0.538 -- - Duct Name: SR-260, Supplies: Kitchen/Nook, Fittings: 2-1, 4-H, 8-A2, 8-A2, Effective Length: 94.6 Runout 0.0003 7 266 0.005 Up: S1` -290 55 5.4 0.019 0.013 Rnd 24.0 7.7 70,6 0.018 Presize 71 44 0,260 0.540 . - Duct Name: SR-270, Supplies: Mud Room, Fittings: 2-1, 4-G, Effective Length: 85.5 Runout 0.0003 6 178 0.003 Up: ST-230 128 4.7 0.010 0,005 Rnd 31,3 6.6 53.7 0.009 Presize 35 50 0.271 0.529 -- - Duct Name: SR-280, Supplies: Project Rm, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 92.1 Runout 0.0003 6 173 0.003 Up: ST-360 55 4.7 0.011 0.007 Rnd 28.7 6.6 63,5 0.010 Presize 34 45 0.268 0.532 --Duct Name: SR-290, Supplies: Project Rm, Fittings: 2-1,4-G, Effective Length: 77.5 Runout 0.0003 6 173 0,003 Up: ST-280 55 4.7 0.011 0.005 Rnd 32.0 6.6 45.5 0.008 Presize 34 50.3 0.271 0,529 --Duct Name: SR-300, Supplies: Kitchen/Nook, Fittings: 2-1, 4-H, Effective Length: 76.1 Runout 0.0003 7 266 0.003 Up: ST-220 55 5.4 0.019 0.011 Rnd 16.7 7.7 59.5 0.014 Presize 71 30.5 0.265 0,535 Y 5057.rhv Wednesday, February 12, 2014, AM -- -Duct Name: R -320, Supplies: Bath 3, Fittings: 2 -1, -M, Effective Length: 31.3 Runout 0,0003 4 125 0:001 Up: ST -330 128 3.1 0,010 0.002 Rnd 10.7 4.4 20.6 0.003 Presize 11 11.2 0281 0.010 __Duct Name: SR -330, Supplies: BR4 /Opt Study, Fittings: -1, 4 -G, 8 -A2, 8 -A2, Effective Length: 95.6 Runout 0.0003 7 161 0.002 Up: ST -310 55 5.4 0.008 0.005 Rnd 28.0 7.7 67.6 0.007 Presize 43 51.3 0277 0.523 -- -Duct Name. SR -340, Supplies: BR4 /Opt Study, Fittings: 2-1,4-G, 8-A2,8-A2, Effective length; 89.4 Runout 0.0003 7 161 0.001 Up: ST -110 55 5.4 0.008 0:006 Rnd 18.5 7.7 70.9 0.007 Presize 43 319 0278 0.522 -- -Duct Name: SR -350, Supplies: Great Roam, Fittings: 2 -1, 4 -H, Effective Length: 40.8 Runout 0.0003 7 206 0.000 Up: ST -260 55 5.4 0,012 0,005 Rnd 0.7 7.7 40.2 0.005 Presize 55 1.2 0273 0.527 -- -Duct Name. SRw360 Supplies: Great Roam, Fittings: 2 -1, 4 -G, 8-A2,8-A2, Effective Length: 83.8 Runout 0.0003 7 206 0.001 Up: ST -270 55 5.4 0.012 0.009 Rnd 8.7 7.7 75.1 0.010 Presize 55 15.9 0.268 0.532 -- -Duct Name: SR -370, Supplies. Great Room, Fittings. 2 -1 4 -G, 8 -A2, 8 -A2, Effective Length: 92.0 Runout 0.0003 7 206 0.002 Up: T -290 55 5.4 0.012 0.009 Rnd 152 7.7 76.8 0.011 Presize 55 27.8 0.267 0:533 -- -Duct Name: ST -340, Feeds Into: Rec Room, Effective Length: 0.5 Trunk 0.0003 12.9 203 0.000 Up: ST -270 55 14 0.006 0.000 Rect 0.5 10 0.0 0.000 Presize 197 2 0278 0.522 ", Y:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM --- Duct Name.: SR -310, Supplies. Entry, Fittings: -1, 4 -G, Effective Length: 46.8 Runout 0.0003 5 249 0.000 Up: ST -110 128 3.9 0.023 0.011 Rnd 0,5 5.5 45.3 0.011 Presize 34 0.7 0274 0.526 -- -Duct Name: ST-310, Feeds Into: Mech/ Storage, Effective Length: 1.3 0,0003 15.2 Trunk 0.0003 18.6 544 0,000 Up. ST -110 55 25 0.024 0.000 Rect 13 12 0.0 0.000 Presize 1,134 8.2 0.285 0.515 --- Duct Name: ST -300, Feeds Into: Rec Roam, Effective Length: 3.4 0,0003 15.2 Trunk 0.0003 15.2 353 0.000 Up. ST -280 55 20 0,014 0m000 Rect 3.4 10 0.0 0.000 Presize 400 17.1 0,278 0.522 -- -Duct Name: ST -290, Feeds Into: Rec Room, Effective Length: 0.8 0,0003 15.2 Trunk 0.0003 12.0 389 0.000 Up. ST-360 55 14 0.010 0.000 Rect 0.8 10 0.0 0,000 Presize 378 3.3 0278 0.522 Trunk 0,0003 15.2 Up: T -230 55 20 I Rect 4.0 10 r Presize 524 20 -- -Duct Name: ST -270, Feeds Into: Rec Ream, Effective Length; 0. Trunk 0.0003 12.9 Up. ST -290 55 14 Rect 0.5 10 Presize 252 2 -- -Duct Name: ST -280, Feeds Into: Rec Room, Effective Length: 0.8 Trunk 0,0003 12.9 Up. ST -340 55 14 Rect 0.8 10 Presize 126 3.3 377 0.001 ° 0,016 0.000 0.0 0.001 0.270 0,521 259 0,000 0.009 0.000 0.0 0.000 0278 0.522 130 0,000 0.003 0.000 0.0 0.000 0278 0.522 -- -Duct Name: ST -230; Feeds Into Rec Roam, Effective Length. 1.0 Trunk 0.0003 152 397 0.000 Up. ST -220 55 20 0.017 0.000 Rect 1.0 10 0.0 0,000 Presize 551 5 0.280 0.520 Y:\ ... \flan 5057.rhv Wednesday, February 12, 2014, 8:08 A -- -duct Name: ST -320, Feeds Into: Mechl Storage, Effective Length: 1. Trunk 0.0003 18.6 521 0.000 Up: ST -080 55 25 0.022 0.000 Rect 1.8 12 0.0 0.000 Presize 1,085 11.8 0.284 0.016 -- -Duct Name: ST-210, Feeds Inter: Rec Roam, Effective Length. 08 Runout 0.0003 Trunk 0.0003 152 486 0:000 Up: T -130 55 20 0.025 0.000 Rect 0.8 10 0.0 0.000 Presize 675 42 0280 0.520 -- -Duct Name: RMT -100, Feeds Inter: 1' echl Storage, Fitting: 1 -1.11, Effective Length: 182.8 152 Trunk 0.0003 16.0 690 0,000 Ur: Pan 55 25 0.043 3.056 Rect 0.8 10 131.9 0,382 Presize 1,197 4.9 0285 0.5151 -- -Duct Name. T -110, Feeds Inte:1itlech/ Storage, Effective Length. 1.3 Trunk 0.0003 18.6 575 0.000 Up: MT-100 55 25 0.026 0.000 Rect 1.3 12 0.0 0.000 Presize 1,197 8,2 0.285 0;515 -- -Duct Name: ST-120, Effective Length: 1.7 Runout 0.0003 7 Trunk 0.0003 12.9 377 0.000 Up; T -380 55 14 0.018 0.000 Rect 1.7 10 0.0 0.000 Presize 366 6.7 0,281 0.519 -- -Duct Name. ST-130, Feeds Into, Rec Room, Effective Length: 2.5 Trunk 0.0003 152 515 0.001 Up: T -380 55 20 0.027 0.000 Rect 2.5 10 0.0 0.001 Presize 715 12.5 0280 0.520 -- -Duct Name: ST -330, Feeds Inter: Mech/ Storage, Effective Length: 1.7 Trunk 0.0003 18.6 524 0.000 Up: ST-310 55 25 0,022 0.000 Rect 1.7 12 0.0 0.000 Presize 1,091 10.3 0284 0.516 -- -Duct Name: RR -380, Supplies: Rec Room, Fittings: 2-1,4-AD, Effective Length. 83.1 Runout 0.0003 7 273 0.006 Up: T -370 128 5.4 0.018 0.009 Rnd 31.4 7.7 51,7 0.015 Presize 73 57.6 0.263 0.537 Y.\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM -- -Duct Name. ST-220, Feeds Inter. Rec Room, Effective Length: 1.2 Trunk 0.0003 152 457 0:000 Up: T -210 55 20 0.022 0.000 Rect 1.2 10 0.0 0,000 Presize 635 5.8 0.280 0.520 -- -Duct Name. SR -390, Supplies: Rec Room, Pitting: 4 -G, Effective Length: 59.6 Runout 0.0003 7 273 0.005 Up: ST -350 128 5.4 0.018 0.005 Fend 25.5 77 33.1 0:011 Presize 73 48.6 0267 0.533 --Duct Name: -360, Feeds Inter.: Rec Room, Effective Length: 0.8 Trunk 0.0003 12.9 424 0.000 Up ST -350 55 14 0;023 0.000 Rect 0.8 10 0.0 0.000 Presize 412 3.3 0.278 0.522 -- -Duct Name:. SR -400, Supplies: BR 5, Fittings. -I, 4 -AD, Effective Length: 57.4 , Runout 0.0003 6 178 0.002 Up: T -300 128 4.7 0.010 0.004 Rnd 16.0 6.6 41.4 0.006 Presize 35 25.1 0:273 0.527 -- -Duct Name; ST -378, Feeds Into: Rec Room, Effective Length: 1.6 Trunk 0.0003 15.2 337 0.000 r Up ST -300 55 20 0.013 0.000 Rect 1.6 10 0..0 0.000 Presize 468 7.9 0.278 0.522 -- -Duct Name. SR -410, Supplies. Rath 4, Fittings: -I, 4 -AD, Effective Length: 30.4 Runout 0.0003 4 69 0.000 Up: ST-20 128 3.1 0.003 0.001 Rnd 9.2 4.4 21.2 0.001 Presize 6 9.6 0278 0.522 -- -Duct Name: SR -420, Supplies: Mech/ Storage, Fittings: 2 -1, 4 -AIM?, Effective Length: 53.4 Runout 0.0003 5 455 0.010 Up. ST -320 128 3.9 0.067 0.026 Rnd 153 5.5 38.0 0.036 Presize 62 20.1 0248 0.552 --- Duct Name: ST -380; Feeds Into: Rec Room, Effective Length: 8.$ Trunk 0,0003 16.9 623 0.003 Up: ST -320 55 25 0.035 0.000 Rect 8.8 10 0.0 0.003 Presize 1,081 51.5 0.281 0.519 Y:l .,: \Plan 50 7.rhv Wednesday, February 12, 2014, 8;08 AM -- -Duct Name: ST -350, Feeds Inter: Rec Room, Effective Length: 0.8 Trunk 0.0003 12.9 453 0.000 Up. ST -370 55 14 0.026 0.000 Rect 0.8 10 0.0 0.000 ! Presize 440 3.3 0273 0.522 --- Duct Name: SR -110, Supplies: Master BR, Fittings: 2-1, 4-G, Effective Length: 68.8 Runout 0.0003 7 195 0.002 Up: ST -160 55 5.4 0.011 0.005 Rnd 13.8 7.7 49:9 0.007 Presize 52 34.5 0.271 0,529 -- -Duct Name: SR -120, Supplies. Master BR, Fittings: 2 -1, 4 -G, Effective Length: 75.3 Runout 0.0003 7 195 0.002 Up: ST -180 55 5.4 0.011 0.006 Rnd 19.0 7.7 56.8 0.008 Presize 52 34.8 0.271 0.529 -- -Duct Name: SR -130, Supplies: WIC 1, Fittings: 2-1,4-H, Effective Length: 30.3 Runout Runout 0.0003 5 183 0..000 Up: ST -170 128 3.9 0.014 0.004 Rnd 2.2 5.5 28.1 0.004 Presize 25 2.8 0273 0.527 -« -Duct Name: SR-1 40, Supplies: Mister Rath, Fittings; 2 -1, 4 -H, Effective Length: 37.1 Runout 0.0000 6 127 0.000 Up. ST -150 128 4.7 0.006 0.002 Rnd 4.8 5.6 32.2 0;002 Presize 25 7.6 0.276 0.524 -- -Duct Name: SR -150, Supplies: Master Bath, Fittings: 2 -1, 4-H, Effective Length: 45.5 Runout 0.0003 6 127 0.000 Up: ST -190 128 4,7 0.006 0.002 Rnd 4.8 6.6 40.6 0.003 Presize 25 7.6 0.277 0.523 -- -Duct Name: SR -160, Supplies: WIC 2, Fittings: 2 -1, 4 -G, Effective Length: 39.6 Runout 0.0003 4 183 0.001 Up. ST -250 128 3.1 0.018 0.006 Rnd 6.7 4.4 33.0 0.007 Presize 16 7 0.272 0.528 -- -Duct Name: SR -170, Supplies: BR 2, Fittings: 2 -1, -G, Effective Length: 77.8 Runout 0.0003 7 157 0.001 Up. ST -250 55 5.4 0.007 0.004 Rnd 18.8 7.7 59.0 0.006 Presize 42 34.5 0.274 0.526 Y:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM --- Duct Name: SR -1003, Supplies: faster BR, Fitting: 4-G, Effective Length: 32.6 Runout 0.0003 7 195 0.001 Up: ST -170 55 5.4 0.011 0.003 Rnd 5.0 7.7 27.6 0.004 Presize 52 9.2 0.273 0.527 -_ -Duct Name: SR-180, Supplies: Bath 2, Fittings: 2-1, 4-H, Effective Length: 40.8 Runout 0.0003 4 115 0.001 Up: ST-140 128 3.1 0,008 0.002 Rnd 152 4.4 25,7 0:003 Presize 10 15.9 0,277 ........ ..... . 0:523 ---Duct Name: SR-190, Supplies: SR 3, Fittings: 2-1, 4-G, 12-S, 12-S, Effective Length: 110.7 Runout Runout 0.0003 7 150 0.002 Up: ST-130 55 54 0.007 0.006 Rnd 29.8 7.7 80.9 0.008 Presize 40 54.7 0.273 O 527 -- -Duct Name: SR-200, Supplies: BR 3, Fittings: 2-1, 4-H, 12-S, 12-S, Effective Length: 96.5 Runout 0.0003 7 150 0.002 Up ST -210 55 5.4 0,007 0.005 Rnd 25.3 71 71.2 0.007 Presize 40 464 0.273 0.527 ---Duct Name: SR-210, Supplies: Laundry, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 50.3 Runout 0.0003 4 149 0.002 Up: ST-220 55 3.1 0,014 0,005 Rnd 142 4.4 362 0.007 Presize 13 14.8 0.273 0.527 -- -Duct Name: SR-220, Supplies: Library, Fittings: 2-1, 4-N, 8-A2, Effective Length: 52.7 Runout 0.0003 6 234 0,000 Up: ST-200 55 47 0,018 0,009 Rnd 0.8 6.6 51.9 0.010 Presize 46 1.3 0.270 0.530 -- -Duct Name: SR-230, Supplies: Library, Fittings: 2-1, 4-N, 8-A2, Effective Length: 59.5 Runout 0.0003 6 234 0.001 Up: ST-240 55 4.7 0.018 0.009 Rnd 7,7 6.6 51.9 0.011 Presize 46 12 0.269 0.531 Report Units: Pressure: in.wg, 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. Number of active trunks: 29 Number of active runouts: 33 Y:\ .,.\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Y.\ ... \Plan 5057.rhv Wednesday, February 12, 2014,3:08 A Total runout outlet airflow: 1,416 Main trunk airflow. 1,197 Largest trunk diameter: 18.6 ST -320 Largest runout diameter: 7 SR-240 Smallest trunk diameter: 6.7 T -170 Smallest runout diameter: 4 S -320 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0325 Supply fan static pressure available: 0.475 Runout maximum cumulative static pressure loss: 0.552 SR -420 Return lass added to supply: 0.133 Total effective length of return { ft,): 405,4 Rsmt Low Total effective length of supply { ft.): 192,3 SR -420 Overall total effective length ( ft.): 597,7 Ssmt Low to SR -420 Design overall friction rate per 100 ft,: 0,079 (Available SP x 1001 TEL) System duct surface area (o Scenario): 906.9 System duct surface area (Scenario 2): 2613 Garage (Linked to duct load) Total system duct surface area: 1190.7 z Y.\ ... \Plan 5057.rhv Wednesday, February 12, 2014,3:08 A Name: RT-14! Feeds From: •• Length: ! Trunk 0.0003 12.9 498 0.002 ? Up: RT -120 75 14 0.029 0.000 Rect 5.5 10 0.0 0.002 1 Presize 484 22 -0.050 0,011 - -- Duct Name: Lew, Returns From: Entry, Fittings. 6a13; 6 -H, 8 -R3C Effective Length: 167.6 Runeut 9.9003 12.9 352 0.000 f Up: RT -150 75 14 0.015 0.020 E Rect 0.0 10 157.0 0,026 Presize 342 0 -0.027 0.026 E -- -Duct Name: Law, Returns From. Kitchen /Nook, Fittings: 6 -R, 6 -H, 8-133C, Effective Length: 167.8 Runout 0.0003 12.9 352 0.000 U: RT -160 75 14 0.016 0.026 Rect 02 10 167.6 0.027 Presize 342 0,7 -0.024 0.027 p --- Duct Name: RMT -100, Feeds From: Mech/ Storage, Fittings: 5 -H1, 5 -N, Effective Length. 219.2 Trunk 0.0003 1&6 680 0.000 Up: Fan 75 25 0.035 0.076 Rect 0.7 12 218.5 0.076 Presize 1,417 4.1 -0.057 0.133 i -- -Duct Name: -110, Feeds From. Mech1 Storage, Effective Length: 7.0 Trunk 0.0003 18.6 680 0.002 Up: RMT -100 75 25 0.035 0.000 Rect 7.0 12 0.0 0.002 Presize 1,417 43.2 -0.055 0.130 - -Duct Name. RT -126, Effective Length: 4.2 I Trunk 0.0003 12e9 498 0.001 Up: RT -170 75 14 0.029 0.000 Rect 4.2 10 0.0 0.001 t Presize 484 16.7 -0.052 0.013 -- -Duct Name: RT -130, Feeds From. Rec Room, Effective Length: 2.0 Trunk 0.0003 16.9 197 0.000 Up: RT -170 75 25 0.004 0.000 Rect 2.0 10 0.0 0.000 Presize 342 11.7 -0.053 0.029 -- -Duct Name. RT -166, Feeds From. Mechl Storage, Effective Length. 3.0 Trunk 0.0003 12.9 352 0.000 a Up: RT -230 75 14 0.016 0.000 Rect 3.0 10 0.0 0.000 Presize 342 12 -0.054 0.027 Y:l ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM --- Duct Name: RT -170, Feeds From: Rec Room, Effective Length: 7.5 Trunk 0.0003 16.9 476 0.002 4 Up: RT -230 75 25 0.021 0.000 Rect 7.5 10 0.0 0.002 I Presize 626 418 -6.053 0.014 -- -Duct Name: RT -180, Feeds From: Rec oom, Effective Length: 11.5 Trunk 0.0003 12.9 352 0:002 Up: RT -210 75 14 0.016 0.000 € Rect 11,5 10 0.0 0.002 r Presize 342 46 -0.050 0.027 -- -Duct Name: RT -210, Feeds From: Rec Room, Effective Length: 8. Trunk 0.0003 16.9 197 0.000 Up: RT -130 75 25 0,004 0,000 Rect 8.5 10 0.0 0.000 Presize 342 49,6 -0.052 0.028 -- -Duct Name: RT -220, Feeds From: Mechl Storage, Effective Length: 4.1 Trunk 0.0003 10 457 0.001 Up: -110 75 7.8 0.031 0.000 Rnd 4.1 10.9 0.0 0.001 Presize 249 10.7 4053 0.129 -- -Duct Name: RT-230, Feeds From: Mechl Storage, Effective Length: 1.5 Trunk 0.0003 18.6 561 0.000 Up: RT -110 75 25 0.024 0.000 Rect 1.5 12 0.0 0.000 Presize 1,168 9.2 -0.054 0.016 i -- -Duct Name: Bsmt Low, Returns From: Mechl Storage, Fittings: 6 -C, 6 -C, 8 -A2, Effective Length: 175.2 Runout 0.0003 10 457 0.000 Up: RT -220 75 7.8 0.031 0,053 f Rnd 0.0 10.9 175.2 0.053 Presize 249 0 0.000 0.053 --- Duct Name: M tr Ceiling, Returns From: Master BR, Fittings: 6-C, •L, Effective Length: 77.9 Runout 0.0003 12 315 0.002 S Up: RT -140 75 9.3 0.012 0.008 Rnd 13.2 13.1 641 0.010 Presize 247 41.6 0.040 0.010 -- -Duct Name: Hall Ceiling, Returns From: Library, Fittings: 6 -C, 6 -L, Effective Length: 73.1 Runout 0.0003 12 302 0.001 i Up: RT -140 75 9.3 0.012 0.007 Rnd 9,0 13.1 64.1 0.008 Presize 237 28.4 - 0.041 0.008 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 Ali System duct surface area (No Scenario): 247.6 ! System duct surface area (Scenario 1); 70 Attic (Linked to duct load) System duct surface area (Scenario )_ 22 Garage (Linked to duct load) F Total system duct surface area: 039.6 Y:\ ... \Flan 6057.rhv Wednesday, February 12, 2014, 6:06 AM R6.2 Door: Door-U=.161 41.8 465 0 148 148 15815 -Ow -9: Wall- 1194.4 4,238 0 74 74 151315-0w-8: Wall-Basement,, framing with R-15 sill to 225.6 794 0 13 13 floor in 2 x 4 cavity, core, no board insulation, plus Tons (Based On interior finish, wood studs, 8' floor depth 15B11 -Ow -9. Wall- 74.5 292 0 7 7 Basement R11 -9. Wall-Basement, Custom, -11 599.9 2,195 0 36 36 Basement wall 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 30482 13,672 0 2,237 2,23• no board insulation, siding finish, wood studs 16B-38: Roof /Ceiling -Under Attic with Insulation on Attic 17872 3,205 0 2,138 2,138 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21A -2: Floor-Basement, Concrete slab, any thickness, 2 1153 1,591 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide 21 A-32-c: Floor-Basement, Concrete slab, any thickness, 321.8 444 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32' wide 20P-30: Floor-Over open crawl space or garage, Passive, 317 766 0 66 66 blanket insulation, any cover"', Subtotals for structure: 38,892 0 19,794 19,794 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting. 0 0 Ductwork: 5,076 -217 1,744 1,527 Infiltration: Winter CFM: 150, Summer CFM: 150 9,313 -3,257 2,161 -1,096 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.30 gal/day: 2,309 0 0 0 AED Excursion: . ...... .. . ... ... . . .......... ......... 0 0 1,988 1 988 Total Building Load Totals: 55,590 -2,274 28,267 25,993 Total f - bleating -- A --- equired Including Ventilation Air: 55,590 Btuh 55.590 M Total Sensible Gain: 28,267 Btuh 100 % Total Latent Gain: -2,274 Btuh 0 % Total Cooling Required Including Ventilation Air: 28,267 Btuh 2.36 Tons (Based On Sensible + Latent) 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. 94-S data at your design conditions. Y:\.,.\Plan 5057.rhv Wednesday, February 1 2, 2014, 8:08 AM R6.2 Door: Door-U=.161 41.8 465 0 148 148 15B15 -0w -9: Wall- 1194.4 4,238 0 74 74 15B15-0w-8: Wall-Basement,, framing with R-15 sill to 225,6 794 0 13 13 floor in 2 x 4 cavity, core, no board insulation, plus Tons (Based On interior finish, wood studs, 8' floor depth 15811 -0w -9. Wall- 74,5 292 0 7 7 Basement R11 -9. Wall-Basement, Custom, R -11 599.9 2,195 0 36 36 Basement wall 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 3048.2 13,672 0 2,237 2,237 no board insulation, siding finish, wood studs 168 -38: Roof/Ceiling-Under Attic with Insulation on Attic 1787.2 3,205 0 2,138 2,138 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1153 1,591 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide 21A-32-c: Floor-Basement, Concrete slab, any thickness, 321.8 444 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32` wide 20P-30 Floor-Over open crawl space or garage, Passive, 317 766 0 66 66 R-30 blanket insulation, any cover Subtotals for structure: 38,892 0 19,794 19,794 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,20 Lighting: 0 0 0 Ductwork: 5,076 -217 1,744 1,527 Infiltration: Winter CFM: 150, Summer CFM: 150 9,313 -3,257 2,161 -1,096 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.30 gal/day: 2,309 0 0 0 AD Excursion: ­111-11-1-11- .. ............... . ............. 0 ..... .... .. - 0 1, 988 1,988 System I Whole House System Load Totals: 55,590 -2,274 28,267 25,993 z5upply ut-tv: Square ft. • Room Area: 1,200 CFlT,1 Per Square ft.: 4,298 Square ft. Per Ton: 42,222 RM Total Heating Required Including Ventilation Air: 55,590 Btuh 55.590 MBH Total Sensible Gain: 28,267 Btuh 100 % Total Latent Gain: -2,274 Btuh 0 % Total Cooling Required Including Ventilation Air: 28,267 Btuh 2.36 Tons (Based On Sensible + Latent) data at your design conditions. ---------- Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Cooling System Type, Standard Air Conditioner Outdoor Model. CA13NA036 .... (A R) Indoor Model: CNPV*4221AL* +TDR Tradename: 13 SEER PURQN AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AFRI Reference No.. 6305468 Nominal Capacity: 33000 Efficiency. 13 SEER Heating System Type. Natural Gas Furnace Model: 5SC213080S21 - -20 Tradename: Carrier Manufacturer. CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 75000 Efficiency: 02.1 AEUE } r i i Y.\ .,, \Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM Room length. 928.9 ft. System Number. 1 Room Width: 1.0 ft. Zone Number. 1 Area. 929.0 s.ft. Supply Air: 145 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.9 AC/hr Volume. 9,444.0 cu.ft. Req. Vent.. Clg. 0 CFM Number of Registers Actual Winter Vent.. 0 CFM i Percent of Supply.. 0 % Actual Summer Vent.. 0 CFM Percent of Supply. 0 % Actual Winter lnfil.. 6 CFM Actual Summer lnfil.. 6 CFM i SW -Wall- 16816 -Ow -9 15 X 102 SE-Wall- 15131 5-Ow-9 10 X 192 152.6 101.7 0.047 0.047 16 547 3.6 364 0.1 0.1 0 0 11 7 r SW- Wall - 161316 -Ow -8 13 X 10.2 1162 0.047 3.5 410 0.1 0 ; 7 NW- Wall -15131 5-Ow- 10 X 103.2 101.7 0.047 3.6 364 0.1 0 7 SW- Wall®151315 -Ow- 7.5 X 10.2 76.5 0.047 3.6 274 0.1 0 5 NW-Wall- 15131 5-Ow-9 7.7 X 10.2 78 0,047 3.6 279 0.1 0 5 SE -Wall -151311 -Ow -9 7.3 X 10.2 74,5 0.051 3.9 292 03.1 0 7 NF- Wall- 15[315 -Ow -9 31.5 X 320.4 0.047 3.6 1,148 0.1 0 22 ? 10 }.2 SE-Wall-15B15-Ow-9 17.8 X 165.3 0.047 3.3 552 0.0 0 10.2 SW -Gis ®Atrium shgc -0,33 O %S 16 0.310 21.4 342 30.8 0 492 E S -0 is- Atrium shgc -0.33 O %S 16 0310 21.4 342 30.8 0 492 Floor -21 A-32 1 X 928.9 928.9 0.020 1.4 1,282 0.0 0 0 Subtotals for Structure. 6,196 0 1,058 lnfil.. Win.. 6.2, Sum. 158 2.422 383 0.563 -134 89 Ductwork: 693 82 AFR Excursion. 93 Room Totals:. 7,272 -134 1,321 t Y ...\Plan 50 7.rhv Wednesday, February 12, 2014, 8..08 AM 14.3 ft. System Number: °I I 12.3 ft. Zone Number: 1 0.047 3.5 177.0 sq.ft. Supply Air:: 35 CFM 102 ft. Supply Air Changes: 1.2 AC/hr 1,706.0 cuft. Req. Vent. Clq: 0 CFM r 1 0 Actual Winter Vent.: 0 CFM 0,020 1.4 244 Percent of Supply.: 0 % Subtotals for Structure: Actual Summer Vent.: 0 CFM 0 425 Percent of Supply: 0 % 106 0.570 Actual Winter Infil.; 2 CFM Actual Summer Infil.: 2 CFM 10.2 NW- Wall - 15515 -Ow -8 12.3 X 100.4 0.047 3.5 384 0.1 0 6 10.2 NW -GIs- Atrium shgc -0.33 0 °IBS 16 0.310 21.4 342 25:0 0 400 Floor-21A-32 1 X 176.3 176.3 0,020 1.4 244 0.0 0 0 Subtotals for Structure: 1,402 0 425 Infil.: Win.: 1.7, Sum.: 13 44 2.410 106 0.570 -37 25 Ductwork: 168 32 AED Excursion: I'll 6 . Room Totals: 1,766 -37 518 i 3 i i tp i i f I i 4 I i 1 i s s 3 i e:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Room Length: 92 ft. System Number: 1 Room Width: 52 ft: Zone Number: 1 Area: 47.0 sg.tt: Supply Air: 6 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.7 AC /hr Volume: 482.0 cu.ft. Reg. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 %p g Actual Summer Vent.. 0 CFM Percent of Supply. 0 % Actual Winter Infl.. 0 CFM Actual Summer Infil.: 0 CFM i NW -Wall- 15815 -Ow- 9 5.2 X 10.2 52.6 0.047 3.6 188 0.1 0 t 4 Floor -21 A-32 1 X 474 47.4 0.020 _ 1.4 . 6 r . 0.0 �_ _ 0 _ 0 11-1 i _ Subtotals for Structure: 253 0 4 Infil.. Win.. 0.2, Sum. 6 2.377 15 0.634 -5 4 Ductwork. 28 1 AED Excursion: 1 Room Totals: 296 -5 9 I 4 i } i i i 1 �A ... \Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM Ig. & clg, Occurrences: 1 321.8 ft. System Number: 1 125.4 1.0 ft. Zone Number: 1 0 322.0 sq.ft. Supply Air. 62 CFM 102 ft. Supply Air Changes: 1.1 AC /hr 3,2'71.11 cu.ft. Req. Vent. Clg: 0 CFM 1 Actual Winter Vent.. 8 CFM Percent of Supply.. 0 % NE -Wall- Basement R11 -9 6 X 61 .Actual Summer Vent.: 0 CFM t 0.1 0 Percent of Supply. 0 % Actual Winter Infll.: 3 CFM SE- Wall - Basement R11 -9 11.8 Actual Summer Infil.: 3 CFM 111.2 NE- Wall - Basement R11 -9 12.3 125.4 11.651 3.7 463 0.1 0 8 X 111.2 E SE- Wall - Basement R11 -9 8.5 X 86.4 0.051 3.7 316 0.1 0 10.2 NE -Wall- Basement R11 -9 6 X 61 0.051 3.7 223 0.1 0 4 10.2 SE- Wall - Basement R11 -9 11.8 120.3 0.051 17 440 0.1 0 7 X 10.2 Floor-21A-32 1 X 321.8 321.8 0.020 1.4 444 0.0 0 0 Subtotals for Structure. 2,639 0 36 Infil.; Win.: 2.8, Sum.: 2.8 72 2.417 174 0.556 -61 40 Ductwork: 296 AED Excursion: . Room Totals: 3,109 -61 88 l Y:\ ...\Plan 5057.rhv Wednesday, February 1, 2014, 8.08 AM Room Length: 151.8 ft. System Number: 1 0.7 Room Width: 1.0 ft. Zone Number: 1 21.4 Area: 152,0 sq.ft. Supply Air: , 67 CF"M Ceiling Height: 10.2 ft. Supply Air Changes: 2.6 AC /hr Volume: 1,543.0 cu.ft. Reef. Vent, CIg: 0 CF Number of Registers: 2 Subtotals for Structure: Actual Winter Vent.: 0 CPM 1,800 0 Percent of Supply.: 0 % t 2.422 661 Actual Summer Went.: 0 CPM f Ductwork :: Percent of Supply: 0 % 08 i Ate Excursion: Actual Winter Infil.: 11 C M Actual Summer Infil.: 11 CM S - Wall- 12P -0sw 11.6 X 10.2 1163 0.065 4.5 455 0.7 0 81 SW -GIs- Atrium shgc -0.33 0 %S 12 0.310 21.4 257 30.8 0 360 ° W -GIs- Atrium shgc -0.33 0 %S 12 0.310 21.4 257 30.8 0 369 S -Gis- Atrium shgc -0.33 0 %S 10 0.310 21.4 _ 214 30.7 0 307 Subtotals for Structure: 1,800 0 1,220 i Infil,: Win.: 10.6„ Sum.: 10.6 273 2.422 661 0.581 -231 153 i Ductwork :: 250 08 i Ate Excursion: } 111 Room Totals; 2,720 _231 1,582 Y:\...\Pian 5057.rhv Wednesday, February 12, 2014, 8 :08 A . ............. ----------- [betailed Room Loads - Room 6 - Mud Room qqedyr,�-- Calculation Mode: Htg. & c1g. Occurrences: Room Length: 13,2 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: I Area: 79.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 2,6 AC/hr Volume: 803.0 cu,ft. 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.: 8 CFM Actual Summer Infil,: 8 CFM NE-Wall-12F-Osw 13.2 X 10.2 116.1 0.065 4.5 521 0.7 0 85 SF:- Wall - 2F-0sw 6 X 10.2 53 0.065 4.5 238 0.7 0 39 NE-Door-R6.2 Door 2.7 X 6.7 17.8 0.161 11.1 198 3.5 0 63 SF -GIs- Atrium shgc-0.33 O%S 8 0,310 21.4 171 30.8 0 Subtotals for Structure: 1,128 0 433 Infil.: Win.: 7.6, Sum.: 7,6 195 2.421 472 0:559 -165 109 Ductwork: 168 39 AED Excursion: . .. ..... .. . .... . ..... ......... .. ......... ... .. .. ..... .... . ..... . .... . ... .. . .. .... --------- .... ... .. . 44 Room Totals: 1,768 -165 624 L . .. ..... ... Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Room Length: 398.6; ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area:. 399.0 sq.ft. Supply Air: 265 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 4.2 AC/hr Volume: 4,053.0 cu-ft. , Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 Actual Summer Vent.: 0 CM Percent of Supply: 0 % Actual Winter Infil.: 19 CM Actual Summer Infil.: 19 CFM SW- Wall- 12F -0)sw 13 X 102 NW-Wall- I 2F-Osw 10.1 X 10.2 87.E 36.5 0.065 0.065 4.5 391 4.5 173 0.7- 0.7 0 0 64 28 NE- Wall- 12F -Osw 14.8 X 102 150.8 0.065 4.5 676 0.7 0 111 SE- Wall- 12F -Osw 9.9 X 10.2 70.7 0.065 4.5 017 0.7 0 52 S -GIs- Atrium she -0.33 0 %S 15 0.310 21.4 321 30.7 01 431 SW -Gls- Atrium shgc -0.33 O%S 15 0.310 21.4 321 30.7 0 461 SW -GIs- Atrium shgc- 0.33 O %S 15 0.310 21.4 321 301 0 461 NW -GIs- Atrium shgc- 0.33 'O %S 64 0.310 21.4 1,369 25.6 0 1,636 SE -GIs- Atrium shgc -0.33 O%S 15 0.310 21.4 321 30.7 0 461 SE -Gis- Atrium shgc -0.33 0 °PAS 15 0.310 21.4 321 30.7 0 461 UP -Cell- 1613 - 8 128.3 X 1 1283 01.026 1.8 230 1.2 0 153 Subtotals for Structure: 4,761 0 4,349 Inf l.: Win- 19.0, Sum.: 19.0 486 2.421 1,177 0.561 -412 273 Ductwork: 625 414 AED Excursion: 472 Equipment: _ r_ e . _ . 0 _ ., 1,200 Room Totals: 6,563 -412 6,708 526.9 ft. System Number: 1 1,088 1.0 ft. Zone Number: 1 76.3 527.0 sq.ft. Supply Air: 166 CFM 10.2 ft. Supply Air Changes: 1.9 AC/hr 5,357.0 cuft. Req. Vent. CIg: 0 CFM 15 0.310 Actual Winter Vent.: 0 CF 0 461 Percent of Supply.: 0 % 21.4 321 Actual Summer Vent.: 0 CFM 1 SW -GIs- Atrium shgc- 0.330 %S 30 Percent of Supply. 0 % 30.7 O Actual Winter Infil.: 23 GPM 0.310 21.4 Actual Summer Infil.. 23 CFM NW-Wall- 1 2F-Osw 25.3 X 102 242.5 O 065 4.5 1,088 0,7 0 173 SE- Wall- 12F -Osw 7.5 X 10.2 76.3 0.065 4.5 342 0.7 0 56 NE- Wall- 12F -Osw 3.5 X 10.2 35.4 0.065 4.5 159 0.7 0 26 SW -GIs- Atrium sh e -0.33 O%S 15 0.310 21.4 321 30.7 0 461 SW- GIs - Atrium shgc- 0.330 %S 15 0,310 21.4 321 30.7 0 461 SW -GIs- Atrium shgc- 0.330 %S 30 0.310 21.4 642 30.7 O 922 NW -GIs- Atrium shgc- 0.33 O %S 15 0.310 21.4 321 25.6 0 384 Subtotals for Structure: 3,921 0 2,607 } Infil.: Win.: 23.1, Sum.: 23.1 591 2.420 1,431 0.561 -501 332: t Ductwork: 564 242 AED Excursion: 275 1 People: 200 Iatlper, 230 sen6per: _ _ �. _ _�_ _ 400 460 Room Totals: 5,916 -101 3,916 ( i d l Y I i Z t, f 7:\ ... \Plan 5057.rhu Wednesday, February 12, 2014, 8:08 AM Room Length: 8.5 ft. System dumber: 1 Roam Width: 5.7 fit. Zane dumber. 1 Area: 48.0 sqt. Supply Air: 11 CFM Ceiling Height: 10.2 tL Supply Air Changes: 1.3 AC/hr Volume: 490.0 cu.ft. Req. Vent. Ci 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 Infil.: 2 CFM Actual Summer Infil.: 2 CF NW- Wall- 12F -Os r 5.7 X 10.2 573 0.065 4.5 259 0.7 0 42 UP -Ceil- 1613 -38 48.2 X 1 482 0.026 1.8 86 1.2 0 58 Subtotals for Structure: 345 0 100 Infil.: Win.: 2.3, Sum.: 2.3 58 2.428 140 6.555 -49 ' 32 Ductwork: 51 AED Excursion: 11 Room Totals: 536 -49 152 Y:\...\Plan 5057.rhv Wednesday, February 1, 2014, 8:08 AM Room Length: 178.8 ft. System Number: 1 Room Width: 1.0 ft. Zane Number: 1 Area: 179.0 sq.ft. Supply Air: 87 CFM Ceiling Height: 102 ft. Supply Air Changes: 2 .9 AC/hr Volume: 1,818.0 cu.ft. Req.. Vent, Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.. 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 14 CFM i I NW-Wall- 1 2F-Osw 14.5 X 102 132.5 0,065 4.5 594 0,7 0 I 97 NE- Wall -12F -O w 123 X 10.2 105.4 0.065 4.5 473 0..7 0 ' 77 SE- Wall- 12F -Osw 8.5 X 10.2 86.1 0.065 4.5 386 0.7 0 63 NW -GIs- Atrium shgc -0,33 O %S 15 - 0.310 21.4 321 25.6 0 384 NE -CI- Atrium shgc -0.33 O °IBS 20 0.310 21.4 428 25.6 0 511 # 6R -38 178.8 X 1 LIE"- Ceil -1 _ _ _ 178.8 0.026 _ 1.8 321 1.2 0 214 Subtotals for Structure: 2,523 0 1,346 Infil.: Win.. 14.0, Sum.: 14.0 359 2.421 869 0.563 -304 202 Ductwork: 357 126 AFC Excursion: 144 People. 200 latiper, 230 senlper. 1 200 230 Room Totals. 3,749 -104 2,048 i 7 } } 1 i P 1 I i 3 . ._- .. �_w_ ...m. 1 . a �. -\ , \Plan 5057.rhv Wednesday, February 12, 2014, 8:.08 AM & cltg. 113.7 0.065 Occurrences: 1 0.7 91.7 ft. System Number: 1 11.1 1.0 ft. Zone Number: 1 UP-Ce l- 1613-33 85 1 92.0 sq.ft. Supply Air: 34 CFM 102 ft. Supply Air Changes: 22 AC/hr 932.0 cu.ft. Req. Vent. Clg: 0 CFM 1 435 Actual Winter Vent.: 0 CFM Ductwork: Percent of Supply.: 0 X14 29 ; Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.. 7 CFM 463 i J Actual Summer Infil,. 7 CFM SE-Wall- I 2F-Osw 11.7 X 102 113.7 0.065 4.5 532 0.7 0 37 NE-Door-R6.2 Door 3 X 3 24 0.161 11.1 267 3.5 0 8 UP-Ce l- 1613-33 85 1 35 0.026 1.13 152 1:2 0 102 Subtotals for Structure: 1,117 0 301 Infil.. Win.: 7.0, Sum.: 7.0 130 2.421 435 0.562 -152 101 Ductwork: 163 29 ; AED Excursion. 33 i Ream Totals: 1,715 -152 463 i J (.\ ...\Plan 5057.rhv Wednesday, February 12, 2014, €3;03 AM Room Length: 275.6 "ft. System Number: 1 Room Width: 1.0 €t. Zone Number: 1 Area: 276.0 s.ft. Supply Air: 156 CFM Ceiling Height: 9.1 tt. Supply Air Changes: 3.7 AC/hr ` Volume: 2,5010 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter pent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 12 CM Actual Summer Infil.: 12 CFM SW- Wall- 12F -Osw 16:5 X 3.1 SE- Wall- 12F -Osw 17 X'9.1 94,7 129.4 4.065 0.065 4,5 44 4.5 500 0. O:7 0 0 Oil 95 SW- GIs - Atrium s gc -0.30 O %S 15 0.310 21.4 321 00.7 0 461 s SW- GIs - Atrium shgc- 0.33 0 %S 15 0.310 21.4 321 30.7 0 461 S- GIs - Atrium hgc -0.33 O %S 20 0310 21.4 428 30.8 0 615 SE- GIs - Atrium hgc -0.33 O %aS 12.5 0314 21.4 267 30.7 6 384 S -GIs- Atrium shgc -0.:33 O %S 12.5 0.310 21.4 267 30.7 0 384 LIP- Ceil -1S -8 275.6 X 1 275.6 0,026 1.8 494 12 0 330 Subtotals for Structure: 3,085 0 2,97 Infil.: Win.: 11 .5, Sum.: 11.5 295 2.420 714 0.563 ®250 166 Ductwork: 400 227 AED Excursion: 259 People. 200 laVper, 230 spnlper: _. , . _. 230 Room Totals: 4,199 -50 3,679 t! i (:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8;08 AM Room Length. 180.9 t. System (umber. 1 180.0 0.026 1.8 325 1.2 Room Width. 1.0 ft. Zone lumber: 1 788 Area: 181.0 sq.ft. Supply Air: 42 CFM Ceiling Height. 9.1 ft. Supply Air Changes. 1.5 AC /hr Volume. 1,644.0 cu.ft. Req. Vent. Clg. 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 Inf ►l.. 5 CFM Actual Summer Infil.. 5 CFM 3 SW -CPIs- Atrium shgc -0.33 O %S 16 0310 21.4 342 30.8 0 492 UP -Cell- 1613-38 180.9 X 1 180.0 0.026 1.8 325 1.2 0 216 p Subtotals for Structure. 1,158 0 788 Infil.. Win, Sum.. 4.9 126 2.421 304 0.557 -106 70 Ductwork: 154 51 AED Excursion: 70 i Room Totals: 1,616 _106 989 �:\—\Plan 5O57.rhv Wednesday, February 12, 2014, 8 :08 AM Room Length: 5.3 ft. System Number: 1 Room Width: 13.3 ft. Zone Number: 1 2 Area: 71.0 sq.ft. Supply Air: 10 CFM z Ceiling Height: 9.1 ft. Supply Air Changes: 1.0 AC /hr Volume: 845.0 cu.ft. Req. Vent. CIg: 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 Infil.: 2 CFM v Actual Summer Infil.: 2 CFM r SW- Wall- 12F -8sw 5.3 X 9.1 P -Ceil- 1813 -38 71.1 X 1 48.4 71.1 0.055 4.5 217 0.7 0.028 1.8 128 1.2' 0 0 38 85 Subtotals for Structure: 345 0 121 Infil.: Win.: 1.9, Sum.: 1.9 48 2.418 117 0.558 -41 27 I Ductwork: 49 11 AE Ex cursion: 12 _ Room Totals: 511 -41 171 i I i l E i z 3 i i s i ` s 7 3 i ... \Plan 5057.rhv Wednesday, February 12, 2914„ 8:08 AM Ream Length; 191.3 ft. System Number: Room Width, 1.0 ft. Zone Number.. Area C M sq.ft, Supply Air. Ceiling Height: 9.1 ft. Supply Air Changes: Volume: 1,738.0 cu.ft. Req. Vent. Clg; Number of Registers: 2 0 Actual Winter Vent.: UP- Ceil- 16R -38 191.3 X 1 1... --- ,.- ._.,..,, 11_1_1 _11„_1.._. ._. 111.1.. 191.3 111_ _ ,.. ._.. 1. 0.026 11 1_1.,... „. - .- 11 Percent of Supply.:. 343 _ .,.. ,. 1.2 ._.111..1 . . -. ... .._ 0 .. .� . 1 -- 1,111.._ Actual Summer Vent. Subtotals for Structure: Percent of Supply; 2,018 0 Actual Winter Infil,: Infil.: Win.: 10.2, Sum.; 10.2 260 Actual Summer Infil.; NW- Wall- 12F -Osw 13.5 X 9.1 t 0.065 4.5 Y y}�� Y � Y .�y Y 1 8 F / CFM 2.8 AC /hr t 0 C M 0_CM 21.4 428 � Pf�a � yy 0 p C M t 0 % 10 CM 10 CFM NW- Wall- 12F -Osw 13.5 X 9.1 112.6 0.065 4.5 505 0.7 0 83 SW- Cls- Atrium shgc -0.33 O%S 20 0..310 21.4 428 30.6 0 615 NW- GIs- Atrium shgc -0.33 0 %S 10 0.310 21.4 214 25.6 0 256 I UP- Ceil- 16R -38 191.3 X 1 1... --- ,.- ._.,..,, 11_1_1 _11„_1.._. ._. 111.1.. 191.3 111_ _ ,.. ._.. 1. 0.026 11 1_1.,... „. - .- 11 1.8 .M . ... .. .1111.. 343 _ .,.. ,. 1.2 ._.111..1 . . -. ... .._ 0 .. .� . 1 -- 1,111.._ 229 .. 1 11 1 �,....__ ! Subtotals for Structure: 2,018 0 1,269 Infil.: Win.: 10.2, Sum.; 10.2 260 2.420 630 0.561 -220 146 Ductwork: 279 117 z AD Excursion: 133 People: 200 latter, 230 sen /per. v. _ _ 1111 . 200 230 Roam Totals: 2,927 -20 1,895 I t i 4 I I j I Y:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Room Length: 61 .4 ft. System Number: 1 Room Width. 1.0 ft. Zone Number: 1 Area, 61,6 sq.ft. Supply Air: 13 CFM Ceiling Height: 9.9 ft. Supply Air Changes: 1.4 AC/hr Volume: 556.0 cu.ft. Re q. Vent. Clg: 0 CFM Number of Registers: 9 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.. 0 CFM Percent of Supply. 0 % Actual Winter Infil.. 1 CFM I Actual Summer Infil.. 1 CFM NW- Wall'12F -Osw 4.2 9.1 31.9 0.065 4,5 143 0.7 0 t 23 NW -GIs- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 UP- Ceil- 1613-38 61.4 X 1 61.4 0.026 1,8 110 Subtotals for Structure: 381 0 249 Infil.: Win.: 1.5, Shim.: 1.5 38 2.430 92 0.555 -32 21 E Ductwork: 60 19 AED Excursion: 2) 2 Room Totals: 523 -32 311 j Y:t ...\Plan 505 ".rhv Wednesday, February 12, 2014, 8:.08 AM Room Length: 269.2 ft. System Number: 1 f Room Width: 1.0 ft. Zone Number: 1 4.5 Area: 269.0 sq.ft. Supply Air. ; 93 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 23 AC /hr Volume. 2,445,3 cu.ft. req. Vent. Clg: 0 CFM f Number of registers: 2 NF -GIs- Atrium shgc - 0.33 O %S Actual Winter Vent.: 0 CFM i 128 25.5 0 Percent of Supply.: 0 % 0310 21.4 128 Actual Summer Vent.; 0 CFM NF -GIs- Atrium shgc -0.33 O %aS 6 0.310 Percent of Supply. 0 %b 0 153 N -GIs -- Atrium shgc -0.33 O %S Actual Winter Infl.: 11 CM 128 25.5 0 Actual Summer Infil.: 11 CFM NF- Wall -1 F -Osw 11.7 X 9.1 94 0.065 4.5 421 0.7 0 69 j NW- Wall- 12F -Osw 1.1 X 9.1 10.4 0.065 4.5 46 0.7 0 8 NE-Wall-I 2F-Osw 107 X 9.1 78.9 0.065 4,5 354 O.7 0 58 NW -GIs- Atrium shgc -0.33 O %S 9 0.310 21.4 193 25.6 0 230 t NF -GIs- Atrium shgc - 0.33 O %S 6 0310 21.4 128 25.5 0 153 NF- Gls- Atrium shgc -0.33 O %S 6 0310 21.4 128 25.5 0 153 NF -GIs- Atrium shgc -0.33 O %aS 6 0.310 21.4 128 25.5 0 153 N -GIs -- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 NE-GIs-Atrium shgc -0.33 %S 6 0.310 21.4 128 25.5 0 153 UP- Ceil- 16rm38 2692 X 1 2692 0.026 1.8 483 12 0 322 Floor- 20P -30 1 X 35.3 35 0.035 ... . .. 2.4 85 0.2 0 7 Subtotals for Structure. 2,501 0 1,505 Infil.. Win.: 11 .1, Sum.. 11x1 284 2.420 688 0.563 -241 160 .ductwork. 336 135 AFII Excursion: 154 f People: 200 lat/per, 230 se / per: 1 200 230 } Room Totals: 3,525 -41 2,183 I Y :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM 188.6 ` ft. System Number: ; 1.0 ft. Zone lumber: 189.0 sq.ft. Supply Air:' 9.1 ft. Supply Air Changes: 1,710.0 'cu.ft. Req. Vent. Clg: 2 0 Actual Winter Vent.: 7 CFM Percent of Supply.. CFM } 0 ` Actual Summer Vent.: NE -Gls- Atrium shgc -0.33 O %S 7 Percent of Supply: 21.4 150 Actual Winter Enfil.: 0 179 Actual Summer lnfl.: 1 102.6 1 3 51 CFM 1.8 AC/hr 0 CFM 0 CFM 0 % 0 CM 0 % 7 CFM 7 CFM } NE- Wall- 12F -Osw 16.2 X 9.1 102.6 0.065 4.5 596 0.7 0 08 SE- Wall- 12F -Osw 2.2 X 9.1 19.5 0.065 4.5 88 0.7 O ' 14 NE- Gls- Atrium h e -0.33 0 %S 7 0.310 21.4 150 25.6 0 ` 179 NE -Gls- Atrium shgc -0.33 O %S 7 0.310 21.4 150 25.6 0 179 UP- Ceii -16 -38 188.6 X 1 188.6 0.026 1.8 338 1.2 0 226 s Floor- 20P -30 1 179.7 . ,.. __. . �. 179.7 �..�. .�.. 0 0 _..... 2.4 434 0.2 _ m 0 8� i Subtotals for Structure; 1,838 0 I 747 lnfil.: Win.: 7.2, Sum.: 7.2 185 2.421 447 0.563 -156 104 Ductwork: 241 61 AED Excur3 _ sion,., .. _.... _. _ ...., ..., __.._ ...,....._ Room Totals: 2,526 156 960 s i t 1 i i f e :\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM Room Length: 5.3 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 Area: 51.0 sq.ft. Supply Air: 25 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 13 AC/hr Volume:. 460.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM a Percent of Supply.: 0 % Actual Summer Vent.: 0 CM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM N - Wall- 12F -Osw 5.3 X 9.1 SE- Wall- 12F -Osw 9.5 X 9.1 48.4 66.3 0.065 4.5 217 0.065 4.5 387 OY 0.7 0 0 36 I 63 UP- Ceii- 16R -38 50.7 X 1 501 0.926 1.8 91 1.2 0 6i Floor-20P-30 1 X 49.5 49.5 0.035 2.4 120 02 0 to Subtotals for Structure: 815 0 170 j Infil.: Win.: 5.3, Sum.: 5.3 135 2.421 326 0.564 -114 76 I Ductwork: 120 17 4 ADD Ex ursron ___ .... Room Totals: 1,261 -114 283 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Room Length: 6.0 ft. System Number: 1 Room Wreath: 9.7 ft. Zone Number: 1 Area: 58,0 sq.ft. Supply Air: 16 CFM Ceiling Height: ' 9.1 ft. Supply Air Changes: 1,8 AC/hr Volume: 527.0 cu.ft. Req. Vent. Clg: 0 CFM , Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent,: 3 CM Percent of Supply: 0 % Actual Winter Infil,: 2 C FM Actual Summer Infil.: 2 CFM NE- Wall- �2F -Osw 6 X .1 NE -Gas- Atrium shgc -0.33 O %S 48.5 6 0.065 4,5 21.°7. 0310 21.4 128 0.7" 25.5 0 0 35 153 UP-Cefl-1613-38 58 X 1 58 0.026 1.8 104 12 0 69 Floor- 20P -30 1 X 52.5 52.5 0,035 2.4 127 0.2 0 11 Subtotals for Structure._ 576 0 269 Infil.: Win.: 2.1, Sum.: 2.1 54 2.423 132 0.569 -46 31 Ductwork: 75 21 AEC Excursion: 1-1 11 _. e_. _ _.e _ _ ��� a. _ - . ,_ ......._, -� _ _�_ _ .. 24 Room Totals: 783 -46 346 Y,\ ,,. \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM I Rec Room 929 7,272 145 7,7 1,321 -134 73 145 2 BR >5 177 , 1,766 35 6 _ 518 -37 29 35 3 Bath 4 47 296 6 4 9 -5 1 4 Mech/ Storage :322 3,109 62 5 88 -61 5 62 ! Project Rm 152 2,720 54 6,6 1,582 - 231 88 67 6 Mud Room 79 1,768 35 6 624 -165 35 35 7 Kitchen /Nook 399 6,563 131 7,7,7,7 6,768 -412 873 285 8 Great Room 527 5,916 118 7,7,7 - 3,916 -101 218 166 9 Bath 3 - 48 536 11 4 - 152 -49 8 11 10 BR4 /Opt Study 179 3,749 75 7,7 - 2,048 ®104 114 87 11 Entry 92 1,715 34 5 _ 463 -152 26 34 12 Master BR 276 4,199 84 7,7,7 _ 3,679 -50 205 156 13 BR 2 181 1,616 32 7 - 989 -106 55 42 14 Bath 2 71 511 10 4 - 171 -41 9 10 ; 15 BR 3 191 2,927 59 7,7 1,895 -20 105 80 16 Laundry 61 523 10 4 311 -32 17 13 { 17 Library 269 3,525 71 6,6 - 2,183 -41 121 93 18 Master Bath 189 2,526 51 6,6 - 980 -156 55 51 19 WIC 1 51 1,261 25 5 - 283 -114 16 25 20 WIC 2 58 783 16 4 x346 -46 19 16 Humidification 2,309 Duct Latent -217 System 1 total 4,298 55,590 1,666 _ 28,267 -2,274 1,572 1,200 � System 1 Main Trunk Size. 25xl0 in. Velocity: 690 ft. /min Loss per 100 ft.: 0.043 inwg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within Natural Gas Furnace 5951: 2B080S21 - -20 Carrier Natural Gas or Propane Furnace 92.1 AFUF 75000 n/a n/a n/a g •• S tandar d V a i." A Co nditio ner C ° 3 `ii C M• R P , 33,0 B tuh 63 95 46 8 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014,8:08 AM Actual. 2.75 100% 33,000 0 33,000 « i ii «• x � a i i a i « i � • • • W i ° «•i Zone 1 35 6 6 1 Rec Room *145 145 145 2 BR 5 35 35 35 11 Bath _4 *6 6 6 4 Mech/ Storage *62 62 6 5 Project Rm 88 *89 77 1 Mud Room *35 35 35 7 Kitchen /Nook *373 369 347 8 Great Room 218 *227 192 9 Bath 3 *11 11 11 10 BR4 /Opt Study 114 115 117 11 Entry *34 34 34 12 Master BR *205 204 182 13 BR 2 55 *61 48 14 Bath 2 *10 10 10 15 BR 3 *105 104 96 16 Laundry 17 12 17 17 Library 121 *135 127 18 Master Bath 55 *65 57 19 W IC 1 *25 25 25 20 WIC 2 1 *24 21 * Indicates highest CFM of all rotations. 145 *37 6 62 58 35 348 144 11 107 4 142 3 10 82 *20 106 51 25 16 145 145 35 35 6 6 62 62 71 78 35 35 344 299 189 215 11 11 *117 112 34 34 167 178 46 56 10 10 95 100 99 1 125 128 55 60 25 7,7,7 20 22 145 145 7,7 5 37 6 6 6 4 62 62 5 79 67 6,6 35 35 6 357 365 7,7,7,7 207 168 7,7,7 11 11 4 110 99 7,7 34 34 5 182 161 7,7,7 51 39 7 10 10 4 101 90 7,7 18 - 20 4 116 94 6;6 51 51 6;6 5 25 5 18 16 4 * Indicates highest value of all rotations. Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Northeast *1,572 *28,260 * -2,273 *2:35 1 45° Fast 1,521 27 -2,273 2:28 90 0 Southeast 1,469 26,421 `2,273 2.20 l 135 South 1 23,192 -2,273 1..93 180 Southwest 1,428 25,677 -2,273 2.14 225 ° West 1,420 25 -2,273 2.13 270 ° Northwest 1,474 26,507 -2,273 2.21 315 North 1,349 24,264 -2,273 2.02 * Indicates highest value of all rotations. Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Y:\ ... \Platt 5057.rhv Wednesday, February 12, 2014, 8:08 AM e:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A F' rif t R otation Building Rotation Hourly Net Gain x 34,000. .. ............ ........ ...., .. . i 33, g 32,000§ .................. ........................... — ......,..,.,,..,........., .. 31, 0001 ... :........... ....... ..... ...... .......... .... .... ... ...... <..,.�..e. ����. .........,,.,,,..,... . ...�........., 30,0001111 111 23 {000 ............. ... <.. <..,...,................. . ..................... ..... ... " x I 26,00 :.......... ......... ..... ..... .... ......: ................ } �....,..,.,...: ... ..... ._ .... ,,. ....,...,. J t i 24,000 23 ....... . ......... ....... 22.000 .,. . ,. ..,.. i 21,000-111-111. 7 - .........................................<...,.......,........ ...,,., :,,.,.,....,.......,.,, ..,.,. E 20,000 l 181000 .........<,,....,_.,,„.,..,.,...,.,.,.,...„,.,..,.....,,, ..,<,,......,,..,,.......,..... .... .. .... ....,. r...,, 17,000" p - . �I fi p... .° _. Sam gam 113am 11 am 12 pm 2 m 3pm 4pm pm pm 7pm Time of Day s 1 s Front door faces northeast ~� Front door faces East Front door faces Southeast F'rontdoorfaces South Front door faces Southwest Front door faces West Front door faces northwest Front door faces north $$¢ ._.,_,..�. _.,._.,..... _, ......._ _ .... .. ......... �.�,.. ., .. ...,._..�,..,, ,_,e,_...,,_„.w..w...__.,,._ ,...,....,.,,... _... ........,, . __,... .w�...�. „,. m._.�..�..._ W.. ... ........ --. - „..m. _...�..� e:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A 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