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3430 Simms Street
City of — - heat j � � COMMUNITY DEvELOPMENT City of Wheat Ridge Municipal Building 2/28/13 John Basso Archavis Residential Design The Point at Inverness 8310 South Valley Highway. Suite 3132 Englewood, Co. 80112 Re: 3430 Simms Street Mr. Basso, 7500 W. 291h Ave. F-" ar —o -TT _ EDCSkeet Apf ,No, `_ ( __ _ __ �fL Ly _ OX -- e_ Cky, State, ZtP+4 The Building Division in the process of reviewing the plans submitted for the completion of the interior and addition, including structural plans, at 3430 Simms Street. Submission of the following information is required to continue the review: • A complete and signed application for permit, including valuation, general contractor and subcontractor information • Elevation and detail drawings for all new interior changes, including structural drawings for the caissons and attachment of the concrete colamns supporting the barrel ceiling • Wet -stamped drawings for the foundation system that will support the new front entry. A monolithic slab is not permitted by code as support of an attached structure to the home. • Drawings that show the new or altered plumbing, electrical and mechanical systems for the second floor bathrooms on the south side and the second floor north end (health center). • Depiction of the location of the access to mechanical system located at the south end. • Detail drawings depicting the manner in which the new front entry columns and roof system will be attached to the house and location of the primary and secondary drains and their point of discharge for that roof system. • Wet -stamped letter(s) from a Structural Engineer indicating inspection and approval of the foundation system changes performed in the area identified on the plans as "North Entry". Upon receipt of this information, the plan review may be recommenced. If you have any questions regarding thZrequested ormation, please do not hesitate to contact me. K Senior Combination Inspector/Plans Examiner 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 237-8929 www.ci.wheatridge.co.0 s ru M M M co Postage g Lrl Certified I-ee ru etuen ReoeoEFee Postmark here EM Wheat Ridge, (Endorsement Required; Restrcted Cej very Fee �Encarse��re�t hequlred'y cc ['l- ?otai Postage & Fees ru F-" ar —o -TT _ EDCSkeet Apf ,No, `_ ( __ _ __ �fL Ly _ OX -- e_ Cky, State, ZtP+4 The Building Division in the process of reviewing the plans submitted for the completion of the interior and addition, including structural plans, at 3430 Simms Street. Submission of the following information is required to continue the review: • A complete and signed application for permit, including valuation, general contractor and subcontractor information • Elevation and detail drawings for all new interior changes, including structural drawings for the caissons and attachment of the concrete colamns supporting the barrel ceiling • Wet -stamped drawings for the foundation system that will support the new front entry. A monolithic slab is not permitted by code as support of an attached structure to the home. • Drawings that show the new or altered plumbing, electrical and mechanical systems for the second floor bathrooms on the south side and the second floor north end (health center). • Depiction of the location of the access to mechanical system located at the south end. • Detail drawings depicting the manner in which the new front entry columns and roof system will be attached to the house and location of the primary and secondary drains and their point of discharge for that roof system. • Wet -stamped letter(s) from a Structural Engineer indicating inspection and approval of the foundation system changes performed in the area identified on the plans as "North Entry". Upon receipt of this information, the plan review may be recommenced. If you have any questions regarding thZrequested ormation, please do not hesitate to contact me. K Senior Combination Inspector/Plans Examiner 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 237-8929 www.ci.wheatridge.co.0 s -' �Y City of ® �Wh6at,R cCOMMUNITY DEVELOPENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 2/28/13 John Basso Archavis Residential Design The Point at Inverness 8310 South Valley Highway. Suite 3132 Englewood, Co. 80112 Re: 3430 Simms Street Mr. Basso, The Building Division in the process of reviewing the plans submitted for the completion of the interior and addition, including structural plans, at 3430 Simms Street. Submission of the following information is required to continue the review: • A complete and signed application for permit, including valuation, general contractor and subcontractor information • Elevation and detail drawings for all new interior changes, including structural drawings for the caissons and attachment of the concrete columns supporting the barrel ceiling • Wet -stamped drawings for the foundation system that will support the new front entry. A monolithic slab is not permitted by code as support of an attached structure to the home. • Drawings that show the new or altered plumbing, electrical and mechanical systems for the second floor bathrooms on the south side and the second floor north end (health center). • Depiction of the location of the access to mechanical system located at the south end. • Detail drawings depicting the manner in which the new front entry columns and roof system will be attached to the house and location of the primary and secondary drains and their point of discharge for that roof system. • Wet -stamped letter(s) from a Structural Engineer indicating inspection and approval of the foundation system changes performed in the area identified on the plans as "North Entry". Upon receipt of this information, the plan review may be recommenced. If you have any questions regarding the requested information, please do not hesitate to contact me. Kirk Cadotte Senior Combination Inspector/Plans Examiner 7500 W. 291h Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 237-8929 www.d.wheatridge.co.us i��Wh6atlk City of COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 2/28/13 John Basso Archavis Residential Design The Point at Inverness 8310 South Valley Hywy. Suite 3132 Englewood, Co. 80112 Re: 3430 Simms Street Dear Sir I am in the process of reviewing the completion of the interior, addition and structural plans for 3430 Simms Street and require the following information to continue my review. 1, Need elevation drawings and attachment details for all new interior changes including 10 ft. concrete -c, column support to barrel ceiling, also include a drawing for the caissons supporting columns and their 4 ---attachments„= -,Need wet stamped drawing for foundation that supports new front entry. Monolithic slab not allowed on an attached structure to the home. 3 Need drawings that show the new plumbing, electrical and mechanical for the 2nd floor bathrooms on the south side and the same for the 2nd floor north end (health center). 4 Need to know where access to mechanical system is going for system on the south end. 5 Need detail drawing on how the new front entry columns and roof system will be attached to the house, also detail of where primary and secondary drains will be located and discharged. 6 Provide engineers letter stating that new foundation footing, stem wall and attachment to existing foundation walls along with French drain tie-in and damp proofing of new foundation wall was inspected by the engineer and approved by the engineer. Once I receive this information I can continue with my plan review. If you have any questions feel free to contact me. Kirk Cadotte Senior Combination Inspector/Plans Examiner 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 235-8929 www.d.wheatridi!e.co.us ceOf at +e �QMmumrrY DnTLOPMENT City of Wheat Ridge Municipal Building 2/6/12 John Basso Archavis Residential Design The Point at Inverness 8310 South Valley Hywy. Suite 3132 Englewood, Co. 80112 Re: 3430 Simms Street Dear Sir 7500 W. 29`' Ave. Wheat Ridge, Co 80033.8001 P: 303.235.2855 F: 303.237.8929 I am in the process of reviewing the completion of the interior and addition plans for 3430 Simms Street and require the following information to continue my review. 1 Need stamped structural drawings showing bearing wall(s);removal, replacement of load bearing walls and changes in loads, anchorage, header details, etc. foundation plans. Drawing also needs to show location. (A3 shows int. location,2-A5 shows ext. drawing). 2 Need elevation drawing(s) for planning approval. (for exterior addition) 3 Need electrical one line drawing for all new electrical. 4 Need REScheck for insulation in walls and ceiling, electrical usages, heating systern(s), windows, doors; sky lights, etc. to ensure residence will meet the minimum requirements of the International Energy Conservation Code (1ECC). 5 Need submittals of drawings that will effect changes from the existing for; walls, plumbing, electrical and mechanical. Once I receive this information I can continue with my plan review. If you have any questions feel free to contact me. Kirk Cadotte Senior Combination Tnspector/Plans Examiner 7500 W. 29`h Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 235-8929 www.*Lwheatridge.eo.us � .d ��o� 'ON, ��H '9 ,qac V, 7_City of COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`x' Ave. 2/6/12 John Basso Archavis Residential Design The Point at Inverness 8310 South Valley Hywy. Suite 3132 Englewood, Co. 80112 Re: 3430 Simms Street Dear Sir Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 I am in the process of reviewing the completion of the interior and addition plans for 3430 Simms Street and require the following information to continue my review. I Need stamped structural drawings showing bearing wall(s);removal, replacement of load bearing walls and changes in loads, anchorage, header details, etc. foundation plans. Drawing also needs to show location. (A3 shows int. location,2-A5 shows ext. drawing). 2 Need elevation drawing(s) for planning approval. (for exterior addition) 3 Need electrical one line drawing for all new electrical. 4 Need REScheck for insulation in walls and ceiling, electrical usages, heating system(s), windows, doors, sky lights, etc. to ensure residence will meet the minimum requirements of the International Energy Conservation Code (IECC). 5 Need submittals of drawings that will effect changes from the existing for; walls, plumbing, electrical and mechanical. Once I receive this information I can continue with my plan review. If you have any questions feel free to contact me. Kirk Cadotte Senior Combination Inspector/Plans Examiner 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 235-8929 www.ci.wheatridge.co.us LLC. ARC HAVI S, LILA, 8310 SOUTH VALLEY Hywy. SUITE 3132 ENGLEWOOD, COLORADO 80112 (720) 981-1413 FEB 7, 2013 RE: 3430 SIMMS STREET MR. CADOTTE, IN RESPONSE TO THE REQUESTED INFORMATION PER YOUR REVIEW, PLEASE FIND ENCLOSED A REVISED SET OF DRAWINGS AND BUILDING LOAD EFFICIENCY REPORT FOR YOUR USE. IN ANSWER TO: ITEM 1 - STRUCTURAL SHEETS HAVE BEEN ADDED TO THE SET. PLEASE SEE SHEETS S-1, S-2, S-3. ITEM 2 - ELEVATIONS OF THE NORTH AND FORMAL ENTRANCES FOR PLANNING APPROVAL ARE SHOWN ON SHEET A-6. ITEM 3 - AN ELECTRICAL SHEET HAS BEEN ADDED SHOWING MAINLY THE RELOCATION OF FIXTURES / LIGHTS PER THE NEW FLOOR PLAN LAYOUT. SEE SHEET A-7 ITEM 4 - ENSER CONSULTING HAS DONE AN EXTENSIVE LOAD EFFICIENCY ANALYSIS OF THE BUILDING PER THE ENCLOSED REPORT. ITEM 5 - ARCHITECTURAL REVISIONS DEFINE THE BULK OF WORK WITH THIS PROJECT. THE APPROVED PLUMBING, ELECTRICAL AND MECHANICAL SYSTEMS ARE EXISTING TO REMAIN WITH MINOR LOCATION ADJUSTMENTS PER THE REVISED LAYOUT. PLEASE FEEL FREE TO CONTACT ME WITH ANY QUESTIONS. SINCERELY, ARCHAVIS JOHN WBASSO 20361044Windows Intemt Explorr -Ird ee7 '*'View Permit 20061044 Information E TOtWVAMWM 7MAMOO PeM*R!M (100 UseTac 1-1,147.34 tmuntPakk 2Z6M36 Pem-AVakoftic QOO OffwFem 9A79.02 Tot& 2Z6&36 BabrMMDM 100 9uAtgITo6Of6Remrds ITG50f5 Wmd.InYerraef Explorer SIMON Vabatiom Fees Cr. 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OTHER (Desalt) (Car ALL,,projects* please rovld "A #SJWW descrtP rg " f Wocall ,rrr nt use of areas, proposed uses, Square footatp, exjattingcohdr a dt " a e I pplis size and efficiency, tyle and amount of materiels to be used, etc.) �'��"i��`" �" �"�.�`'✓'�,.i� �„, ,. �'�°c'v:�r��_ `rte Sq. FULF Alk, a Gall If Amps t'u S d � TMx m nt a• It ' �1 f Prcaj Vali : (Contract value or " &m rials an or included in the ty ' t Rf+Oi4iAi Si fD iliiC Tett A MIVI�il" I hereby certify that the k dist kation sec e d folate applicable ordinances, rul regulations of the City o Ridge ven its of trictitaras of or , t all me en ' sho and allegations fade are accurate; that I have read and to aha by all r " ins peed on this tzc� t T srzrnerll " pc»sitrii3ty fiar ccs�iance with applicable City of Wheat Ri d ordin fork under p sued n this appl ion, that I � � legal o er r have been authorized by the legal ov net o the p perforin the ark d a autori Y ez of any included on this application to ' t that coli n this a plication. ,° {C) illi 1 (A T]fXk of (OWNER) (+fiJ1'T ti12)ERM NA e '4V ri �."l.. 1.1 �., a` ,,.. 4 „ 1�.:, +;w � i�'Sii � �a »aa' J 1`i3 u..u,un,. �,l ,a.. a t?. �. Yt S. �. � lit �, r. �„+�`a 1. ad,. ,n *1., ��� .� �S , n �.+ U3 -^it i i SY ,�q �. rl.n :.frib it J J �}•, N., e�'.•S. '' 1. +v��. ,+1a. v.. �.' :'a 1 ... �' +1i., �s��a =,1? i�. x:�:.. 1 1+� 'nr.ua,um.`.1 e �,..x � + �i .. a-+ t s t� ,. i.t :ti: i �.. �s� t ta,. S t ro .�. a. S t ..1 l •. i. i i s �� e `t lrol 1';a 1st i':11 t s 1 h .. the �, li it i ii t -.sl 1t ,tit,usu sati.lii tb ilalt:�ii� al t .� „ i t i ,1 il. i a ? ruSit :1 1 ri 1�t i :1 a i sl sl. 1i S1ti , tie tat > :1 sit „ails 2i< tts s.:;1 .t sa ,15111 ittiS tt a i it l � i 1. Itt �1 ll1„. U ,l.- 11 . i _ t3', t fi"`���: �*t � tli its ilii uit� t 4 tll� a� ilA i. i 1 1 tt r t s lastA11 yb liti� lly�i ,�\1`' �U . SuIIdIn2 Division MelissaMacke. Il'im, 1, 1111 111pil'', III I I . From: Dr. Mike <drmike@wheatridgedental.com> Sent: Thursday, November 3, 2016 8.06 AM To: Melissa Mackey Subject: RE: Permit still waiting for pick up • From: Melissa Mackey mil to:mm ackev(&ci.wheaLrijqg.co.t,!5 Sent: Thursday, November 03, 2016 7:25 AM To: Dr. Mike Subject: RE: Permit still waiting for pick up 4*A 6 months) once approved. This has been approved as of 04/20/2016, making it just over 6 months it's been on file. Melissa Mackey Senior Permit Technician Office Phone: 303-235-2855 From: Dr. Mike[m-o-ijto:drmike(&whgqtrtjg-Qdg-nt-al-.g-q-m-] Sent: Wednesday, November 2, 2016 4:02 PM To: Melissa Mackey Subject: RE: Permit still waiting for pick up From: Melissa Mackey [-m-ailto-.mmaLki . w �ha t r i lJde. o�.0 I Sent: Wednesday, November 02, 2016 3:08 PM To: Dr. Mike Subject: RE: Permit still waiting for pick up Melissa Mackey Senior Permit Technician City of Wh6at'pj*d - C"MMUNtTY DOI ENT From: Dr. mike [m iilto:drmike wh atri J �ednta�Lom] Sent: Wednesday, November 2, 2016 3:05 PM To: Melissa Mackey Sent: Wednesday, November 02 '2016 3:02 PM To: Dr. Mike (•_rmi_kg Wh_ ddggdgLital.com) Subject: Permit still waiting for pick up due. Due to the timing of the application, they do become void after 180 days. if we don't have some sort of intent to �'—r'A*A�ir4A will—be reg-u—ired when you would like to commence on the project. 11 III! 1011•11111RIM FIRINIII Ez•I 11�111 �, I •�• s Melissa Mackey Senior Permit Technician 7500 W29th Avenue Wheat Ridge. i *I*r;z4* M3 Fax: 303-237-8929 www.ci.wheatLLdge.co.us 1 * * V City or commktt4ny DrV1'U)PMFNT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential intbruiation. It is intended only for the use of the individual or entity named above, If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notity us immediately by e-mail, attaching the original inessage, and delete the original message from your computer, and any network to which your computer is connected, Thank you, City of ei Wh6ait:R c �COMMUNriy DEvELopmENT City of Wheat Ridge Municipal Building 7500 W, 29"' Ave, Wheat Ridge, CO 80033-8001 P: 303,235,2855 F: 301237,8929 August 30'1', 2016 Mike Friernuth 3430 Simms St. Wheat Ridge, CO 80033 RE: Previously permitted Project plans available for retrieval — Permit 201300271 (Interior Finish of New Single Family Horne) Mike Friemuth, This letter is being sent to you because a project for which a pertnit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. Tire plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29"' Avenue in Wheat Ridge. Melissa Mackey Senior Permit Technician 7500 W� 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 wwwxi,whearridge. .-U City of Wheatfd -ge COMMUNITY DEVE'lOPMENT www.ci.wheatridge.co.us City of R ,i�Wh6a-t le COMMUNrry DEVELOPM"ENTg City of Wheat Ridge Municipal Building 7500 W, 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303-2352855 F: 303.23T8929 "uest Form Permit Extension Re%4 1111011111�11�1��'�' 1111111�11111 mii 1. w 1.111 - __ I III!! =w—m- I i 1111111111111!11111 1 � I= OUR ' ! �:' W , T to UIC 'IJULU 01 CXPIFULIVII. tvil UXLCIINI u I discretion of the Chief Building Official and may be sul�ject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired pennits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at perniiwi,ki.wLea id or fax to 303-237-8929. Party requesting permit extension: Colorado Pools UnfiMiLted Permit # 201301413 Property Address: 3430 Simms St. Phone # 303-789-9444 Email Address:meliss i@ os.cont � d �11 14)-Ql — Reason for extension request: lib r�c�t et ear late. Number of days requested: 60 A Printed Name: Dennis fleagle Signature: 4-- L I ` Date: 4/08/16 For office use only This request has Pee i . Appr ve 101 Denied Extended unti I: I I Approved b Date: I D www.ei.wheatridge.co.us Melissa Macke From: Dave Brossman Sent: Friday, April 15, 2016 8:57 AM To: Melissa Mackey Cc: Scott Brink,- Kenneth Johnstone; Krish Graham; Mark Westberg Subject: 3430 Simms C.O. Issuance We are very pleased to announce that PW has signed -off on the C.O. for 3430 Simms (Plan # 201300271) for Mr. Freimuth. There are still outstanding floodplain issues but these are going to be handled separate from the C.O. Thanks, and have a great day! H David F. Bros au, PLS Development Review Engineer/City Surveyor 7500 W. 29th Avenue Wheat Ridge, CO 80033 Phone, & Fax: 303.235,2 64 www.ci.wheatridoe r us CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information, It is intended only for the use of the individual or entity named above, Ifyou are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited, if you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected, Thank you, 0 IV IVfI T' City of ]��r'Wh6at i le coCommuwfv DEVELOPMR ml F N'Trj g City of Wheat Ridge Municipal Building 7500 W 2911 Ave. Wheat Ridge, CO 80033-8001 P: 3012351855 F: 301237.8929 Permit E-Atension Reguest Form Peitsexpire 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 may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permittee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at us or fax to 303-237-8929. Party requesting permit extension: Colorado Pools Unlimited Permit # 201301413 Property Address: 3430 Simms St. Phone # 303-789-9444 Email Address: meliss M. a pppqls.coni...... Reason for extension request: lob not et cora late. Number of days requested: 60 Printed Name: Dennis Heap -le Signature: s Date: 4/08/16 For office use only ME= MEMEM 0 Denied Extended until:E, (, 2 Date, ) wwwximheatridgexoms Or Current Owner/Occupant MIKE FREIMUTH 3430 SIMMS ST WHEAT RIDGE CO 80033-2812 Regarding Permit: 201401845; Install gas line from meter to pool boiler, bbq, fire pit and outdoor fireplace. 3430 Simms ST, Wheat Ridge, CO 80033-5363 Our Records indicate that the above noted permit was issued on 12/10/14. Our last inspection related to that permit was on 04/16/15. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. WMEMSM Melissa Mackey Senior Permit Technician 1 3o Ia May 134, 2014 Colorado Pools Unlimited C/O Dennis Heagle 3642 S. Jason Street: Englewood, CO 80110 Engineering Field Observation ofthe Pool/Spa at the Fr nnuth Residence located at 3430 Simms St, Wheatridge, Colorado Dear Mr.H1, On May 13, 2114"'. Randy Eckhart of Structel Consultants was onsite to performthird party field observation of the subject pool/spa and detemined that the dimensions, depth, steel reinforcement and water pipe lines were installed in conformance and/or exceeded the project specifications. All work was done in a proper triann r. The bondingand plumbing were installed properly. All pipe joints were secured with purple primerand gray adhesive, 'Flie pressure gauges registered 30 psi and were holding steady, We appreciate the opportunity to assist you with this project. If you have any questions, please call our office at 720-979-4417, Sincerely, nd hartr trrretel Consultants, LLC TRUCT L CONSULTANTS r 100 1 CAGLE CREEK PKWY 720-979-4417 COMMERCE CITY,$0022 - RP ft"It 3430$lmms�� Colorado Au I talig, �V, gag. Uo= F44� Melissa DeLuzio Office Manager ci V�cl Melissa Macke�.--- From: Dr. Mike <drmike@wheatridgedentalcom> Sent: Wednesday, September 23, 2015'7;43 AM To: Melissa Mackey Subject: 3430 simms permit extension Attachments- YK Marble, City of Wheatridge Contractors License 2016.pdf; reportpdf Hello Melissa, This is Mike Freimuth home owner 3430 simms wheatridge co, 80033. Permit #2013-00271. Contractor'" Khrestov 303-935-6185. Subcontractors at this time Colorado pools unlimited 303 789 9444, Bluesky plumbing and heating 303 647 4202 . Was writing to ask the city for an extension on permit for 90 days. Thank you! Melissa Mackey From: Dr. Mike <drmike@wheatridgedental.com> Sent: Monday, September 21, 2015 12:53 PM To: Melissa Mackey Subject: permit extension This is Mike Freimuth home owner 3430 simms street permit #2013-00271, Contactor Eli Khrestov 303-935-6185. Was writing to ask the city for an extension on permit. Our plan is to be completed with construction 11-1-15. Please inform of what is needed and or required Thank Youl * View Pennit 201300271 Infonmation 0 View Pennit 201300271Inf pati n 30-252-05-071 Address: 3430 Sims Sr, WhOTA P144t,-5363 ,, View P n net 201301413 Infonnation Parteh 3-262-05-071 Address: 3430 SiMM Sr, Wbeg AWqe, CO 80()33-5363 Pennit 1413 Infonnation Parcel: 39-262-05-071 Addr w 3430 SinnsSr,Who* s"d: -5365 ceia 39-282.055-071 Addresw 343*SinmST,: , 33-5363 Ariew Pennit 201400044 Infonnation 39-283-05-071 Addrew 3430$imm ST, WhmtP4dqt, COSM334363 From Permft ov sser+ .;, �, 0 < View Pen -nit Mdnfw6, ^ west&tv. Celt of d m»G m£w.«#<« : TeAv . wt ot TM *o� » .� : **«r: � Ew « « »�,, A 39-207X05-071 Addrms, 3430'SiMM St, a CO SW33-SU3 Melissaey Mack—_ III NO 11111111111111,1111� ON I MONSOON From: Dr. Mike <drmike@wheatridgedental.com> Sent: Wednesday, September 23, 2015 8:27 AM Tw. Melissa Mackey Subject: permit extension Hello this is Mike Freimuth home owner 3430 simms street requesting extension of permit # 201400044. The contactor ,Is bluesky plumbing and heating 303 647 4202 To: Page 2 of 2 2014-12-09 21:13:31 (GMT) 13034240495 From. Jesse Lanyon Jul 22 09 07:16a Patrick Koentges 0 0 303-237-1621 PA 303-237-1621 p2 Jul 22 09 07:17a Petrick Koentges 303-237-1621 p, i City of Wheat Ridg Munic Buildin -�-COMPLIANCE DUE DATE __CfqjaaA)_a_ Case r T a 07/22/09 0 7:47: 41 City of Wheat Ridqe pa? e p 7 6 1. - Is PERMIT INFORMATION - 0610,14 kidwitto E INFGRMATTQN� Peimitg: 061044 Permat Type; New � Peimir [4- 11/03/2006 �Olpires� 10/28/20OR LAND PARCV, INFORMAT1 Zone Cd: Res"idential Fu:lt UseE Roassigned S u ird i v i s ic', t i . Unassigneci i'nnt Type: Miscellan.eriu's Legal JOB LDESCRiPTION: single tarnily res,idence Addtesz: SIMM�3 37' Parcel 'Cclt 39-262- 05 -071 OW Vat i: ick Koer Address Ci t. "'IS" /Zip: DU : " Last Zone Dt: Annex Dt Lot Block No� Right: 0.0 Back. 0,0 FF Q'ry DIUE PA ID : seigin, Rcv�ea Fee 150, 00 i CIO 00 c,radelF'ill Permit '00 37 , 0 37, 01 0 Perm,;J. Fee 730,408,00 5 .53 5, 63 l' 5.� Plan Review Fee 7YO,408,00 3, 660, • 9 3 , 6 6 0 4 9 i'otal Valmation - 730, 408 00 k) 0 Use 'lax 730408-00 13, 147, 34 13,147.34 22,626.36 22,626,36 CON2ACT',3' ownet rlatrixk K erftcies 3034350064 SUB CLA BTC ELECTRIC, LLC BAW & SANDRA rEAN 6011 SO. OAK WAY LITTLETON, C 80127 72092292 7 FARCES INFORMATION: 10 Strurture "Vype 2 STY 20 Year Built, 2008 30 Propercv Type RESH) FIERMlT CC,1NDITIONS, APPRO','ALS � RE�,,UTRED INSPECTIONS STATUS PERMIT NOTES: U/24/06 pe, MR; Ytkay - need flood elevation certificate prior to issuanc, of C,Y), li" CREATED FR,"V APP141 06 G/ 13 /06 r r""'ed the fc),11owing ftems� site data breakclown, building height calculation, consolidmAon plar, prior to C,O !3, All requirements met, zo, 0 2 P) 6 crcot-Need clecrrical plans can Tiot have a Loisezmt in the flood rplarn, Swimning pool will need , ,r cwri permit. no pl for swi-mining liocil sub to 2003 IRC, 2002 NFC gave KrJsty 09 Gave set to Dave Brossman, Mere, amd Cbad for review UNSPECTION INFORMATION: 11 '1 r „.. all CALLED WHO gp"'Q I)T INS DT STATUS I fol :Fcot ng t:nspecticm 12/07/06 110 Bm 1 '1 1 '/08/06 12/08/06 COMPLEIIE” 2 tl!S.Miscellanecms 12/2 no Bm 12/26/06 12/26/06 INCOMPLETE SPIB.Steel Rcbaz Tnsp. 01/26/07 to Bm 01 / 2 9 / 0 01/29/0'Y C()MPLETE 0 7/ 22/ 09 07 :4'� ;41 4" a. of WhmP Rulge, Page z E'er:: t;,. --; PERMIT INFORMATION - 7,o>,1044 kshnto , I fot FooLlng :: €nspectjon 02MV07 no Om OVIN07 UMW 5 sdnOteel Rem InW, a" a 107 no on 02i"M 0013/0" 6 arbOwel Redbar insp. 0246/07 yes ua 02/n/07 021=07 .7 srb:R eel Rebar Inmp. 02/n/07 no Bm 02/20/07 U/28/07 8 srWS"el Rebar insp, 03/01/07 no 9m 03/N/07 03"2/07 9 pyAWMing UnMrWmmd 03/m/07 yes rs 031wio'7 10 pmowming uv"gmmd 05MW07 no Sm m7 m/07 OVIOM Q plAWWOng Rough Insp. 0502/07 no BM 0 5, ° 14 � 7 CS/.4/07 12 how1mulation 05/13107 no Em 05/"107 05"4/0 L3 mhwneel RAwr Insp, DS/11/07 no Bm as/ " 107 UY14/0 14 sWQhewh%VSheez Tnmp nnam no Bm WW/" av2v" ?, 5 vu s �Mesh/stj&?,': ,,.o/iatfi 7V2=7 no is 0"V/v QSN"07 16 3. g�Plurnbing I nd u er 1 08/V/0 no is 0812f,}e` 7 "P" 1 wSx"wvuccw"th' as/nIO no is Own/v ov3u" 18 mli s:slesh/stucco/lath 09"6/07 no No 09/0"07 09=07 19 KMPWM%g Moteymund 0WO"7 07 no CIA 09nOn7 QWIW07 20 OiNkumbby Final Iyunp 09&DM7 no W 09MI07 0991/07 21 09/U107 no cia 091"/07 OW1357 22 MLS:Mesh/s OW20/07 no CIA 09/n/07 aqw/07 23 MSMwWmu=c INO007 no is loms/07 mksw 24 mid;Midrrcrf Josp. 10/10/07 no cci 10/lun 1001/07 25 pHAWMIng Rorugh Mop. 04"OPS no kc 05/HIOR 0541108 26 =10whanim! Rmgh law 05/16AB no kc 05WAS 05nwos 27 munnuming lmnctim 0546/08 no kc OW19108 O"AWDS IWMMLWE Cmmm'E INCMFLETE ','NCMMEJ'E COMMETE CONPLETE PARTIAL COMPLETE COMMETE' INC Mr. WE" WW'M At, CMPUTE PARTIAL PAWMAL C04MXTE WMMETS PARTIAL COMMXTE c0smuE DMOLETE COMPLETE INCOWLEVIIE OOWLUE Melissa Mackex From: Sue Dickover <sue@cupools.com> Sent: Monday, May 05, 20141 :54 PM To: Melissa Mackey Subject: Addition to permit asap please - Colorado Pools Unlimited Q ffil qm� 13911 Albion Way Thornton, CO 80602 ��.� �. � ��� j�� °��'t�° ., 303.919.5019 YMIT111CIF 1:11111i there will be issues with tomorrow' electrical inspection." • City of' f Wh6atl �dge COMMUM DEVELOPMENT FOR OFFICE USE ONLY V' j�;� kY Date: PlanlPennit # ( zv � � , - 3 v Plan Review Fee: , Building Permit Application J) 7 & SEMM "7?- Mailing Address: (if different than property address) Address: Ci 'Y L - Architect/Engineer E-mail: t d-0 I Phone: 2L t Sub Contractors: Electrical. 04 W,R. City License # C Ii PWI 5 11 Plumbing: W.R City License Mechanical: �,114 W.R. City License # Complete all information on BOTH sides of this form Property Owner Email: (� fry),) k� R /C2) nl"j ") fo f ♦. .a Sq. FUL . Amps Btu's 33 w Squares Gallons Other 1 11 , 1 11 1111 ...... liill m ' APPROVIED Subject to Field Inspections Wheat Ridge SufldkV Doo. R NFORCING. SEE STANDARD POOL *RUCTURAL, PLAN OR APPROPRIATE DETAIL signe Plan d*cker VAULT FOR AUTOMATIC POOL COVER, VAULT DIMENSIONS PER MANUFACTUREWS INSTRUCTIONS. BOND KAM PER APPROPRIATE '500 SERIES' FREESTANDING DETAIL W/ (4) #4 BARS Em II BlEmimem FRENDIRCOM RON MMMW 9] CON71NUOUS BOND BEAM PER STANDARD POOL STRUCTURAL PLAN, DTL #1 & #1Z (2) #3 BARS HORIZ. 1> SOLID 7— 13 BARS 0 12* D.C., EA. WAY+ TYP. REAR VAULT REINF- ... . . . .. :" CONCRETE (GUNITE) I> DISTANCE TO DAYLIGHT - (I E V = ; a h/6 (10'-0* WK. 20'-0 MIAX.) OR PR SOILS REPORT. DEEPIEN VAULT D(CAVATION TO ACHEIVE REQURIED SETBACK ?—UNDISTURBED SOIL 1000 PSF MIN, BEARING VALUE-7 DEEPEN VAULT FLOOR AND FILL WITH SOLID CONCRETE TO ACHIEVE REQUIRED DISTANCE TO DAY11GHT FRENDIRCOM RON MMMW 9] CON71NUOUS BOND BEAM PER STANDARD POOL STRUCTURAL PLAN, DTL #1 & #1Z V a I say-of O'l ar aw CALCS BY: A.C. (2) #3 BARS HORIZ. ... . . . .. :" I> ------------ #3 BARS 0 6* OX,, VERL, THROUGHOUT POOL COVER VAULT, LAP 24* MIN, WO POOL WALL Z UNDtSTURBED SOIL 1000 PSF KK MK BEARING VALUE 7 Cm V a I say-of O'l ar aw CALCS BY: A.C. fflyjf��� III I� 947.1MR: IN * • I DETAIL #556 pgnA ag ion yPus A(ln aW !c s> Nc la4lo to sapoo 6ui I q 8" }o suo s1nm0 ay! IaoueO iu ,}e)0in . i % 4the anlb 016ulurnseA slluued saoueulpto /q1C Aue 10 w apo06ulpllnq ay110 SUOISIADId Bull 1 /ue 01 u0gelaA 6ue'1o�noldde w 9o11xwed a eq >ou Begs suogelndulm puc suogeog De A Leld 10leno�dde )o U wad e p aDr�nesl ayl :gwad to Ftlp!lei,, 31va 'liviou :IO t>(aa7lnfl penoiddb juew:pedep euipiin8 90PIN 3ee4M cddo? CG tpHA OQ Wheat Ridge Building Department A owed 9 {� t3 BUILDING DATE Validity of permit: The bwellim of a permit or approval of plans, specifications and computations shag not be a permit for, or an approval of, arty Vi01a( ^^ 1 n any of the provisions of the building code or of any City ordinances Permits presuming to give authority to violate or cancel the provisions 1 building codes or other ordinances of the City shall not be valid. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: Signt3t[: Plan checker Work shall comply with the following codes: 2006 IRC, 2006 1ECC � -�E'!/ M -C />V 6pov'vJ /Sov4 �PfA // �'d�rti�ly 1L010 Pool excavation shall be inspected by soils engineer prior to steel placement. As a condition Of the use of Pool Engineering, Inc structural plaits Soils Engineer shall certify that the pool bottom conforms to Structural Note_ 1 on Statidard Pool Structural Plan. VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY. ALL METALLIC ITEMS WITHIN 5' -0' OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u.l. listed) FROM POOL STEEL. ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS...... G.F.I. OUTLET 10' MIN. AND 20' MAX. FROM POOL. GATES TO BE SELF CLOSING AND SELF LATCHING AND SWING AWAY FROM POOL. STEEL OVERLAP @ 48 TIMES DIAMETER. RETURNS 18' MIN, DOWN FROM WATERLINE ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY. ALLOW MIN. 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EDGES AND BE POSITIVELY SLOPED FOR DRAINAGE. PROVIDE WEEP HOLES, DEWATERING PUMPS, UNDERDRAIN SYSTEM AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK. ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO SHOTCRETE (CONCRETE) PLACEMENT. SWIMMING POOL ROOM FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER. 1 I 1 PLAN DESIGNED PER: The 2009 edition of the International Building Code (IBC) The 2009 edition of the International Meehanleal Coda MC) The 2009 edition of the Infernatlonal Energy Conservation Code (IECC) The 2011 edition of the National Eleebleai Code (NEC) The 2009 edition of the International Plumbing Code IPC) ANSVNSPI.5 AS LISTED IN SECTION AG10I AUTOMATIC POOL COVER ASTM APPROVED A.S.T.M. F.434641 BARRIER REQUIREMENTS PER 2009 IRC SECTION 80 31105.2 MAIN DRAINS PER ASTM standard F 134841 J WARD LANDSCAPES, LL 33 1ST AVE #6 LONGMONT CO 80501 303 - 579 -4258 TITLE 2 n4 2 C y 1 t_j? FRE I M LITTH PROPERTY ADDRESS 3430 SIMMS STREET WHEAT RIDGE CO DATE 9/30/2013 Scale: 1 i = 10ft. Oin. PAGE 1 OF 5 1'I V BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4' PER NOTE: TABLE NO. 1 GENERAL NOTES OWNER 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES REINFORCING STEEL FOOT OR SLOPE DECKING 1/8' TO BOND BEAM HORIZONTAL BARS MAY BE 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING LKEEP SHOTCRETE (WNI DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. OVER OR UNDER VERTICAL BARS. NON - EXPANSIVE EXPANSIVE NO DEO(/NILGH EXP. SUID'G SURCHARGE POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AN STRUCTURES 2. DO NOT TURN ON UGH r Il11EN POOL IS EMPTY. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3' CLEAR FROM EARTH). 1/4' M FOOT AWAY FROM POOL 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN TYPICAL INCLUDING ALL SPECIAL DETAILS. A p C D 2 INFORMETION BY`THHE CCONT ACTOR OR OMER TO DDETMINE THE ADDEQUACYYOOFNTHISN 3.D0 NOT USE RUBBER HOSE MEN FILING POOL (IT MARKS THE POSTER). THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL 2 STORY ®8). REQUIRED W/ EXPANSIVE SOIL Y WOOD APPROVED SEALANT RECOMMENDED ( PER o STANDARD POOL STRUCTURAL PUN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS GLAZING IN HAZARDOUS LOCATIONS ' FRAWE BUIL DING DETAIL VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS T RESPONSIBILITY MEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH ISO SECTION 2406.4.5 OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE BASIC GRID /3 1500 OOT MAX. SPECIAL ENGINEERNG DETAILS PRIOR TO CONSTRUCTION, EXPANSIVE SOIL DETAILS ARE VAUD ONLY INCLUDING LOCALLY ADOPTED AMENDMENTS. T 1 TABLE 5 B/F CONING , BARS 0 tY O.C. I FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS HILT THE 1. GAZING W WARS AND FENCES EN INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS BOND BEAM OMER OR CONTRACTOR OBTAIN A SOILS REPORT. AND SPAS 'THERE ALL O THE FO CONDITIONS ARE PRESENT: A TABLE TABLE TABLE WATER SURFACE. r-w- •-W DRAIN SEE DETAIL /1 & 112. - 3. THIS PLAN IS NOT VALID 'WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS A. THE BUTTON EDGE OF THE GLAZING LOWING O THE POOL ID SPA SHE IS LESS THAN 60 OUCHES DECKING. MINIMUM PROX. 3' BELOW ( T � SHOWN IN DETAIL 03 APPLY (PER TOG SECTION 180&7.3). ABOVE A WAILING SURFACE ON THE POOL NT SPA SIDE O TT E 'S E D G E AND WIDTH PER LOCAL B BOND BEAM. uww• n- rs,nw.nH^« wwnn „TM, n,f .; .w�., -w.• -X- (3) BARS (4) /3 BARS (4) /3 BARS (4) /3 BARS 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON BUILDING CODE. - POOL OR SPA B. THE GLAZING IS WITHIN 80 OUCHES HORIZONTALLY O T WATER'S DIL•. O A SW9.IMWG STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE " o ° `n `� E.F.P. 30 P.C.f. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. DECKING AND POOL GEOMETRICS. C 3' -o MIN. _ 0 o DECKING 5. DEgG CONSTRUCTION IS SHOWN AS RECOMMENDED M INIMUM CONSTRUCTION AN DOES NOT ENCLOSURES AND SAFETY DEVICES ` o: 3 VERTICAL VERTICAL VERTICAL VERTICAL H D R C C C C DEMONSTRATE A SYSTEM THAT WALL RESIST HEAVING DUE TO SOIL E XPANSION . 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4' MIN. HIGH I - - ( � A STEEL STEEL STEEL STEEL B. ALL CONSIRUCTON SHALL COMPLY NTH THE 2012 EDITION O THE INTERNATIONAL BUILDING CODE ° AND LOCAL ORDINANCES FENCING &GATES NTH NO OPENINGS GREATER THAN 4'. GATES TO DE SELF CLOSING & N COPING I 3 • g ,I F 3'0' 1' -0' 3 (N3 0 12 3 R3 0 12" 3 ;f3 0 12" 3 3 0 12° GE(XAETRIC SELF- LATCHING WITH LATCH A MIN. O 4' HIGH. MERE THIS VARIES FROM LOCAL CODES THE NO R .B.B. I i m -- 7. PODS YARN DIVING BOARDS SHALL MEET DIVING BORD MANUFACTURER'S POO AL LOCAL OWES SHALL PREVAIL J' ..,.,�• y ^,nr. f" r - 'rYn �-, w,�wxrr „. i .. ' CLR. y a g 3'6" 1' -0" 3" 3 -- _. ,. 3 STANDARDS AND /OR LOCAL CODES 2.WIEN REQUIRED BY WIFE BUILDING (IFFlgAL, BARBERS SMALL COMPLY NTH IBC SECTION 3109 BENCH "'. STEPS - - - - .- .. .... . __ _ _ _ . _ & SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE NTH LOCAL CODES INCLUDING LOCALLY ADOPTED AMENDMENTS TONS 1 1 4'0" 1' -0 3 3 - 4` - 4 9. PUBUC P QUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSIST N YE 3. ENTRAPMENT AVOIDANCE A SUCTION OUTLET DESIGN AND INSTALLATION BULL COMPLY WITH i SEE OP - "� --` '� ABOVE "'R 1 I UNDISTURBED SOIL I o m I -- ,. -.,. `�.._ - -. - - DEVICES FOR THE DISABLED. IBC SECTION 3109.5 AND ANSI/APSP -7. r I^ +.'__ cA r 1500 PSF MIN. ro 4'6" 1' 0" 3° ���YYY 3%' B. S 10.CONTRAC1OR OR OMER STALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. ..� i 11. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN r I �. ...._......._ i - _...... i I - f ( -� J ( BEARING VALUE. __. _._ .._.._.�__ ____ -_ 5'0" i' -6 3 #3 0 6" 4 jR3 O 6' S'3 O 6 5" y 3 0 8' SMALL COMPLY NTH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR ELECTRICAL. AND PLUMBING __. -.__ -_ INFLUENCE LINE 1 _ -_ - - - - - _ -- - "- -- APPLICABLE STATE AN LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS I. ALL ELECTRICAL SHALL SE IN CONFORMANCE NTH THE NEC UNDER- f FOR FOOTING 'C' SHOTCRETE COVER y may, 5'8" 2' -0° 3" 4' 5 ., 5'fi RECOMMENDATIONS 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN r pq - - - - -- - - -- - ` `- -- 12. WHERE FREEZING TEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZED TO PREVENT DAMAGE TO ACCORDANCE WITH NEC 680.2 WATER J.. _I. SURCHARGE TO BE CHANGED { •('+ SD` ,` 6'0 2' 6° 3 4 6° 5yi THE POOL STRUCTURE, PLUMBING, AND POOL EQUIPMENT. CONTACT LOCAL PROFESSIONAL FOR 6(8. BONING 10 PERIMETER SURFACES SMALL O PROVIDED A5 ) LIGHT PER . ". I ...... _. f - -. . "- UNIFORMLY. J Qc _ _. __ _ . _.. ._ _ ... .__ __ _.. PROPER NNTEBZATION PROCEDURES. SPECIFIED IN IEC 880.26(Bx2xA) OR (2x8) AND SHALL BE ATTACHED TO THE POOL '6" 3' -0" 3" 4)4 O FOUR (4) POINTS DETAIL /10. .. _.} I ... 0 r ADD i3 0 IV D.C. `-` SEE 'TABLE t i Q `�3' 6 _ .__ _. - _..__ .... UNIFORMLY SPACED AROUND THE PERIMETER O THE POOL • . LONGITUDINAL 0 TRANSITION ACTUAL DIG UNE MAY 7'0 3' -6' 3' 5' e' lye STRUCTURAL NOTES 3.OBTTN ELECTRICAL AND PLUMBING PERMITS ALONG NUN POOL BUILDING PERMIT. CALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN 7 ..... • ' FOR EXP. SOILS VARY, LOCATE STEEL - 4 3 5 -- -- 1. SOIL SHALL HAVE A MINIMUM SEARING VALUE O 1500 PSF. CONCRETE SHALL BE PLACED AGAINST 3' CLR FROM EARTH I 'B ' -0" " }4 8)¢" 8}4 UNDISTURBED SOIL OR BULDIN DEPARTMENT APPROVED BOX COMPACT FILL THIS MAN IS NOT ACCORDANCE WITH LOCAL RE TH AONS Y . �� . __ __ ..,. ,.. _ „ , _,.. &POCKS SIN 6E EQUIPPED NTH A N AN AP SYSTEM A N DRAIN. STEEL BASKET IS NOT REQUIRED �' FLOOR SIXtCNARCE CONDITION: 8'0 4' -6 3' 6 9" 8% . � "` � � -° ° ° - - - SORTABLE MERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS 6' THICK MIN. SHOTCRETE (OUNFIE) VERTICAL STEEL. ..._.__ __.__.... _ ._ ...___ UNDER P 6.BACKWASIi SHALL SE DISPOSED O W AN APPROVED MANNER. USE TABLE 1 SCHEDULE '0', 24' MIN. r 2 ALL REINFORCING SIM SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR 7.POOL/SPA WATER HEATER AND GAS PIPING WSTALLA71ON TO BE IN CONFORMANCE NTH THE DRAIN PIPE INTO G HITE SHELL (BUILDING SURCHARGE) NOT W/ /3 BARS 0 12' O.C. SEE TABLE i 8'6' 5' -0" 3" 6" 9` ey4" /3 IBC ENCROACH ONTO W EACH DRECBON WHEN N WALL BARS AND BAR ;� NF. INT O FLOOR. PARALLEL BARS RS 2 S 1/'2. TO BE LAPPED A MINIMUM OF 24 °. MINIMUM CLEARANCE BETNO?! &CONTRACTOR IS ADVISED TO REFER TO SECTION 3109.5 O THE INTERNATIONAL BONDING CODE SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO i/'. FIND ANSI/APSP -7 FOR PROPER INSTALIAnON O THE POOL DRAW SYSTEM. CIRCULATION DRAINS: IN H IGH WATER TABLE, INSTALL 'W IS LESS THAN POD. DEPTH. 4'3 BARS O 12' O.C. (30' MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK DR HIGH 3. (1) /4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE O (2) /3 BARS, NTH THE EXCEPTION g RDNFORWlG STEEL IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, PROVISIONS PROVIDE (2) ANT - VORTEX CIRCULATION DRAINS PER PUMP, HYDROSTATIC VALVE AND ROD( �4 COVERED NTH APPROVED A.S.M.E STANDARD A112.19.8 pp(* qT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5' -0' FROM THE TOP OF THE POOL MAY VARY, SEE STRUCTURAL NOTE /11) EXPANSIVE SOIL 4. THE TABLES SPECIFY THE MINIMUM REWIRED REINFORCEMENT. FOR CONVENIENCE O THE OC OIL O MADE FOR AN BY BONDED MEANS TO ES TEEM E VOLTAGE GRADIENTS HILT WOULD GRATES, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL, (RAISED OR NOT RAISED). b' IS DISTANCE GOWN INSTALLER THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE OTHERWISE BE FRONDED BY BOLDED REINFORCING STEEL AT le - BALANCED AND SYMMETRICALLY PLUMBED TROUGH 'T° WALL DOES NOT REWIRE FROM TON OF POOL WALL. BUILDING FOOTING POOL DINO TURE FITTINGS. OWNS SHALL SE SEPARATED BY TWEE FEET IN * IF POOL WALL HEIGHT DOES NOT EXCEED O SU THEN NO ADDITIONAL SURCHARGE & GRQUN/ DIIIC (PER THE LATEST ADORED EDITION O TO THE CEMT E LECTRI C A L CCR F T CODE) ) O PPJOR ,NY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE & SURCHARGE DETAIL) BARS ARE REWIRED. (DOES NOT APPLY 7D SIMPlE11ETNT DETAILS) 6. SHOTCRETE TURAL RE (GUHITE) TO IN CONFORMANCE NT IBC SECTION 1910 EN & T SHALL O HAAVE E A WNDIUM COMPRESSIVE STRENGTH O 2500 PSI AT 28 DAYS. �y�/LMy TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION N.T. 1 DURABILIITTY REQUIREMENT E NI CONCRETE T BE EXPOSED TO FREEZING AND 31 AND THAWING, DEICING APPROVED CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY NTH ACT 318 TABLES 4.21 AND 4.11. SUbod to Field InspWio CONCTOETE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AR ENTRAINED SPECIE DETAIL REWIRED TOP O TOE O SLOPE OR OTHER NOTE W ACCORDANCE NTH Ao 318 TABLE 4.4.1. CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWING EXPOSURES SOUL CONFORM TO THE CORRESPONDING MAXIMUM WATER- CEMENTITIODS MATERIALS Buildin Wheat Rld a WHEN LESS THAN 16 E SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAD RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS O Act 318, 9 n9 Dep t ) (SEE GENERAL NOTES THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL SECTION 421• CONCRETE INTENDED TO HAVE LOW PERMEABIUTY INHERE EXPOSED TO WATER I'3 PER PEAR PLAN P AR NOT COVERED BY THIS BOND BEAM ARE PRESENT, ADDITIONAL DETAILS #1 & (h2 M ? 7 ERPRO 4" PER __..._. _ SURCHARGE DETAILS ARE REWIRED. FOOT. SPECIAL DETAIL REWIRED WHEN LESS THAN POOL DEPTH OR H/4 *( m (1) 13 0 TOP SPECIE DETAIL REWIRED (7.5' MAX. H /4) I - -': ° o- WATOFING RECOMMENDED. WHEN LESS THAN H/6 HONIZ. STEEL . F 6 C.M.U. W/ BARS 0 1Y O.C. iv VERT B (10' MIN.. 20' MAX.) '-- ----- i SSOOLID . GROUT. AR 0 24' O.C. PER I.B.C. SECTION 1808.7.3 BEAM LOCA Der "' { - - ---� 2WATER BOND BEAM Z ADDITIONAL SPECIAL DETAILS - TAB 5, uNE �¶�N EM E W/ SURCHARGE CONDITIONS - REQUIRED FOR CONDITIONS ABOVE "T s 3 ALES E. F OR G r TYP. HORIZ, STEEL REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CUR. C 3" AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (APSE) CUR. 0 BEACH ENTRY STEEL. AND SHOTCRETE SHALLOW SHELF (ILL MASONRY NOTES: (GUITE) THICKNESS PER 1 CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE M (NON- MOISTURE wvrw+v✓+.r APPROPRIATE WAIL mow. , , CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO IBC SEC 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH O fm - 1500 pal. a 2, GROUT SHALL CONFORM TO DC SEC 2103 & ASTM C 476 WITH fc =2,000 PSI. SEE DC POOL a e n PO FLOOR THICKNESS 1 TABLE 2103.12 FOR PROPORTIONS O INGREDIENTS. .$ n MAY VARY TO ACHIEVE a r 50 4 a . DESIRED WATER DEPTH. ! 3: MORTAR SHALL BE TYPE M NTH fc = 1800 pal AND SHALL CONFORM TO IBC SEC 2103 m Mo 4 a. - y °-_- - - & ASTM C 270. SE IBC TABLES 2103.8(1),(2) FOR PROPORTION AN PROPERTY SPECIFICATIONS F' SEE STRUCTURAL NOTE III SHALLOW FEATURES - UNDISTURBED OR 9OZ COMiPACTED INTO N.T.S. 4 RAKED BOND BEAM N 5 NOTES HAS READ & U DER ALL OF THE NOTES D D HEREIN. 6 NOTE: PERMISSION ARE THE PROPERTY SOLEY BOND BEAM PER TABLE 9' & LARGER PROPERTY RIGHTS TO ALL DRAWINGS REPRESENTATIONS, 66 B' -8' BRICK OR PRECAST IDEAS, DETAILS, NOTES & SPECIFlCATONS EITHER COPIES ZPA AIR -UNE NO. i & DETAIL /12. - --�`- Y 2 CONCRETE COPING. OR ORIGINALS THEREOF THAT MAY BE WCWORA71D INTO 1 I THIS DESIGN O POOL MAY BE MOONED �` un rw'r ! -- - 4' -0" MIN. EXPANSION JOINT & SEALANT o 12' BAR LOCATICHN ER INTO SPA BOND co ' ,,,�„r,..;;«k.w.a: ;.,,,.N,...t MAY VARY TO COPYRIGHTED MATERIALS, DRAWINGS REPRESENTATIONS, z e .- , L TOP OF WHITE N ENGIN INC PERMISSION FOR ANY COPIES O SAID BEAM. MAINTAIN LEVEL, < g e r I (2) # - (4) /3 BARS W GNWT &PLtA,�E REQ'D. FOR EXPANSIVE SOILS. Iu I I' CUR. TO REINF. s ,l ' Lr B° ' BARS / DECKING f ELECTRICAL 'J' BOX PER DETAIL y PROVIDE 2 1/2' COPT THERE AND SPECIFICATIONS EITHER ORIGINAL ON ;)15 CELT OR 4 «a / COPIES THERE AND TO SE MADE, COPIED OR ALTERED BY I THICK x /3 BARS io 1' MIN. CUR. VISWEEN ON TO 8' MIN. ABOVE DECO, WATER FIN BOND BEAM W CUR. BETWEEN ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE S1 SPA EIGHT jr O.C. ti AROUND ALL L7 3 BARS 12' CONING to E OR FLOOD UNE WHICH ISH PARALLEL BARS AUTHORIZED WITi THE E1PRESSEO N / (4 ) rR3 BARS POOL WRITTEN EA. WAY. PIPES. GRADE. PER DETAIL (R1 & #'12. DECKING. o O THE UUSERSER �O lIDGES 7H F SE HA O S � G AR• ° - N , w , O.C. EA. WAY. EVER IS GREATER. T U ALL CE THE NOTES 1 EHAS D HEIR& F. 1 "' .. •� EQ. EQ. WATER 'L SKIMMER .. BOND BEAM PER TABLE NO. 1. WATER COVER. YA L' q """ ^"' - '"""^""`"" ^ """`"` '""" """ PLUMBING MAY BE LOCATED REINFORCING PER DETAIL /10. 6• UNE 24' UNE 2 BARS U - - I. WER COR BOND BEAM HORIZONTAL NW, O V z 0 Z 2 t/2' IN BOND BEAM LO a o _ MAINTAIN t' CUR. TO REINF. .J.C. ti BARS MAY BE OVER OR CALLS BY. A NOT REWIRED If 6' MIN. 7 ( BEND V�� COMPACTED 3' �{UNDER VERTICAL BARS. CLEAR PROVIDED. s AROUND A�BE y I •°�° EILL I DRAWN BY: T.L.L. 24' MIN. LAP CIRCULATION DRAINS: 1° INTO SPA FLOOR /3 BARS . UNDER ��\ - -L ^ a \7 K 1 ° - PRECAST COPING OR BRICK -,,� CHECKED BY: R.L.L. PROVIDE (2) ANT- V'O27EX CRWLATION GRANS PER PUMP, OR POOL WARE 0 12'O.0 (2) I3 SKIMMER. 'g CONFER i \ �y� I 6 VI p � a� (2) /3 BARS ` � w COVERED NTH APPROVED A.S.M.E. ANTI - ENTRAPMENT ORATES EA WAY. GROUND WRE ` rI 1 0 THAT ARE HYnRAUI ICE I Y IRA[ ANORN AND %YMMFTRICAI I Y PLUMBED THROUGH • T' FITONGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 7. NON- EXPANSIVE EXPANSIVE NO D IGH ECK/H EXP. E F G E.F.P. 30 P.C.F. 45 P.C.F. 82.4 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3" W3 0 12" 3 J3 O 12° 3 #3 O 12' EXIENOED BELOW THE FROST -UNE NTH A MEANS TO PRECLUDE BUILD -UP O WATER. +avaaz Pool excavation shall be inspected by soils engineer prior to step, t :a0- =ment. Asa condition 5'0° 3" y3 0 6° 314' #3 O 6° 5" k3 0 6' 5'6" 3" 4° 6' 6'0" 3%' S 7° 7'0° 5` 6° /3 O 4 8" g 3 O 3 B'O 634" " 7 8%' ° 8'6 7 T¢" 8 9J4' 9 8` 9 Tom - 10'0° 9' 11 12' 11'0" 9` F' SEE STRUCTURAL NOTE III SHALLOW FEATURES - UNDISTURBED OR 9OZ COMiPACTED INTO N.T.S. 4 RAKED BOND BEAM N 5 NOTES HAS READ & U DER ALL OF THE NOTES D D HEREIN. 6 NOTE: PERMISSION ARE THE PROPERTY SOLEY BOND BEAM PER TABLE 9' & LARGER PROPERTY RIGHTS TO ALL DRAWINGS REPRESENTATIONS, 66 B' -8' BRICK OR PRECAST IDEAS, DETAILS, NOTES & SPECIFlCATONS EITHER COPIES ZPA AIR -UNE NO. i & DETAIL /12. - --�`- Y 2 CONCRETE COPING. OR ORIGINALS THEREOF THAT MAY BE WCWORA71D INTO 1 I THIS DESIGN O POOL MAY BE MOONED �` un rw'r ! -- - 4' -0" MIN. EXPANSION JOINT & SEALANT o 12' BAR LOCATICHN ER INTO SPA BOND co ' ,,,�„r,..;;«k.w.a: ;.,,,.N,...t MAY VARY TO COPYRIGHTED MATERIALS, DRAWINGS REPRESENTATIONS, z e .- , L TOP OF WHITE N ENGIN INC PERMISSION FOR ANY COPIES O SAID BEAM. MAINTAIN LEVEL, < g e r I (2) # - (4) /3 BARS W GNWT &PLtA,�E REQ'D. FOR EXPANSIVE SOILS. Iu I I' CUR. TO REINF. s ,l ' Lr B° ' BARS / DECKING f ELECTRICAL 'J' BOX PER DETAIL y PROVIDE 2 1/2' COPT THERE AND SPECIFICATIONS EITHER ORIGINAL ON ;)15 CELT OR 4 «a / COPIES THERE AND TO SE MADE, COPIED OR ALTERED BY I THICK x /3 BARS io 1' MIN. CUR. VISWEEN ON TO 8' MIN. ABOVE DECO, WATER FIN BOND BEAM W CUR. BETWEEN ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE S1 SPA EIGHT jr O.C. ti AROUND ALL L7 3 BARS 12' CONING to E OR FLOOD UNE WHICH ISH PARALLEL BARS AUTHORIZED WITi THE E1PRESSEO N / (4 ) rR3 BARS POOL WRITTEN EA. WAY. PIPES. GRADE. PER DETAIL (R1 & #'12. DECKING. o O THE UUSERSER �O lIDGES 7H F SE HA O S � G AR• ° - N , w , O.C. EA. WAY. EVER IS GREATER. T U ALL CE THE NOTES 1 EHAS D HEIR& F. 1 "' .. •� EQ. EQ. WATER 'L SKIMMER .. BOND BEAM PER TABLE NO. 1. WATER COVER. YA L' q """ ^"' - '"""^""`"" ^ """`"` '""" """ PLUMBING MAY BE LOCATED REINFORCING PER DETAIL /10. 6• UNE 24' UNE 2 BARS U - - I. WER COR BOND BEAM HORIZONTAL NW, O V z 0 Z 2 t/2' IN BOND BEAM LO a o _ MAINTAIN t' CUR. TO REINF. .J.C. ti BARS MAY BE OVER OR CALLS BY. A NOT REWIRED If 6' MIN. 7 ( BEND V�� COMPACTED 3' �{UNDER VERTICAL BARS. CLEAR PROVIDED. s AROUND A�BE y I •°�° EILL I DRAWN BY: T.L.L. 24' MIN. LAP CIRCULATION DRAINS: 1° INTO SPA FLOOR /3 BARS . UNDER ��\ - -L ^ a \7 K 1 ° - PRECAST COPING OR BRICK -,,� CHECKED BY: R.L.L. PROVIDE (2) ANT- V'O27EX CRWLATION GRANS PER PUMP, OR POOL WARE 0 12'O.0 (2) I3 SKIMMER. 'g CONFER i \ �y� I 6 VI p � a� (2) /3 BARS ` � w COVERED NTH APPROVED A.S.M.E. ANTI - ENTRAPMENT ORATES EA WAY. GROUND WRE ` rI 1 0 THAT ARE HYnRAUI ICE I Y IRA[ ANORN AND %YMMFTRICAI I Y PLUMBED THROUGH • T' FITONGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 7. CONCRETE EXPOSED TO FREEZING AND 1HAWNG IN A MOIST CONDITION OR DEICER CHEMICALS, OR t ` 6' GAM - LAP INTO SPA RE1NF. CONCRETE NTH RDWORCENENT INHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DOLING Date: SECTION AT SKIMMER CHEMICAL$, SALT. SALT WATER, BRACKISH WATER. SEAWATER OR SPRAY FROM THESE SOURCES.. & CEMENT SMALL CONFORM TO IBC SECTION 1903.1, ACT 318 SECTION 3.2, & ASTM C 150, 9. S OT(RETIE/WNITE IN CONTACT WTH SOIL SHAH BE IN ACCORDANCE NTH Aa 318 SECTION 4.21 y'"' '. Ptw checker FIXTURE LENS FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL q�, `tb 10 -KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS ° 11. ALL INTERIOR SURFACES O POOL/SPA SHALL BE COATED WITH A WATER -PROOF SURFACE . 12.FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN All Exgt°9JL7 e.4 4 S�I�A';t/ �pjA1�' e( y �- - INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AN SHALL NOT EXCEED 5 -FEET. t IIIN AREAS NTH SOIL CONDITIONS SUBJECT TO FROST- HEAVE THE FOLLOWING REQUIREMENTS APPLY: yV -e hi T+Cf3 // A<EC A-R-7i 1Z/ 9 C +TA e IN ACCORDANCE WITH IBC SECTION 1809.5, THE ENTIRE BOTTOM O POOL STRUCTURE AND OR C "� 5'/ �DF _l A? C PLUMBING MUST EXTEND BELOW THE FROST LINE O THE LOCAUTY. LALTERNATIVELY, WHERE DAMAGE TO THE POOL STRUCTURES. PLUMBING, ADJACENT STRUCTURES AND SURFACE IMPROVEMENTS IS A CONCERN, SELF - DRAINING GRANULAR BACKFILL MAY BE EXIENOED BELOW THE FROST -UNE NTH A MEANS TO PRECLUDE BUILD -UP O WATER. +avaaz Pool excavation shall be inspected by soils engineer prior to step, t :a0- =ment. Asa condition of the Use of Poo! E ',Imeering, Inc. structural plans, Soils Engineel -hall certify that the pool bottom COnforrns to StrUCtRral Note, t on Standard Pool Struclu I Plar1, F' SEE STRUCTURAL NOTE III SHALLOW FEATURES - UNDISTURBED OR 9OZ COMiPACTED INTO N.T.S. 4 RAKED BOND BEAM N 5 NOTES HAS READ & U DER ALL OF THE NOTES D D HEREIN. 6 NOTE: PERMISSION ARE THE PROPERTY SOLEY BOND BEAM PER TABLE 9' & LARGER PROPERTY RIGHTS TO ALL DRAWINGS REPRESENTATIONS, 66 B' -8' BRICK OR PRECAST IDEAS, DETAILS, NOTES & SPECIFlCATONS EITHER COPIES ZPA AIR -UNE NO. i & DETAIL /12. - --�`- Y 2 CONCRETE COPING. OR ORIGINALS THEREOF THAT MAY BE WCWORA71D INTO 1 I THIS DESIGN O POOL MAY BE MOONED �` un rw'r ! -- - 4' -0" MIN. EXPANSION JOINT & SEALANT o 12' BAR LOCATICHN ER INTO SPA BOND co ' ,,,�„r,..;;«k.w.a: ;.,,,.N,...t MAY VARY TO COPYRIGHTED MATERIALS, DRAWINGS REPRESENTATIONS, z e .- , L TOP OF WHITE N ENGIN INC PERMISSION FOR ANY COPIES O SAID BEAM. MAINTAIN LEVEL, < g e r I (2) # - (4) /3 BARS W GNWT &PLtA,�E REQ'D. FOR EXPANSIVE SOILS. Iu I I' CUR. TO REINF. s ,l ' Lr B° ' BARS / DECKING f ELECTRICAL 'J' BOX PER DETAIL y PROVIDE 2 1/2' COPT THERE AND SPECIFICATIONS EITHER ORIGINAL ON ;)15 CELT OR 4 «a / COPIES THERE AND TO SE MADE, COPIED OR ALTERED BY I THICK x /3 BARS io 1' MIN. CUR. VISWEEN ON TO 8' MIN. ABOVE DECO, WATER FIN BOND BEAM W CUR. BETWEEN ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE S1 SPA EIGHT jr O.C. ti AROUND ALL L7 3 BARS 12' CONING to E OR FLOOD UNE WHICH ISH PARALLEL BARS AUTHORIZED WITi THE E1PRESSEO N / (4 ) rR3 BARS POOL WRITTEN EA. WAY. PIPES. GRADE. PER DETAIL (R1 & #'12. DECKING. o O THE UUSERSER �O lIDGES 7H F SE HA O S � G AR• ° - N , w , O.C. EA. WAY. EVER IS GREATER. T U ALL CE THE NOTES 1 EHAS D HEIR& F. 1 "' .. •� EQ. EQ. WATER 'L SKIMMER .. BOND BEAM PER TABLE NO. 1. WATER COVER. YA L' q """ ^"' - '"""^""`"" ^ """`"` '""" """ PLUMBING MAY BE LOCATED REINFORCING PER DETAIL /10. 6• UNE 24' UNE 2 BARS U - - I. WER COR BOND BEAM HORIZONTAL NW, O V z 0 Z 2 t/2' IN BOND BEAM LO a o _ MAINTAIN t' CUR. TO REINF. .J.C. ti BARS MAY BE OVER OR CALLS BY. A NOT REWIRED If 6' MIN. 7 ( BEND V�� COMPACTED 3' �{UNDER VERTICAL BARS. CLEAR PROVIDED. s AROUND A�BE y I •°�° EILL I DRAWN BY: T.L.L. 24' MIN. LAP CIRCULATION DRAINS: 1° INTO SPA FLOOR /3 BARS . UNDER ��\ - -L ^ a \7 K 1 ° - PRECAST COPING OR BRICK -,,� CHECKED BY: R.L.L. PROVIDE (2) ANT- V'O27EX CRWLATION GRANS PER PUMP, OR POOL WARE 0 12'O.0 (2) I3 SKIMMER. 'g CONFER i \ �y� I 6 VI p � a� (2) /3 BARS ` � w COVERED NTH APPROVED A.S.M.E. ANTI - ENTRAPMENT ORATES EA WAY. GROUND WRE ` rI 1 0 THAT ARE HYnRAUI ICE I Y IRA[ ANORN AND %YMMFTRICAI I Y PLUMBED THROUGH • T' FITONGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 7. DAM WALL HORIZ. BAR LAP SPLICE: 6' GAM - LAP INTO SPA RE1NF. SECTION AT SKIMMER N.E.C. APPROVED CONDUIT. "' FIXTURE LENS " q�, `tb a \\ _ _ ' _ _ _ '- - - - ° BEND VERT. STEEL �- - 12' DAN - LAP INSIDE BARS INTO SPA REINF. - LAP OUTSIDE BARS INTO POO REINF. _. __ - -- - - -- .� I V M1CbCdJCU • -.p y 0. L r[ILL POOL MIN. (2) {)3 BARS MI . EIGHT. �+rc J 2 BOND BEAM PER �A SPA DETAILS MAY BE USED N.T.S. LAP EACH WAY _ 3 TABLE NO. 1. ` (-PLASTER V,� SPA DETAILS - FOR SPAS WITHOUT POOLS. 7 AROUND NICHE 3» 1 MIN. Q Qo If 4' -0' MIN. IMPERVIOUS DECK o * `� ROCK OR BRICK NOTCH 6 MIN. DEPTH APPROVED SEALANT - WOOD POST FROM REQUIRED / 4 INSTALL MANUFACTURER / IRED SLOPE 1 8 ° -1 ' PER _ VENT. STEEL ATTACHED PATIO COVER T ' y3 0 6' O.C. u MAX. DEAD + LIVE LOAD = 2000 Ib. 3 1/2• PER F OOT DRAIN O (2) 13 BARS. NOS, 5' -0 DEEP & BELOW. (R ••,•, •; ?_ i 1 LEVEL TOP OF BOND BEAM •••••• ROCK ON BOND BEAM. C2 m ' • : �. ... - :. .. .. ... _ ... 1. INSTALL N0. 8 COPPER GROUND FIRE FROM LIGHT NICHE TO HORIZONTAL STEEL � � • T i 1 WITH GROUT &PLACE 15/ W/ APPROVED POTTING COMPOUND PER NA- NOTE 5' MIN. , NON - METALLIC - FELT OR 4 MIL VISQUEEN ON s i.i 6 NOTE BRASS CONDUIT TO POOL REBAR OR NON - 3 . . �n /3 DABS 0 12' O.C. TYP. 1n BOND PERSON POST BASE. i SATURATION PROVIDE CONTROL JOINTS CONDUIT CAN B E USED NTN BNSIR.ATED N0. 8 COPPER MOUE TOP BOND DEAF. •- F"5'�N I- ") RECOMMENDED INHERE APPROPRIATE TYPICAL. TYPICAL INTERIOR THE PER ELECTRICAL & ki s N ` PRIOR TO NOTE* PLUMBING NOTE 2. 2 SWMYWNG POOL LIGHIRNG FIXTURES SHALL COMPLY NTH 8' REMAINDER OF JOINT IN STYROFOAM OR MASTIC L - I POURING DECK. PLAN AT SKIMMER APPLICABLE UNDERNOTERS' LABORATORIES REQUIREMENTS 2,C M REINFORCING TO EXTEND 24" YIN. EACH SINE OF RAMP. 3 1/Y MIN. CONC. PECKING. OTHER EXP. MATERIAL CONCRETE SHALL FOR UGHTING FIXTURES ILL STANDARD 676. ° x- TILE FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE PLAN VALID ONLY WITH WET FOR EXPANSIVE Ste, ADJACENT STRUCTURES.. STAMP & ENGINEER'S SIGNATURE IN RED INK ON PLAN. IN EXPANSIVE SOIL DETAILS ( AARE NO METS T a i , SC DECK S N.T.S. $ SKI MMER DETAIL N.T.s. 9 SECTION AT LIGHT N.T.S. 10 FREESTANDING PO W ALL 11 BOND BEAM DETAILS N .T.S. 12 A UTHORIZED TODD L LACIER, PEES: - SHEET: STANDARD POOL Anahe PREPARED IN ACCORDANCE WITH p00) 1201 Anaheim, California Ca Tustin Ave. 92807 - STRUCTURAL PLAN 2 012 INTERNATIONAL engineering Ph 100 inc. Phone: (714)630 -6100 www.poolang.com COPYRIGHT 2013, POOL ENGINEERING INC i;. 6 1 !10 71ODnrtcwmu. -- -- - --- 110� ��� XQ�la0N9 k 1f' dU fir IdO111W Ar NA fm AOW* Oaf r IM 1r 1`1111. W4111 � Am= r. » Iw. I1111IW"m 91ME„Rf�,Di �s nMr� r *A&W 4 Y Gk W1 Mlar� Ir IN liritr fiy LOM#W WAFRO Loom pIE►AJE,1'1411 m IM. L 41 � PHOD�1.5Pi3`A?IEA.W'nIrY fir IN flti�fir m drr IN omfw A t wruriu Srity fib .. 3 r • Ii A R YAP 11 p y � rv. r / 1 o \ ' +�-! T 4► „Ti fir _ "rJ E FI CARI^, ...�,�� ai. •:tea, .+ - =: _ '� �, � r d lilt 1111i 1111TV' F A ,Ill�jl •- . w �4 inclu Not i i1illmiIIIIIIIIIII 'IN K 4r qG Am* Am Wr j Ij 'r � � %�hr�S'�A'ot '•t � � �,;, ism �r,e�.� e � f / r / t r �d v _ i i 1 A v i VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY. ALL METALLIC ITEMS WITHIN 5-0" OF WATER'S EDGE OF POOL TO BE BONDED WITH 48 SOLID INSULATED WIRE (u .l. listed) FROM POOL STEEL. ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS....,.G.F I. OUTLET 10' MIN. AND 20' MAX FROM POOL. GATES TO BE SELF CLOSING AND SELF LATCHING AND SWING AWAY FROM POOL. STEEL OVERLAP @ 48 TIMES DIAMETER. RETURNS 18" MIN, DOWN FROM WATERLINE ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY. ALLOW MIN, 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EDGES AND BE POSITIVELY SLOPED FOR DRAINAGE. PROVIDE WEEP HOLES, DEWATERING PUMPS, UNDERORAIN SYSTEM AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM SEARING FOR THE DECK. ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO SHOTCRETE(CONCRETE) PLACEMENT. SWIMMING POOL ROOM FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER. PLAN DESIGNED PER: The 2009 edition Of the International B011ding Code (IBC) The 2009 aditlon of the IMematlonal MaOhenioal Coda IMC) The 2009 adldon of the International Energy Ctln68"Iflidll Code (IECC) The 2011 edition of the National EISCIACel Coda (NEC) The 2009 edition of the International PIUMbin4 Code [PC) ANSIINSPid AS LISTED IN SECTION AG107 AUTOMATIC POOL COVER ASTM APPROVED A.S.T.M. F.4346-91 BARRIER REQUIREMENTS PER 20091RC SECTION 0105.2 MAIN DRAINS PER ASTM standard F 134641 J WARD LANDSCAPES, LL 33!61 ST AVE #6 LONGMONT CO 80501 303 - 579 -4258 TITLE FREIMLITH RESIDENCE PROPERTY ADDRESS 3430 SIMMS STREET WHEAT RIDGE CO DATE 9/30/2013 Scale: tin = 1Oft. Oin. PAGE 1 OF 5 VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY. ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (U .I. listed) FROM POOL STEEL. ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS. _... G. F. I. OUTLET 10' MIN. AND 20' MAX. FROM POOL, GATES TO BE SELF CLOSING AND SELF LATCHING AND SWING AWAY FROM POOL, STEEL OVERLAP 0 48 TIMES DIAMETER. RETURNS 18" MIN. DOWN FROM WATERLINE ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY. ALLOW MIN. 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EDGES AND BE POSITIVELY SLOPED FOR DRAINAGE. PROVIDE WEEP HOLES, DEWATERING PUMPS, UNDERDRAIN SYSTEM AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK. ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO SHOTCRETE (CONCRETE) PLACEMENT. SWIMMING POOL ROOM FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER, PLAN DESIGNED PER: The 2009 edition of the International Building Code (IBC) The 2009 edition of the International Mechanloal Code (IMC) The 2009 edRlon of the International Energy Conservation Code (IECC) The 2011 edition of the National Elaettloal Coda (NEC) The 2009 edition of the International PlUmolog Code ([PC) ANSIINSP14 AS LISTED IN SECTION AG 107 AUTOMATIC POOL COVER ASTM APPROVED A.S.T.M. F. -034851 BARRIER REQUIREMENTS PER 20M IRC SECTION 0105.2 MAIN DRAINS PER ASTM standard F 134"1 SJ WARD LANDSCAPES, LLC 331�1 ST AVE #6 LONGMONT CO 80501 303 - 579 -4258 TITLE FREIMLITH RESIDENCE PROPERTY ADDRESS 3430 SIMMS STREET WHEAT RIDGE CO DATE 9130/2013 Scale: 3/16" = 1' -0" PAGE 2 OF 5 JCAL DETAIL TO SERVICE NG 7H �. I G.F.I. OUTLET PROTOCALL ADAPTER _ L (OPTIONAL) 4 WIRE 22 GUAG�c PENTAIR EASY TOUCH I CONTROLLER GFI BREAKERS i , , ' (PUMPS) 230+ PUMP SCREENLOGIC INTERNET SERVICE CONNECTION (OPTIONAL) 3 #12S IN 314" CONDUIT STEEL SCHEDULE AND CONCRETE THICKNESS PER STRUCTURAL PLAN l -3 #10s IN 1" CONDUIT _ ____ __ __ __ ____ ____ __ ____ _____ __ ____ #8 AWG INSULATED ENT TO BE PA�� IN -HOUSE STEEL SCHEDULE -- MASTER AND CONCRETE THICKNESS FLOW VS•3050 )NS PUMP STEEL CONTROL 2/CAL PER 16 AMPS MOTOR i METALLIC ITEMS WITHIN 3*0' OF WATER'S POOL 4 WIRE 'OOL TO BE BONDED WITH #8 SOLID INTELLI . ' GUAGE R G I I 3 #12S IN 314" CONDUIT STEEL SCHEDULE AND CONCRETE THICKNESS PER STRUCTURAL PLAN l -3 #10s IN 1" CONDUIT _ ____ __ __ __ ____ ____ __ ____ _____ __ ____ #8 AWG INSULATED ENT TO BE PA�� COPPER WIRE STEEL SCHEDULE IN$TELLI GROUND TO POOL 'ACTURER z3M AND CONCRETE THICKNESS FLOW VS•3050 )NS PUMP STEEL PER STRUCTURAL PLAN 2/CAL PER 16 AMPS MOTOR !C METALLIC ITEMS WITHIN 3*0' OF WATER'S POOL 'OOL TO BE BONDED WITH #8 SOLID INTELLI NIRE (u.I. listed) FROM POOL STEEL, ALL FLOW VS -3050 PUMP RES CONNECTED TO STEEL WITH BRASS 16 AMPS ;S...- OUTLET 10' MW. AND 20' MAX. FROM POOL PENTAIR PUMP PIPING NOTES ALL PIPING TO BE PVC SCHEDULE 40 MINIMUhl AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO GONITE (CONCRETE) PROVIDE 5 PIPE DIAMETERS CLEAR LENGTH BEFORE PUMPS ON SUCTION SIDE PIPING TO BE INSTALLED 18" MIN BELOW GRACIE AND TRENCHES TO BE BACKR LED W/ CLEAN SANL WELL WATER: IF POOL IS TO BE FILLED WITH WELL WATER PROVIDE PREFILTER eea TILE HAND HOLDS 4' olc SWIMMING POOL ELECTRrAL BONDING &GROUNDING ON RAISEDWALLS J - - - -� Tile HandHold Tile Hand Tile Hand Hold Side Hold Front View View cLAMFING DETAIL TIL HAND HOLD DETAIL 35' 175 am �N gm 0 gD Q d 2-1/2 T' SHEER DESCENT "J" BOX MIN. ABOVE WATERLINE COVER TROUGH —I b� __. _ 4 MIN SPA FILTER DETAIL IS NO CROSS APPR( Subject to Fiell Wheat Ridge E Date: (� • PENTAIR 2-WAY VALVE - PENTAIR 3-WAY VALVE ®^ - PENTAIR CHECK VALVI (� • BUTTERFLY VALVE v �A •SKIMMER NITS • NOT TO SCALE •ACTUATOR [ O •SOLENOID VALVE \I1/ -BALL VALVE �-4 SHEER DESCENT WATERFALLS � I VGB APPROVED MAIN DRAIN GRATE Ia ,► ITn — SECURED IN PLACE SO TOOLS ARE LI y LIGHT REQUIRED FOR REMOVAL 18" MIN. D -/ \._ FROM 18 "MIN. DOWN MAXIMUM FLOOR SLOPE MAXIMUM FLOOR SLOPE FROM W/L 1 R. IN Tft Tft. IN 7 f 6" MIN. 3/4" GRAVEL ""�+ - `-" SIDE VIEW / — HYDROSTATIC VALVE WITH WELLPOINT 3cale: 1/4" = V -0" PVC LINER J JUNCTION BOX locate 12' min. above , water line. DECK DETAIL POOL STRUCTURAL DETAIL SLOPE DECK 1/8" PER FOOT FROM POOL. EXPANSION JOINT (SEALED) — y 4 " MIN; I - -- ..- -- 4 #4S CONT. LIGHT CORD (IN CONDUIT) #SAWG COPPER WIRE COPING 6" X 6" TILE MIN. FROM TOP OF LIGHT TO WATERLINE (2) 120v LED REMOVABLE UNDERWATER LIGHT PSI SHOTCRETE POOL STEEL TO HAVE MIN. 3" SHOTCRETE ENCAPSULATION POOL STEEL OVERLAP @ 48 TIMES DIAMETER MIN. 3" CONCRETE COVER GENERAL NOTES: STRUCTURAL. INSPECTIONS: POOL SHELL FORMS & REINFORCEMENT SHALL BE INSPECTED PRIOR TO CONCRETE PLACEMENT W /MIN. 24 HOURS ADVANCE NOTICE. CONCRETE' ALL CONCRETE SHALL CONFORM TO ACA 318 -08. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE /SHOTCRETE). ALL SHOTCRETE SHALL CONFORM TO ACI 506 -R90 & IBC SECTION 1913. MIN. 28 -DAY STRENGTH- 3000 PSI ALL REINFORCING STEEL SHALL BE A615 GRADE 60 INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A.T.S.W :15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS. CONCRETE MUST BE PLACED CONTINUOUSLY W/O HORIZONTAL COLD JOINT. IF COLD JOINT IS DESIRED APPROPRIATE VERTICAL REINFORCEMENT MUST BE PROVIDED. COLD WEATHER PLACEMENT SHALL CONFORM TO PRACTICE SET FORTH IN ACI MANUAL OF CONCRETE PRACTICE. F UNDATIONS: POOL SHELLTOUNDATION DESIGNED IN ACCORDANCE W/ RECOMMENDATION REPORT #12.213.13 BY PICKERINO, COLE & HIVNER, DATED JULY 10, 2013 ALL RECOMMENDATIONS & PRECAUTIONS CONTAINED IN THAT REPORT SHALL BE ADHERED TO BY THE CONTRACTOR. FOOTINGS (SHELL FLOOR) SHALL BE PLACED UPON UNDISTURBED NATURAL SOIL OR COMPACTED FILL TESTED & APPROVED BY SOILS ENGINEER, PIPI ALL POOL PIPING SHALL BEAR THE N.S.F: PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING AND POOL EQUIPMENT TO COMPLY WITH BUILDING CODE, WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED CONNECTION WITH A DOMESTIC WATER SUPPLY OR WA1 SHALL MEET ALL REQUIREMENTS IN BUILDING CODE. DRAIN SYSTEM TO BE CONSTRUCTED BY PROVIDING A 6 -INCH LAYER OF COMPACTED, CLEAN GRAVEL (MINIMUM 0.75 -INCH SIZE) BENEATH POOL, THE GRAVEL LAYER %HOULD BE UNIFORMLY SLOPED TO A 4 -INCH PERFORATED DRAIN PIPE RUNNING DOWN THE CENTER OF THE POOL LENGTHWISE WITH CROSS CONNECTING "T "s OR "Y "s ON 6- FOOT CENTERS AND GRAVITY DRAINING TO A SUMP -PIT. VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY. ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u .l. listed) FROM POOL STEEL, ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS.._,. G. F. I. OUTLET 10' MIN. AND 20 MAX. FROM POOL, GATES TO BE SELF CLOSING AND SELF LATCHING AND SWING AWAY FROM POOL. STEEL OVERLAP @ 48 TIMES DIAMETER. RETURNS 18" MIN. DOWN FROM WATERLINE ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY, ALLOW MIN. 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SUP RESISTANT FINISH WITH NO SHARP EDGES AND BE POSITIVELY SLOPED FOR DRAINAGE. PROVIDE WEEP HOLES, DEWATERING PUMPS, UNDERDRAIN SYSTEM AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK. DOLE 40 MINIMUM AND ALL PRESSURE PIPING At D MAIN DRAIN PIPING I BE PRESSURE TESTE PRIORTO SHOTCRETE r�$[}CpR[E;TtE) PLACEMENT. r SPAFn1�IRG ROOM FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER. I I g Dept DESIGN IS BASED ON MINIMUM SOIL BEARING CAPACITY OF 1500 PSF IF SOIL CONDITIONS DIFFER FR M ASSUMED VALUES u� )R ENGI EER FOR RECOM ISPITORP.CKer PLAN gleblUNIOU F K: The 2009 edition of the International BUIlding Code (IBC) The 2009 edition of the International Mechanical Coda IMC) The 2009 edition of the Intematlonai Energy Conservation Code (IECC) The 2011 edition of the National ElacVicel Code (NEC) The 2009 edition of the International PIUMbing Code (IPC) ANSMNSPI.5 AS LISTED IN SECTION AGO 07 AUTOMATIC POOL COVER ASTM APPROVED A.S.T.M. F.43499A1 BARRIER REQUIREMENTS PER 20091RC SECTION G105.2 MAIN DRAINS PER ASTM Standard F 134991 S] WARD LANDSCAPES, LLC 336 ST AVE #6 LONGMONT CO 80501 303 -579 -4258 TITLE FREIMUTH RESIDENCE PROPERTY ADDRESS 3430 SIMMS STREET WHEAT RIDGE CO DATE 9/30/2013 Scale: 114" = V -0" PAGE 40.F5 INTELLI FLO INTELLI FLO 3HP 3HP PUMP PENTAIR PUMP HEATER CCP 240 PENTAIR CCP320 CARTRIDGE CARTRIDGE FILTER FILTER N TIME LU Yf Z MIN. STRAIGHT 5 TIME OPTIONAL I MIN. STRAIGHTS (PIPE DIA. BEFORE ANY CL PIPE DIA. BEFORE ANY - LORINATOR FITTING FrTTING j HC- 3330 D_ N) Z N N N Ni H 'O to z a CHECK to m 1 g c to VALVE v to rn A A 1 Z N Z DRAIN SYSTEM TO BE CONSTRUCTED BY PROVIDING A 6 -INCH LAYER OF COMPACTED, CLEAN GRAVEL (MINIMUM 0.75 -INCH SIZE) BENEATH POOL, THE GRAVEL LAYER %HOULD BE UNIFORMLY SLOPED TO A 4 -INCH PERFORATED DRAIN PIPE RUNNING DOWN THE CENTER OF THE POOL LENGTHWISE WITH CROSS CONNECTING "T "s OR "Y "s ON 6- FOOT CENTERS AND GRAVITY DRAINING TO A SUMP -PIT. VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY. ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u .l. listed) FROM POOL STEEL, ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS.._,. G. F. I. OUTLET 10' MIN. AND 20 MAX. FROM POOL, GATES TO BE SELF CLOSING AND SELF LATCHING AND SWING AWAY FROM POOL. STEEL OVERLAP @ 48 TIMES DIAMETER. RETURNS 18" MIN. DOWN FROM WATERLINE ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY, ALLOW MIN. 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SUP RESISTANT FINISH WITH NO SHARP EDGES AND BE POSITIVELY SLOPED FOR DRAINAGE. PROVIDE WEEP HOLES, DEWATERING PUMPS, UNDERDRAIN SYSTEM AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK. DOLE 40 MINIMUM AND ALL PRESSURE PIPING At D MAIN DRAIN PIPING I BE PRESSURE TESTE PRIORTO SHOTCRETE r�$[}CpR[E;TtE) PLACEMENT. r SPAFn1�IRG ROOM FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER. I I g Dept DESIGN IS BASED ON MINIMUM SOIL BEARING CAPACITY OF 1500 PSF IF SOIL CONDITIONS DIFFER FR M ASSUMED VALUES u� )R ENGI EER FOR RECOM ISPITORP.CKer PLAN gleblUNIOU F K: The 2009 edition of the International BUIlding Code (IBC) The 2009 edition of the International Mechanical Coda IMC) The 2009 edition of the Intematlonai Energy Conservation Code (IECC) The 2011 edition of the National ElacVicel Code (NEC) The 2009 edition of the International PIUMbing Code (IPC) ANSMNSPI.5 AS LISTED IN SECTION AGO 07 AUTOMATIC POOL COVER ASTM APPROVED A.S.T.M. F.43499A1 BARRIER REQUIREMENTS PER 20091RC SECTION G105.2 MAIN DRAINS PER ASTM Standard F 134991 S] WARD LANDSCAPES, LLC 336 ST AVE #6 LONGMONT CO 80501 303 -579 -4258 TITLE FREIMUTH RESIDENCE PROPERTY ADDRESS 3430 SIMMS STREET WHEAT RIDGE CO DATE 9/30/2013 Scale: 114" = V -0" PAGE 40.F5 2 -1/2" POOL RETURN LINE 2" SPA SKIMMER LINE 2 -1/2" SPA JETS LINE 3" SPA MAIN DRAIN LINE 2" SHEER DESCENT 4" DEWATERRING LINE TO SUMP 3" POOL MAIN DRAIN LINE 2" POOL SKIMMER LINE 2" POOL SKIMMER LINE _ SPA LIGHT t" CONDUIT TO "J" BOX MIN. 4' FROM WATER'S EDGE o % (FINAL LOCATION _.._. ... TO BE DETERMINED) I �W%I ®L® \ HAND HOLDS O ® 4 DEEP 4' DEEP \ \' 4' SHEER DESCENT LOCKING POOL COVER - i SWITCHES FINAL LOCATION TBDI 1 1/2" DIRECTIONAL O UNOBSTRUCTED LINE OF SITE I INLETS C O _i REQUIRED 5 DEEP _ i I I I _ 4 " I I 1 - j i L --- T' I MAIN DRAIN 9" X 9" -- q--— 1 "CONDUIT— TYP.OF 2 I I: T DEEP (2) INTELLIBRITE LED underwater light & niche - \ — SKIMMER Pentair. \ r —SKIMMER 4 01// 010 + A } LO Li ---------------------------------- - ------ --------------------------------- —'— — q — _ _ _ _ — _ - - -- -- - -- -- -- ---- -- -- -- -- - -- -- -- ----- --- -- -- --- ---- -- -- - ------------ -................. -............ FDate: -- — .—._ ._._. LIGHT 1" CONDUIT APPROVED TO "J" BOX MIN. 4' FROM ubject to Field Inspections WATER'S EDGE (FINAL LOCATION heat Rid g p TO BE DETERMINED) ge Buildin De t. X*Abvb�v Plan VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY. ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF POOL TO BE BONDED WITH 116 SOLID INSULATED WIRE (u.l. listed) FROM POOL STEEL, ALL GROUND WIRES CONNECTED TO STEEL WITH'i BRASS GROUND LUGS,__. G. F.I. OUTLET 10' MIN, AND 20 MAX, FROM POOL. GATES TO BE SELF CLOSING AND SELF LATCHING AND SWING AWAY FROM POOL. STEEL OVERLAP 0 46 TIMES DIAMETER. RETURNS 16" MIN. DOWN FROM WATERLINE ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY. ALLOW MIN. 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SLIP RES'STANT FINISH WITH NO SHARP EDGES AND BE POSITIVELY SLOPED FOR DRAINAGE. PROVIDE WEEP HOLES, DEWATERING PUMPS, UNDERDRAIN SYSTEM AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK. ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO SHOTCRETE (CONCRETE) PLACEMENT. SWIMMING POOL ROOM FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER. PLAN DESIGNED PER: The 2008 edition of the International Building Code (IBC) The 2008 edition of the International Mechanical Code IMC) The 2008 edlQon of the International Energy Conservation Code (IECC) The 2011 edition df the National Elecitioai Code (NEC) The 2000 edMon of the In"Metional Plumbing Code (IPC) ANSUNSPI45 AS LISTED IN SECTION A3107 AUTOMATIC POOL COVER ASTM APPROVED A.S.T.M. F: 134641 BARRIER REQUIREMENTS PER 2008 IRC SECTION 11 0105.2 MAIN DRAINS PER ASTM standard F 134641 SJ WARD LANDSCAPES, LLC 33�1 ST AVE #8 LONGMONT CO 80501 303 -579 -4258 TITLE FREIMUTH RESIDENCE PROPERTY ADDRESS 3430 SIMMS STREET WHEAT RIDGE CO DATE 9/30/2013 Scale: 1/4" = V -0" PAGE 3 OF 5 COVERSTAR ELECTRIC POOL COVER SYSTEM WITH TRAY LID ACCESS. SEE MANUFACT. SPECS.FOR T R 0 U G H DIMENSIONS AND C 0 V E R INSTALLATION INSTRUCTIONS. ASTM APPROVED. A.S.T.M. F.-1346-91 ,_ _,EXPANSION JOINT 2V LENGTH 7 ft. 0 in. WIDTH 7 ft. 0 in. MIN. DEPTH 3 ft. 0 in MAX.OEPTH 45m. 1" cantilever 49s.f P OOL WALLS 28 ft. GALLONS 800 TURNOVER RATE 30 GPM to 40 GPM CANTILEVER MUST HAVE 1 " MIN. FLAT BOTTOM ON SIDE WALLS 1 "ON FAR END 1 �R RETURN LINE ELEVATION E �vN� Em PENTAIR 2-WAY VALVE PENTAIR 3-WAY VAL PENTAIR CHECK VALVI�, BUTTERFLY VALVE SKIMMER I NTS NOT TO SCALE -ACTUATOR SOLENOID VALVE BALL VALVE VIED SU d Inspections W a Building Dept. DaW, Sign W ecker SPA SPECIFICATIONS LENGTH 7 ft. 0 in. WIDTH 7 ft. 0 in. MIN. DEPTH 3 ft. 0 in MAX.OEPTH 45m. AREA 49s.f PERIMETER 28 ft. GALLONS 800 TURNOVER RATE 30 GPM to 40 GPM JETS (6) THERAPY JETS VENTURY - WATERWAY LIGHT(S) (1) INTELLIBRIGHT SO LED - PENTAIR N DRAINS (2) -12 X 12 VGS APPROVED (GRAY) - WATERWAY FILTER CCP240- PENTAIR PUMP (1) VS-3050 INTELLI FLO - PENTAIR HEATER 400,000STU MASTERTEMP - PENTAIR rMANUAL COVER (1) RIDGID - SPA MATE TRO (1) EASYTOUCH WIRELESS SHARED WITH POOL - PENTAIR ICON� ING 1 2 2-1/2" IFINISH TO BE DETERMINED 10THER (1) HYDROSTATIC EQUALIZER VALVE - HAYWARD GENERAL NOTES: STRUCTURAL. INSPECTIONS: POOL SHELL FORMS & REINFORCEMENT SHALL BE INSPECTED PRIOR TO CONCRETE PLACEMENT WIMIN. 24 HOURS ADVANCE NOTICE. CONCRETE: ALL CONCRETE SHALL CONFORM TO A,C] 318-08. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE GUNITE/SHOTCRETE). ALL SHOTCRETE SHALL CONFORM To ACI 5DrR90 & IBC SECTION 1913. MIN. 28-DAY STRENGTH= 3000 PSI ALL REINFORCING STEEL SHALL BE A61 6 GRADE 60 INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A,T.S,M,-15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN A( WITH 01 STANDARDS AND SPECIFICATIONS. CONCRETE MUST BE PLACED CONTINUOUSLY W/O HORIZONTAL COLD JOINT, IF COLD JOINT IS DESIRED APPROPRIATE VERTICAL REINFORCEMENT MUST BE PROVIDED. COLD WEATHER PLACEMENT SHALL CONFORM TO PRACTICE SET FORTH IN ACI MANUAL OF CONCRETE PRACTICE. FOUNDATION$: POOL SHELL/fOLINDATION DESIGNED IN ACCORDANCE W/ RECOMMENDATION REPORT #12.213.13 BY PICKERING, POLE & HIVNER, DATED JULY 10, 2013 ALL RECOMMENDATIONS & PRECAUTIONS CONTAINED IN THAT REPORT SHALL BE ADHERED TO BY THE CONTRACTOR. FOOTINGS (SHELL FLOOR) SHALL BE PLACED UPON UNDISTURBED NATURAL SOIL OR COMPACTED FILL TESTED & APPROVED BY SOILS ENGINEER, PIPING7 ALL POOL PIPING SHALL BEAR THE N 8,F,-PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN, POOL PIPING AND POOL EQUIPMENT TO COMPLY WITH BUILDING CODE. WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN BUILDING CODE. POOL SPECIFICATIONS LENGTH 35 ft, 0 In WIDTH 20 ft, 0 in MIN, DEPTH 3 ft. 0 in MAX DEPTH Sft� 0 in AREA 700 sJ PERIMETER 100 fti 0 in GALLONS 20,500 TURNOVER RATE 8 ZURS 6 67 GPM INLET FfTTINGS Pump (a) 1-1 ADJUSTABLE EYE BALL FrTTING, GRAY SLIP IN - PENTAIR ri (1) INTELLIFLO VS-3050 SINGLE PHASE - PENTAIR FILTER (1) CCP320 - PENTAIR LIGHTS) (2) InteliBirde 50 LED - PENTAIR MAIN DRAINS 42) 24" X 24" VGB APPROVED (GRAY) � WATERWAY SKIMMERS (2) � PENTAIR THERMOMETER (1) UNDERWATER - PENTAIR WALL BRUSH HAND SKIMMER (1) - llr'� PENTAIR (1) � LEAF NET - PENTAIR TEST KIT (1) TEST KIT - PENTAIR AUTOMATION (1) EASY TOUCH 8 FUNCTON, DUAL CONTROL - PENTAIR CHEMICAL AUTOMATION N/A CONTROLS ( EAsyroUCH CONTROL PANEL OR WIRELESS - PENTAIR CHLORINATOR OPTIONAL - RAINBOW - PENTAIR HEATER (1) 400,000 BTU MASTERTEMP NATURAL GAS HEATER - PENTAIR VACUUM ( 1 liz VACUUM HEAD - PENTAIR W/ 35- HOSE - WATERPRO POLE (1) - & TO 15' TELESCOPING POLE � PENTAIR COPING 14" X 24" X 2-IIZ' HY D ROSTAT)C MITIGATION (1) Z'HYSOROSTATIC EQUILIZER VALVES - HAYWARD ' COVER AUTO POOL COVER W/ TRAY LID SYSTEM - COVERSTAIR UNDERGUIDE ENCAPSULATION AUTO POOL COVER ENCAPSULATED UNDERGUtOE . rOVERSTAR FEATURES (1) 48" SHEER DESCENT WATERFALL - PENTAiR ITILE 6' X F'FROST PROOF VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY. ALL METALLIC ITEMS WITHIN &-0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u I listed) FROM POOL STEEL ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS , �G F.I. OUTLET 10' MIM AND 20'MAX. FROM POOL, GATES TO BE SELF CLOSING AND SELF LATCHING AND SWING AWAY FROM POOL STEEL OVERLAP 0 48 TIMES DIAMETER RETURNS 1 S" MIN DOWN FROM WATERLINE ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY ALLOW MIN. 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EWES AND BE POSITIVELY SLOPED FOR DRAINAGE. PROVIDE WEEP HOLES, DEWATERING PUMPS, UNDERDRAIN SYSTEM AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO SHOTCRETE (CONCRETE) PLACEMENT. SWIMMING POOL ROOM FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER DESIGN IS BASED ON MINIMUM SOIL BEARING CAPACITY OF 1500 PSF IF SOIL CONDITIONS DIFFER FROM ASSUMED VALUES CONSULT A STRUCTURAL ENGINEER FOR RECOMMENDATIONS PLAN DESIGNED PER: The 2009 edition of the International Building Code (ISC) The 2009 edition of the International Mechanical Code IMC) The 2009 addition of the International Energy ConservattOn Cade (IECC) The 21M I adifion W the National Electrical Odds (NEC) The 2W9 edition W the International Plumbing Code (IPC) ANSIINSPI-6 AS LISTED IN SECTION A01 07 AUTOMATIC POOL COVER ASTM APPROVED A.S.T.M. F..1346.91 BARRIER REQUIREMENTS PER 21109 111 SECTION 40105.2 MAIN DRAINS PER ASTM standard F 1346.91 Sl WARD LANDSCAPES, LLC 336'ST AVE #6 LONGMONT CO 80501 303-579-4258 TITLE FREIMUTH RES)DENGFE PROPERTY ADDRESS 3430 SIMMS STREET WHEAT RIDGE CO DATE 9/30/2013 Scale: 1/4" dc V-0" PAGE 5 OF 5 Lauren Mikulak From: Lauren Mikulak Sent: Friday, October 25, 2013 4:55 PM To: 'drmike@myprosmile,com' Subject: 3430 Simms Street Attachments: Flood Plain Permit,PDF IgI11111p�11111r11:11111 II1!!JJJ !IIIIIIIIIIIIIII1111;1�11 III F � III I I completed floodplain permit application (top half • the attached document) 2. A$100reviewfee I A written explanation of where you will be putting the dirt displaced for the pool These can be submitted to the City of Wheat Ridge Community Development Department, and they will be reviewed by the City's Floodplain Manager, Mark Westberg. I will be out of the office next week, but this review can take place in my absence (main office phone number: 303-235-2846). Thank you, City of 0 Qw UNITY to) my MAN thiscomm rucationinerror Aeaseno t 4— network to which your computer is connected. Thank you, I fit. Mike, This email is an update regarding your building permit application, With the adoption by FE MA of new floodplain reaps in February 2014, the property at 3430 Simms Street is no longer in the floodplain. I can now review and approve your building permit application. The Building Division will be in touch when your permit is ready for pickup. Thank you, MI Planner It Office Phone: 303-235-2846 Pram: Lauren Mikulak Sent: Friday, October 2, 2013 4:55 PM To: 'drmike @myprosrmle.com' Subject: 3430 Simms Street Mike„ This email is a follow -up to a voice message I left earlier this week regarding the building permit application submitted for 3430 Simms Street. The application was for pool and gazebo areas. The property at 3430 Simms strut is currently in the FEA regulated flood plain. Once new maps are adopted in February, the property will be out of the floodplain, but until that time the building permit cannot be issued without until a floodplain permit is submitted. If you are seeking to obtain the permit before February 2014, you will need to submit the following items for review: 1. A completed floodplain permit application (top half of the attached document) 2. A $100 review fee 3. A written explanation of where you will be putting the dirt displaced for the pool These can be submitted to the City of Wheat Ridge Community Development Department, and they will be reviewed by the City's Floodplain Manager, bark Westberg. I will be out of the office next week, but this review can take place in my absence (main office phone number: 303- 235 - 2846 ). 0 YK stone center Inc. IS$ FedeW Blvd. Deftvtr. CO 80219 1 303-935-6185 Off, 303-935-6500 Fax. www.YKS Com "'EATIONS I NC. Michael McGuire Concreations Inc. PO BOX 19219 Denver, CO 80219 January 6, 2014 This letter is to info nn the City of Wheat Ridge Building Department and its inspectors, that I (Michael McGuire) no longer work at 3430 Simms St, as the General Contractor, therefore, I request that my license be removed from permit # 201300271 issued on 03/07/2011 ii I i I i 1 i diiiiiii I I I I No= P.O. Box 19219. Denver, CO. 80219 Ph: 303.783.1363 Fax: 303.386.3737 Mailin • xar r r •r se b a ¢ 1k w a.... '. s # r ♦ r+ III FUL, Ft ss•« : Gollons s r SUILt"NO + Roviewet w • 1 1 w Facsimile Application City of Wheat Ridge Storniwater Quality Program 75001. 29th Ave. 303-235-2871 J.DPW DEPT PROGRAM S\STORMWATER PROGRAM\COWR SWMP PROGRAM\By Year\20131 #3 MCM\3430 Simms St\ID Photo Inspection 092513.xlsx City of Wheat Ridge Stornmater Quality Program 7500 W 29th Ave, 303-235-2871 Wheatfl,idge E:L Culvert pipe appears not to be at the right elevation and does not match the pipe material at the east end, which is a corrugated metal pipe see# ## 3 Culvert pipe appears not to be at the right elevation and does not match the pipe material at the east end, which is a corrugated metal pipe see photo 3 J:\PW DEPT PROGRAM S\STORMWATER PROGRAM\COWR SWMP PROGRAN4\13y Year\2013\93 MC M\3430 Simms St\ID Photo Inspection 092513.xlsx City of Wheat Ridge 7500 W, 29th Ave, 303-235-2871 tart JAPW DEPT PROGRAMS\STORMWATER PROGRAM\COWR SWMP PROGRAM\By Years0 1 3\#3 MCM\3430 Simms St\ID Photo Inspection 092513,xlsx City of Wheat Ridge Stormwater Quality Program 7500 W. 29th Ave. 303-235-2 Wheat R-k-lee L vnoio to Unknown pipe, appears to be the same as the other pipe in question, see Photos 1 and 2 -I J:\PW DEPTPROGRAMS\STORM WATER PROGRAM\COWR SW MP PROGRAM By Year\'-)O 1343 MCM\3430 Simms SOD Photo Inspection 092513.xfsx City of Wheat Ridge Stormwater Quality Program 7500 W 29th Ave. 303-235-2871 Wh Chapter 20 "Stormwater Quality and Control" Article It, Sec. 20-11, (6) J:\PW DEPTPROGRAMS\STORMWATER PROGRAM\COWR SWAMI' PROGRAM\By Year\. MCM\3430 Simms SOD Photo Inspection 092513.xlsx e pipe that was observed is not the original pipe, and is highly suspect as to its -Ictiveness. This leads to the question of where the original culvert pipe is. The original , e needs to be unearthed and needs to be televised showing that it is still in the condition , the approved plans design and elevations. The mud on Simms St. still has yet to be aned up and this constitutes an illicit discharge under Chapter 20 of the City's codes. til these matters are addressed no building inspections will be conducted and therefore Certificate of Occupancy can be issued. WZMMM City o Wh6atl� �'lctie CC i tttl lr DrvELOPMENT 01 Plan # Permit Building er it Application (Complete a highlighted areas) Property Ow {please print }; � � rt , . Phone: /, &, 6" b' Addre City, State, Zip: f 4 rw ' / 'Contractor: Contractors City License #. '� � . Phone: 363 8 .b-2616 Y 4 G a , 'C:a -'. ' "� °i lulxlt ?inn: t- r . " tieCtl rS! OWNEWCONTRACTOR 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 to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described word and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CI"RC ONE (OWNER) (CONTRACTOR) +fir (AUTHORIZED REPRESENTATIV of (OWNER) ( £ 14 . . t .. ` i l t€Cl l t Ci s ' J o TE. 1 q �t Reviewe PU rcevte r: .. "4 1 AlostalgicStone, hic. WO Wulaut Street Denver, CO 80205 v 303-296-282 N#. d. ;v nm. "' stf-,. �s a s6and'a. elha� Ok, "p fiom Uw m c"" ,,r tt st, $n �',my vvay, fm"+ tc,+ ""-10 k V'J � z I , ", - i Wu� v an""," t um 'i ii sp? � WS. "I"M H� �dd fir oi� MAR 1, 2013 ESE: 3430 S IMMS STREET INTERIOR ELEVATIONS ARE PROVIDED. THE COLUMNS AT THE BARREL CEILING ARE FOAM AND NOT STRUCTURAL. AS THE CEILING IS FRAMED FROM THE ROOF TRUSS SYSTEM. HE POWDER IN THE HEALTH CENTER IS EXISTING TO REMAIN. A PLAN IS ATTACHED SHOWING ELECTRICAL IN THE HEALTH CENTER. THE MECHANICAL IS EXISTING TO REMAIN. DRAWING PROVIDED SHOWING SOUTH MECHANICAL UNIT WITH ACCESS IN POWDER ROOM. t l s EQUIPMENT HEATING • • EQUIPMENT Make n/a Design infra rm a ion '. Make nta Htg Cig Infiltration Outside • « Trade n/a Method Inside db ► 74 Construction « Semi-tight Design s (*F) 73 21 Firepla Daily range Cond nfa «- humidity u Moisture « EQUIPMENT HEATING • • EQUIPMENT Make n/a Make nta Trade n/a Trade n/a Model n/a Cond nfa AHBI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 "1= Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load Sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AV W) (Btuh) (Btuh) (cfm) (cfrn) (Not Served by Hydronic) p 8522 101222 82511 0 0 Bsmt /Main System d 2302 28123 20435 804 1000 Great .m System d 1258 40301 18914 800 1 Health Ctr System d 1214 30969 15323 800 1 Master /Guest Syst d 2928 75364 30151 1400 1600 Radiant p 2641 79065 34243 0 0 Upper /Main Syt. d 3451 55534 37942 1400 1600 Entire House d 11163 230287 116024 5200 6200 Other equip loads 15947 4369 Equip. @ 1.00 ISM 120393 Latent cooling 0 TOTALS ' 11163 ' 246234 ' 120393 ' 5200 ' 6200 +l 2012- cast - 2217:42:41 Uponor System Design Software 12.0,13 RSU06034 Page 1 ...Residence, 3430 Simms, Wheat Ridge,. CO - main off basement.rup Cato = MJ8 Front Door faces: Load Short Form BsmtWain System Enser Consuiting, LLC (303) 725-8836 Job. Freimuth Residence, 343 Date: Sep 26, 2012 By: Enser consulting, LLC Pnoect Intoftation, For: Freimuth Residence 3430 Simms, Wheat Ridge, GO Make Rheem Area W) Design 7 1"formatio III Htg AVF (cfm) Htg Clg Infiltration Outside db ('F) -3 95 Method Simplified Inside db (*F) 70 75 Construction quality Semi-tight Design TD (OF) 73 20 Fireplaces 5 (Semi-tight) Daily range - H 2 Inside humidity (%) 50 50 0 Moisture difference (gr/lb) 62 -43 Efficiency 10.5 EER, 13 SEER ------- ---------- HEATING EQUIPMENT Heating input COOLING EQUIPMENT Make Rheem Area W) Htg load (Btuh) Make Rheem Htg AVF (cfm) Gig A (cfm) Trade RHEEM,RUUD 167 1225 Trade RHEEM 13AJM SERIES 35 Model RGRM-04(E,N)MAES Bsmt Hall 87 Cond 13AJM24 12 12 AHRI ref 4356225 Bsmt Powder 128 coil RCFL-H*2417 35 31 2 Bsmt Stairs 22 AHRI ref 3480791 0 1 Efficiency 95AFUE Dining Rm Efficiency 10.5 EER, 13 SEER 7067 Heating input 45000 MBtuh Sensible cooling 19550 Btuh Heating output 34200 Btuh Latent cooling 3450 Btuh Temperature rise 47 *F Total cooling 23000 Btuh Actual air flow 800 cfm Actual air flow 1000 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0,50 in H2O Static pressure 0.50 in H2O Space thermostat 25 1 Load sensible heat ratio 1.00 383 ROOM NAME Area W) Htg load (Btuh) Gig load (Btuh) Htg AVF (cfm) Gig A (cfm) Arcade 167 1225 39 35 2 Bsmt Hall 87 433 12 12 1 Bsmt Powder 128 1076 35 31 2 Bsmt Stairs 22 32 0 1 0 Dining Rm 402 7067 6297 201 308 Formal Entry 278 7184 7166 204 351 Living Room 337 6461 6145 184 301 Main Stairs 93 0 0 0 0 Mach 64 390 12 11 1 Media Rm 514 3003 690 85 34 Refreshments 94 869 29 25 1 Storage 116 383 8 11 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, wrightsoft' uponor System Design Software 12.0, 13 RSU06034 2012-Oct-22 17:42:41 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Cato - MJ8 Front Door faces� Page 2 Bsmt/Main System d 2302 28123 20435 800 1000 Other equip loads 2008 550 Equip, @ 1.00 RSM 20985 Latent cooling 0 TnTA I Q Cinn 'Innn 2012-0ct-2217:42AI wrightsoft- Danner System Design Software 12,0,13 RSU06034 Page 3 ...Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Calc = MJ8 Front Door faces: ROOM NAME Area W) Design Informatio n Htg AVF (cfm) Clg AVF (fm Art gallery 327 • e d 2932 132 Method Simplified Inside . 850 29352 Construction « Semi-tight Design TD (OF) 73 20 Fireplaces 5 (Semi-tight) Daily . 246 32 1 Inside « 0 50 1275 Moisture • 67 Great Rm System d 1268 HEATING ;, 18914 800 Make Rheem Other equip loads Make Rheem Trade R D Trade . Model 1 « R Latent cooling 6 1a A 0 AHR ref Efficie 95AF r sr Heating input y•{ y yi� MBtuh Sensible cooling 19890 Btuh Heating output 45 600 • Mi. Late «« Btuh Tem 6 3 OF y+. ��yyr T ota l « 1 . « 3 • • B tuh Actual air flow 800 cfm Actual air flow 1000 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0,053 cfm/Btuh Static pressure 1 f in H20 Static pressure 0 in H20 S pace w •.« sensib heat ratio 1 ROOM NAME Area W) Htg load (tuh) Clg load (13tuh) Htg AVF (cfm) Clg AVF (fm Art gallery 327 6663 2932 132 155 Great Room 850 29352 14461 583 755 Pow der 51 1600 246 32 1 Powder WC 41 2686 1275 53 67 Great Rm System d 1268 40301 18914 800 1 Other equip loads 2008 550 Equip. @ 1.00 RSM 1 Latent cooling 0 TOTALS ' 1268 i 42309 i 19464 ° 800 r 1000 *a:, 1"1 - tlponor System Design Software 52.0.13 RSU06034 2012 -00-22 17.42:45 Page 4 ...Residence, 3430 Simms, Wheat Fridge, CO - main off basement.nats Gate w MJ8 Front Door faces: Load Short Form Health C& System Enser Consulting, LLC (303) 725-8836 Job: Freimuth Residence, 343... Date: Sep 26, 2012 By: Enser Consulting, LLC f ftatio'n o For: Freimuth Residence 3430 Simms, Wheat Ridge, CO Make Rheem Htg Cig Infiltration Outside db (*F) -3 95 Method Simplified Inside db (OF) 70 75 Construction quality Semi-tight Design TO (*F) 73 20 Fireplaces 5 (Semi-tight) Daily range - H Inside humidity (%) 50 50 Moisture difference (gr/lb) 62 -43 Make Rheem Rheem Trade Trade RHEEM,RUUD Cond 13AJM24 Model RGRM-04( E,N)MAES RCFL-H*2417 AHRI ref AHRI ref 4356225 Air flow factor 0.065 cfm/Btuh Efficiency 95AFUE 0.50 in H20 Heating input 45000 MBtuh Heating output 34200 Btuh Temperature rise 47 *F Actual air flow 800 cfm Air flow factor 0.026 cfm/Btuh Static pressure 0.50 in H20 Space thermostat 389 41 Make Rheem Trade RHEEM 13AJM SERIES Cond 13AJM24 coil RCFL-H*2417 AHRI ref 3480791 Efficiency 10.5 EER, 13 SEER Sensible cooling 19550 Btuh Latent cooling 3450 Btuh Total cooling 23000 Btuh Actual air flow 1000 Cfrn Air flow factor 0.065 cfm/Btuh Static pressure 0.50 in H20 Load sensible heat ratio 1.00 ROOM NAME Area Htg load CIg load Htg AVF Gig AVF (ft") (Btuh) (Btuh) (cfm) (Cfm) Health Center 1 224 5138 3859 133 252 Health Center 2 580 13585 7066 351 461 Health Ctr Hall 176 4091 1014 106 66 Health Shower 47 1599 389 41 25 Health WC 54 1744 422 45 28 Sitting 134 4812 2573 124 168 Health Ctr System d 1214 30969 15323 800 1000 Other equip loads 2640 723 Equip. @ 1.00 RSM 16046 Latent cooling 0 TOTALS 1 1214 ' 33608 1 16046 1 800 t 1000 mmmm� : wrightsoft 2012-00-22 VA2 uponor System Design Software 12,0,13 RSU06034 Page 41 5 ,AM _Residence, 3430 Storms, Wheat Ridge, CO - main off basement.rup Cato = MJ8 Front Door faces: Make Rheem on Desig' Infbirmati' Htg Cig Infiltration Outside db (*F) -3 95 Method Simplified Inside db ('F) 70 75 Construction quality Semi-tight Design TO (*F) 73 20 Fireplaces 5 (Semi-tight) Daily range - H Inside humidity (%) 50 50 Moisture difference (gr/lb) 62 -43 Make Rheem Make Rheem Trade RHEEM,RUUD Trade RHEEM 13AJM SERIES Model RGRM-07EYBGS Cond 13AJM36 AHRI ref 4356278 Coil RCFL-H*3621+RGRM-07?MAE? AHRI ref 3480953 Efficiency 95AFUE Efficiency 10,5 EER, 13 SEER Heating input 75000 MBtuh Sensible cooling 28900 Btuh Heating output 57000 Btuh Latent cooling 5100 Btuh Temperature rise 45 OF Total cooling 34000 Btuh Actual air flow 1400 cfm Actual air flow 1600 cIm Air fl ow factor 0.019 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0,50 in H20 Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Ht load Gig load Htg AVF Cig AVF (ft ") (Btuh) (Btuh) (Cfm) (cfrn) Guest Bath 79 1297 279 24 15 Guest Closet 69 1106 239 21 13 Guest Hall 1 158 3717 837 69 44 Guest Stairs 50 1779 374 33 20 Guest Storage 159 400 279 7 15 Guest Suite 393 9350 4784 174 254 Guest WC 31 1871 549 35 29 Library 100 2608 642 48 34 Master Bath 518 17542 6805 326 361 Master Bedroom 585 14087 6973 262 370 Master WC 43 2813 361 52 19 Master WIC 1 130 3186 483 59 26 Master WIC 2 97 1135 213 21 11 N Entry Stairs 39 26 22 0 1 N. Entry Powder 59 2247 1107 42 59 North Entry 261 5956 4907 111 260 Calculations approved by a to meet all requirements • Manual J 8th Ed. 2012-Oct-22 IT42:41 wrightsoft' upono, system Design Software 12,0,13 RSU06034 Page 6 ... Residence, 3430 Simms. Wheat Ridge, CO - main off basement,rup Calc=MJ8 FrorftDoorfaces� Service 1 159 1 6238 1 1298 1 116 1 69 Master/Guest cyst d 2928 75360 30151 1400 1600 Other equip loads 3885 1064 Equip. @ 1.00 RSM 31215 Latent cooling 0 J5 t 31215 ' 1400 ' I Im 2012-Oct-22 17:42:41 wrightsoft' Uponor System Design Software 12.0. 13 RSU06034 Page 7 Zb� ,. Residence, 3430 Simms, Wheat Ridge, DO - main off basement,rup Calt - MJ8 Front Door faces: Load Short Form R a d iant ,, Job: Freirnuth Residence, 343— •. t .,,,,Project 1rifo a ion Residence For: Freirnuth 3430 Simms, Wheat Ridge, , Make New Yorker Boiler Make nla Trade Trade nla Model CG50C 1 Cond nfa AHRI ref 2100707 Cecil nla HRI ref nta Efficiency 82 AFU E Efficiency nta Heating input 130000 MBtuh Sensible Gaoling 0 Btuh Heating output 85280 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flaw 0 cfm Air flow factor 0 cfm/Btuh Air flog factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat toad sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft 2 ) (Btuh) (Btuh) (cfm) (cfm) Art Gallery 327 6663 2055 132 155 Great Room 850 29352 15260 533 765 Master Bath 518 17542 7855 326 361 Master Bedroom 585 14087 9520 262 370 Master WC 43 2813 352 52 19 Master WIC 1 130 3186 471 59 26 Master WIC 2 97 1135 208 21 11 Powder 51 1600 250 32 1 Powder WC 41 2686 1334 53 6 2012- act -22 17:42:41 wrightsoft Uponor System Design Software 12.0.13 RSU06034 Page 8 .- Residence, 3430 Simms, Wheat Ridge, CO - maim off basement.rup Gate = MJ8 Front poor faces: Radiant p 2641 79065 34243 0 0 Other equip loads 0 0 Equip, @ 1.00 RSM 34243 Latent cooling 0 0 ')aA4 'In"If'92C 'IA'IA'a My 10 2612- Oct - 2217:42:41 wrightsoft" Uponor System Design Software 12.0,13 RSUD6034 Page 9 ."Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cafe = MJ8 Front Door faces: Make Rheern Design Infolmnation Htg CIO Infiltration Outside db (*F) -3 95 Method Simplified Inside d• (OF) 70 75 Construction quality Semght Design TD (*F) 73 20 Fireplaces 5 (Semi-tight) Daily range - H Inside humidity 50 50 Moisture difference (gr/lb) 62 -43 Make Rheern Make Rheem Trade RHEEM,RUUD Trade RHEEM 13AJM SERIES Model RGRM-07EYBGS Cond 13AJM36 AHRI ref 4356278 Coil RCFL-A*3621+RGRM-07?MAE? AHRI ref 3480914 Efficiency 95AFUE Efficiency %5 EER, 13 SEER Heating input 75000 MBtuh Sensible cooling 28900 Btuh Heating output 57000 Btuh Latent cooling 5100 Btuh Temperature rise 45 OF Total cooling 34000 Btuh Actual air flow 1400 cfm Actual air flow 1600 cfm Air flow factor 0.025 cfm/Btuh Air fl aw factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load CIg load Htg AVF Cig A W) (Btuh) (Btuh) (cfm) (cfm) Bedroom Suite 1 455 9390 7183 237 303 Bedroom Suite 2 395 8466 7057 213 298 Bonus Room 248 4973 5675 125 239 BR Bath I WC 23 562 108 14 5 BR Bath I WIC 108 2126 416 54 18 BR Bath 2 WC 26 643 123 16 5 BR Bath 2 WIC 108 2093 410 53 17 BR Suite I Bath 237 4557 2447 115 103 BR Suite 2 Bath 234 4909 2825 124 119 Elec 62 3506 662 88 28 Kitchen 419 3325 1130 84 48 Morning Room 291 5525 5192 139 219 Pantry 72 0 0 0 0 Room Off Kitchen 280 4491 4402 113 186 Upper Hall 221 695 205 18 9 Upper Laundry 61 193 57 5 2 2092- Oct - 2217:42:41 WirightSoft' D System Design Software 12.0, 13 RSU06034 Page 10 .-Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Colo = MJ8 Front Door faces: Wet Bar 211 1 80 1 49 Upper/Main Syst. d 3451 55534 37942 1400 1600 Other equip loads 5406 WI Equip. @ 1.00 RSM 39423 Latent cooling 0 3451 ' 60940 1 39423 ' 1400 ' 1600 Calculations approved by a to meet all requirements of Manual J 8th Ed 2012-Oct-22 17:42:41 wrightsoft uporor System Design Software 12,0,13 RSUG6034 Page It —Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Catc; - MJ8 Front Door faces: Component Btuhlft Btuh % of load Walls Location: 50334 Indoor: Heating Coolin Denver, CO, US 19,5 Indoor temperature (OF) 70 74 Elev Ceilings Design 17410 7.1 t 5.4 49168 16.7 Infiltration Outdoor: Heating Cooling Moisture difference (gr/lb) 6Z2 -41.7 Dry bulb (*F) -3 95 Infiltration: 0 Daily ang. Humidification M S 0 . . qua 6. Adjustments s peed Wind . 0 Firep Total 246234 Hearin Component Btuhlft Btuh % of load Walls 4.6 50334 20.4 Glazing 34.9 47941 19,5 Doors 0 0 ' 0 Ceilings 2.1 17410 7.1 Floors 5.4 49168 16.7 Infiltration 3.2 34990 13.9 Buts 39323 96.0 Piping 0 0 Humidification 0 0 Ventilation 1 5947 6. Adjustments 0 Total 246234 100.0 t�!E91tt Component Btuh/ft' Btuh % of load Walls 1.0 90714 8.9 Glazing 39.9 54840 45.6 Doors 0 0 ' 0 Ceilings 0.8 6536 5.4 Floors 0.1 824 0.7 Infiltration 0.4 4890 4.0 Ducts 28339 23,5 Ventilation 4369 3,6 Internal wins 9960 8.3 Blower 0 0 Adjustments Total 120393 100.0 tw � w.• 1 2012-00-22 17A2:41 14M + wrightscift uponor System Design Software 12,0,13 RSU06034 Page I « Fro Heating ltin Component BSI h C+C ' ditions % of load Watts 4A 8811 t «t Heati C Denver, Or US 29A Indoor «- . 0 0 Elevation: Ceilings Design 529 1.8 Latitude: t 15 Relative hiumi2ity t 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 62,2 -415 Dr bulb 0 I 0 Daily range Humidification Method Simplified 0 Wet bulb ('F - 9 Construction quality Semi-tight is Wind speed (mph) 15.0 75 Fireplaces 5 (Semi-tight) Heating ltin Component Btuhlft" Btuh % of load Watts 4A 8811 29.2 Glazing 36.1 8760 29A Curs 0 0 0 Ceilings 2.1 529 1.8 Floors 15 6176 20.5 Infiltration 12 384 1.8 �yy Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 2008 6.7 is 0 + Adjustme # o t *# �iV i«7 iVtiR «V !Calif Corn anent Btuhlft tuh °f of Toad Walls 0.5 1056 5.0 Glazing 70A 17024 81A Coors 0 0 0 Ceilings 03 171 0.8 Floors 0 0 0 Infiltration 0A 524 2.5 Ducts 0 0 Ventilation 550 2.6 Internal gains 1660 7.9 Blower 0 0 Adjustments 0 Total 20985 i tlM 0 lit • t.t � 2012-Oct-22 17A241 wri ghtso ft- W Ridge k Is Building Analysis R adiant (303) 725-8836 sa Frelmuth Residence, Date* r 26, 2012 By: Enser Consutting, For: Freimuth Residence 3430 Simms, Wheat Ridge, Component Btuhfft Conditions ° /a of load Walls a. • 12630 Indoor: a Cooling Denver, ? US 19.1 Indoor temperature t 0 Elevation: 5331 it Ceilings Design 6174 7.8 Latitude: i 8.3 humidity r a 50 50 • a•a •- Cooling Moisture a a Ducts Dry bulb 17.6 Infiltration: 0 D. a, Ma Humidification at a -a 0 a * ♦ • a Semi-tight Adjustments a a..a 0 . M a Component Btuhfft Btuh ° /a of load Walls 4.7 12630 16.0 Glazing 34.9 15106 19.1 Doors 0 0 0 Ceilings 2A 6174 7.8 Floors 8.3 21665 27,7 Infiltration 3.2 9414 11.9 Ducts 13876 17.6 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 79065 100.0 Coolie Corr► ent Btuh/ft- Btuh % of load Walls 1.1 2943 8.6 Glazing 313 13545 39.6 Doors 0 0 0 Ceilings 0.8 2470 7.2 Floors 0 0 0 Infiltration 0.4 1282 3.7 Ducts 10814 31.6 Ventilation 0 0 Internal gains 3190 93 Blower 0 0 Adjustments 0 "total 34243 100.0 2012-Oct-22 17:42:41 wrightsoft Uponor System Design Software 12,0,13 RSU06034 Page 6 AM .,,Resi 3430 Simms, Wheat Ridge, CO - main off basement.rup Cale = MJ8 Front Door faces: He+' afro Component e tt 'Co#id1, Btuh % of load Walls 4.7 11593 Indoor: Glazing Cooling •... Denver, 24.7 Indoor 0 0 Elevation, Ceilings - 5037 8,3 Latitude: 40 5.8 Relative humidity 6.4 0 • o Cooling 15.0 Ducts Dry • (OF) -3 95 Infiltration: 0 Daily •- (*F) - 27 H Method Simplified 0 Wet •. ( - 59 Construction quality 8. Adjustments Wind speed (mph) 150 7.5 Fireplaces 5 (Semi-tight) He+' afro Component Btuhtft' Btuh % of load Walls 4.7 11593 %0 Glazing 34.4 15053 24.7 Doors 0 0 0 Ceilings 2.1 5037 8,3 Floors 5.8 3900 6.4 Infiltration 12 9157 15.0 Ducts 10792 17.7 Wiping 0 0 Humidification 0 0 Ventilation 5406 8. Adjustments 0 Total 60940 100.0 Component Btuhlft' Btuh % of load Walls 11 2676 6.8 Glazing 47.9 20975 512 Coors 0 0 0 Ceilings 03 1700 4. Floors 0 0 0 Infiltration 0.4 1247 3. (Ducts 8474 21,5 Ventilation 1481 3.8 Internal gains 2870 7 .3 Blower 0 0 Adjustments 0 Total 39423 100.0 2012- pct -22 t7 :42:41 t"!glrt uponor System Design Software: 12.0.13 RSU06034 gage 7 .- Residence, 3430 Simms, Wheat Ridge, CO -main off basement. rup Caic M MJ8 Front Door faces: Construction descriptions ' Des!qn Conditions 1.1-value Ins R Locatiow Loss Indoor: Heating Cooling Denver, CO, US ft. Indoor temperature (OF) 70 74 Elevation: 5331 ft WOW Design TD (OF) 73 21 Latitude: 40*N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 6Z2 -417 Dry bulb (OF) -3 95 Infiltration: 9307 IAO Daily range (*F) - 27 ( H Method Simplified 0.065 Wet bulb (T) 59 Construction quality Semi-tight 180 Wind speed (mph) 1&0 T5 Fireplaces 5 (Semi-tight) 21.0 Construction descriptions Or Area 1.1-value Ins R Htq HTM Loss CIg HTM Gain ft. MuhM'-'F W-T/Bluh fthm etuh WOW Ruh Walls 12F-Osw; Frrn wall, r-21 cav ins, Tits" wood firm n 1962 0M5 21.0 434 9307 IAO 2148 ne 165 0.065 21.0 4.74 782 1.10 180 e 2146 0,065 21.0 414 10181 IAO 2350 se 412 0.065 21.0 434 1954 IAO 451 s 1887 0.065 21,0 414 8954 1.10 2067 sw 558 0.065 21 ,0 4.74 2649 IAO 612 w 1719 0M5 21.0 434 8158 1,10 1883 mv 373 0.065 21 .0 4.74 1768 IAO 408 all 9221 0.065 21 .0 4.74 43754 1.10 10099 1 5B I 5-Owc-8 Bg wai heavy dry or l ight damp soil, 2"x4" wood int frm, n 333 0:047 Mo 3,76 1253 0A2 40 concrete wall, r - cav ins, 8" thk e 312 0,047 Mo 168 1147 0.09 28 s 333 0.047 15.0 176 1253 0A2 40 w 322 0,047 15.0 336 1211 0A2 38 all 1300 0.047 15.0 3.74 4864 0.11 145 Partitions 12F-Gsw: Frrn wall, r-21 cav ins, 2"x6" wood frm 362 0,065 21,0 4,74 1716 130 470 2012-00-22 1T42A2 e� + wrightsoft- Dponor System Design Software 12,0. 13 RSU06034 Page 1 .14M .-Residence, 3430 Simms. Wheat Ridge, • - main off basement.rup Cats - MJ8 Front Door faces: willidows 4A1-2ow: 2 glazing, Or low-e outr, air gas, wd frm mat, cir ftmr, 1/4" gap, 1/8" thk n 118 0,470 0 34,3 4038 18.9 2223 he 144 0A90 0 35.8 5151 20.8 2993 a 20 0A90 0 35.8 719 28,0 563 e 92 0A90 0 35.8 3294 28,0 2579 e 192 0A70 0 34.3 6583 553 10678 e 92 0A50 0 32,8 3025 62,8 5785 e 10 0A70 0 343 343 553 557 se 28 0.470 0 34,3 947 47.9 1323 s 88 0.490 0 35.8 3155 16,0 1411 S 49 0.470 0 343 1692 29.4 1449 S 48 0,450 0 32.8 1577 32,2 1548 sw 108 0.470 0 34.3 3709 47,9 5183 as 60 0,580 0 423 2540 36.5 2192 W 20 0.490 0 35.8 719 28,0 663 W 175 0A70 0 34.3 6004 553 9740 W 56 0A50 0 32,8 1843 62.8 3524 nw 24 0A90 0 35,8 845 20.8 491 nw 51 0A70 0 34.3 1756 39,9 2040 all 1375 0,470 0 34,9 47941 39,9 54840 is Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ced ins I 8A-38adjRttW_cedmq 8 r , at thkns, r-38 ced ins 1262 0M6 3&0 1,90 2396 1,34 1692 7092 0,029 38.0 2.12 15014 OM 4844 Floors 20P-30t" Fir floor, frm flr, 12' thkns, r-30 cav ins, amb ovr 20P-30t: Fir floor, frm fir, 12" thkns, r-30 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8'depth 22A-tpm: !�g ffoor, heavy dry or light damp soil, on grade depth 1320 0.035 30.0 2.56 3374 0,40 534 717 0M5 30,0 2.56 1833 0.40 290 1192 0.020 0 1 .46 1741 0 0 397 1.180 0 86.1 34221 0 0 2012-00-22 17:42:42 wrightsoft" Uponor System Design Software 12,0,13 RSU06034 Page 2 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc=MJ8 Front Doerr faces: Component Constructions Job: Frelmuth Residence, 343 Date: Sep 26, 2012 BsmWain System By: Enser Consulting, LLC Enser Consulting, LLC (303) 725.8836 Information For: Freimuth Residence 3430 Simms, Wheat Ridge, CO Olia-kinn Cininditk Location: 146 Indoor: Heating Cooling Denver, CO, US 1A0 Indoor temperature (T) 70 75 Elevation: 5331 it 21 .0 Design TD (T) 73 20 Latitude: 40*N S Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 62.2 -43.5 Dry bulb (T) -3 95 Infiltration: 4.74 475 Daily range (OF) - 27 ( H Method Simplified 0.065 Wet bulb (T) - 59 Construction quality Semi-tight 372 Wind speed (mph) 15.0 7.5 Fireplaces 5 (Semi-tight) 4,74 Construction descriptions Or Area ti-value Insul R Htg HTM Loss CIg HTM Gain it- Sturiffil-T ftl-'Fftuh BWhgf Stuh BWhAV Ruh Walls 12F-Osw� Frm wall, r-21 cay ins, 2"W' wood concrete wall, r- IS cav ins, 8" thk n 146 0.065 21.0 434 692 1A0 160 e 2 0.065 21 .0 434 9 1.10 2 S 138 0M5 21 .0 4,74 652 110 151 sw 100 0,065 21.0 4.74 475 1A0 110 w 340 0.065 21.0 4.74 1611 1,10 372 nw 107 0,065 21.0 4,74 508 1,10 117 all 832 0.065 21 .0 4.75 3947 110 911 n 333 0,047 15.0 176 1253 0A2 40 e 312 0.047 1510 168 1147 OM 28 s 333 0.047 Mo 3.76 1253 0.12 40 w 322 0.047 15.0 176 1211 0A2 38 all 1300 0.047 15,0 3.74 4864 0A1 145 im Windows 4A1 -2ow: 2 glazing, cir low-e outs, air gas, wd iron mat, cir innr, 114" gap, 118" thk a 10 0.470 0 34.3 343 55.7 657 Sw 28 0.470 0 34.3 975 47.9 1362 IN 60 Milo 0 423 2540 36.5 2192 W 81 0.470 0 343 2762 557 4480 w 36 0.450 0 32.8 1183 62.8 2261 nw 28 0.470 0 343 957 39,9 1112 all 243 0.470 0 36.1 8760 493 11965 M thkns, r-38 ced ins , Floors 21A-32t: B_q floor, heavy dDt or light damp soil, 8'dept 250 0.029 38.0 2.12 529 0,68 171 1192 0,020 0 1.46 1741 0 2012-Oct-22 17:42�42 wrightsoW Uponor System Design Software 12.0. 13 RSU06034 Page 3 _Residence, 3430 Sirrims, Wheat Ridge, GO - main off basementrup Cato = MJ8 Front Door faces: LiZIMMMbor, heavy dry or light damp soil, on grade depth 51 1.180 0 86.1 4435 2012-Oct-22 17:42:42 wrightscift, Uponcir System Design Sahware 12A 13 RSU06034 Page 4 ... Residence, 3.430 Simms, Wheat Ridge, GO- main off basement.rup Calc=MJ8 FrontDoorfaces� Component Constructions Job: Frelmuth Residence, W... Date: Sep 26, 2012 Great Rm System By: Enser Consulting, LLC Enser Consulting, LLC (303) 725-8836 Prolept Information, For: Freimuth Residence 3430 Simms, Wheat Ridge, CO Construction descriptions Or Area U-value Insul R Ntg HTM Loss C19 HTM Gain ft BIOV-T W-'F/Muh swilift. 81uh swhift Btuh Walls 12F-Osw: Frm wall, r-21 cav ins, 2"x6" wood ne Design Conditions 21 .0 434 ... Location: . ....... Indoor: Heating Cooling Denver, CO, US 21,0 Indoor temperature (*F) 70 75 Elevation: 5331 ft se Design TD (OF) 73 20 Latitude 40*N 1954 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 62.2 -43.5 Dry bulb (T) -3 95 Infiltration: 109 0,065 Daily range (T) - 27 H Method Simplified 120 Wet bulb (T) - 59 Construction quality Semi-tight 434 Wind speed (mph) 150 7.5 Fireplaces 5 (Semi-tight) 1258 Construction descriptions Or Area U-value Insul R Ntg HTM Loss C19 HTM Gain ft BIOV-T W-'F/Muh swilift. 81uh swhift Btuh Walls 12F-Osw: Frm wall, r-21 cav ins, 2"x6" wood ne 165 0,065 21 .0 434 782 1,10 180 e 27 0,065 21,0 435 129 IAO 30 se 412 0.065 21 ,0 4,74 1954 1,10 451 sw 366 0.065 21.0 4.74 1736 1.10 401 IN 109 0,065 21,0 434 518 IAO 120 nw 180 0M5 21,0 434 852 1,10 197 all 1258 0M5 21 .0 434 5971 1,10 1378 ma Windows 1 OD-w: 2 glazing, cir low-e outr, air gas, wd frm mat, cir innr, 114" gap, 1/8" thk ES Ceilings 1613 g, asphalt shingles roof mat, r-38 ceil ins r-38 cell ins ne 144 0.490 0 35,8 5151 20s 2993 se 28 0,470 0 34.3 947 4T9 1323 sw 56 0.470 0 34.3 1935 47,9 2704 W 9 0.470 0 34,3 302 553 490 nw 24 0.490 0 35.8 845 20.8 491 all 260 0.470 0 351 9180 30.7 8001 394 0.026 WO 1,90 748 1.34 528 1022 0,029 38,0 2.12 2164 0.68 698 125 1,180 0 86.1 10775 0 0 2012-Oct-22 VA2�42 A + wrlightsoft Uponor System Design Software 12,0.13 RSU06034 Page 5 ... �.sidence, 3430 Simms, Wheat Ridge, CO- main off basement.rup Calc=M,18 FrontDoorfaces: Component Constructions Job. Frelmuth Residence, 343 Date: Sep 26,2012 Health C& System By: EnserConsulting, LLC Enser Consulting, LLC (303) 725-8836 --------------- For Freimuth Residence 3430 Simms, Wheat Ridge, CO EM Windows 4A1 -tow: 2 glazing, cir low-e outr, air gas, wd frm mat, cir innr, 1/4" gap, 1/8" thk n 44 0.470 0 34.3 1513 Location: 833 Indoor: Heating --------- --- Cooling Denver, CO, US 1438 Indoor temperature (T) 70 75 Elevation'. 5331 ft 0 Design TD (T) 73 20 Latitude: 40ON w 26 Relative humidity 0 343 Outdoor: Heating Cooling Moisture difference (gr/lb) 6Z2 -43,5 Dry bulb (T) -3 95 Infiltration: 26,9 3541 Daily range (*F) - 27 H Method Simplified Wet bulb IT) 59 Construction quality Semi-tight Wind speed (mph) 15O T5 Fireplaces 5 (Semi-tight) Construction descriptions Or Area U-value Insul R Ht9 HTM Loss C19 HTM Gain ft. mullffil-IF W-TANA Stuh/ft- Stuh MAW Btuh Walls 12F-Osw: Frm wall, r-21 cav ins, 2"x1r wood frm n 335 U65 21,0 414 1591 IAO 367 e 432 0.06 050 IAO 473 s 320 O• 5 21,0 4.74 1520 110 351 w 510 1 F6 0 558 all 1597 0,065 240 4.75 7580 1,10 1750 EM Windows 4A1 -tow: 2 glazing, cir low-e outr, air gas, wd frm mat, cir innr, 1/4" gap, 1/8" thk n 44 0.470 0 34.3 1513 18.9 833 s 40 0.490 0 35.8 1438 16,0 643 s 22 0.470 0 343 741 29.4 635 w 26 0,470 0 343 882 553 1430 all 132 0.470 0 34.8 4574 26,9 3541 as Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins IBA-38ad: RfIcil, ceilinx, asxhatt shmi.4es roof mat, firm cons 12" thkns, r-38 call ins 36 0.026 38.0 1,90 68 1,34 48 1241 0M9 38.0 2.12 2626 0.68 847 Job: Frelmuth Residence, 343 Component Constructions Date: Sep 26, 2012 MasterlGuest Syst By: EnserConsulting, LLC Enser Consulting, L (303) 725-8836 lot Information ----------- For� Freimuth Residence 3430 Simms, Wheat Ridge, CO Partitions 12F-isw. Frm wall, r-21 cay ins, 2"x(T'wood Windows 4A1 -2ow: 2 glazing, cir low-e outr, air gas, wd firm mat, cir mnr, 114" gap, 118" thk n 851 'Design Conditions 21,0 434 4039 Location: 932 .... ... - -------- ... ...... . .... Indoor: Heating Cooling Denver, CO, US 3841 Indoor temperature (*F) 70 75 Elevation: 5331 ft 29 .0 Design TD (T) 73 20 Latitude: 40ON W 619 Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 62,2 -43.5 Dry bulb (OF) -3 95 Infiltration: 1.10 3384 Daily range (T) - 27 H Method Simplified 1716 Wet bulb (T) - 59 Construction quality Semi-tight 0 Wind speed (mph) 15.0 T5 Fireplaces 5 (Semi-tight) a 20 0.490 0 35,8 Construction descriptions Or Area Lf-value Insul R Htg HTM Loss C19 HTM Gain e 69 0A70 fe BWhW-'F W-TIStuh muilfte Buh ROM Bfuh Partitions 12F-isw. Frm wall, r-21 cay ins, 2"x(T'wood Windows 4A1 -2ow: 2 glazing, cir low-e outr, air gas, wd firm mat, cir mnr, 114" gap, 118" thk n 851 0.065 21,0 434 4039 110 932 e 809 0M5 21.0 4.74 3841 IAO 887 s 810 0.065 29 .0 4,74 3846 IAO 888 W 619 0,065 21.0 4.74 2936 1,10 678 all 3090 0,065 21,0 4.74 14662 1.10 3384 362 0M5 21 .0 434 1716 130 470 n 74 0A70 0 34.3 2525 18.9 1390 a 20 0.490 0 35,8 719 28,0 563 e 69 0A70 0 343 2363 553 3834 s 24 0.490 0 35.8 858 16,0 384 s 28 0A70 0 34.3 951 29.4 815 s 48 0,450 0 32,8 1577 322 1548 W 20 0,490 0 35.8 719 28.0 563 W 20 0A50 0 32.8 660 62.8 1262 all 303 0.470 0 34,3 10373 34.2 10358 is Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ced ins 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-38 ceil ins 729 0,026 38.0 IM 1384 1.34 977 2293 0,029 38.0 2.92 4854 Us 1566 imp Component Constructions Job: Freimuth Residence, 343 Date: Sep 26, 2012 Radiant By- Enser consulting, LLC Enser Consulting, LLC (303) 725-8836 Project Information For: Freimuth Residence 3430 Simms, Wheat Ridge, CO Construction descriptions Design Conditions 1.1-value Insul R Location: Loss indoor: Heating Cooling Denver, CO, US W Indoor temperature (OF) 70 75 Elevation: 5331 ft WOW Design TD (OF) 73 20 Latitude: 40'N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 622 -43.5 Dry bulb IT) -3 95 Infiltration: 1922 IAO Daily range (T) - 27 ( H Method Simplified 0M5 Wet bulb 434 Construction quality Semi-tight 180 Wind speed (mph) 15.0 T5 Fireplaces 5 (Semi-tight) 21.0 Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Gig HTM Gain W EAUW-T ftl_'Fffituh 8whift 8wh WOW Btuh Walls 12F-Osw: Frm wall, r-21 cav ins, 74" wood frm n 405 0.066 21.0 434 1922 IAO 444 ne 165 0M5 21.0 434 782 1,10 180 e 371 0M5 21.0 4,75 1760 1,10 406 se 412 0,065 21,0 4.74 1954 IAO 451 s 345 0,065 21.0 4,74 1638 1.10 378 Sw 366 0,065 21,0 4,74 1736 IAO 401 w 285 0M5 21.0 434 1354 IAO 313 nW 180 0.065 21.0 4,74 852 1,10 197 all 2529 0.065 21.0 4,74 11998 IAO 2769 Partitions 12F-Osw Fret wall, r-21 cav ins, 2 ")V' wood frm 133 0M5 21,0 4,74 632 1.30 173 Windows 4A1-2 ow: 2 glazing, cir low-e outr, air gas, wd frm mat, cir innr, 1/4" n 26 0.470 0 34.3 906 18,9 499 gap, 1/8" thk ne 144 0.490 0 35.8 5151 20,8 2993 * 20 0.490 0 35,8 719 28.0 563 * 36 0.470 0 34.3 1244 55.7 2018 se 28 0.470 0 343 947 47.9 1323 s 24 0.490 0 35.8 858 WO 384 s 18 0,470 0 343 622 29,4 533 S 48 0.450 0 32.8 1577 32,2 1548 sw 56 0.470 0 343 1935 47,9 2704 W 9 0.470 0 34,3 302 553 490 nw 24 0.490 0 35.8 845 20.8 491 all 433 0.470 0 34.9 15106 313 13545 M E=. Floors 22,A -tprn: Bg floor, heavy dry or light damp sail, on grade depth 254 1.1 80 0 $6.1 21865 r K. Component Constructions Job. Frelmuth Residence, 343 Date: Sep 26, 2012 UpperlMain Syst By: Enser consulting, LLC Enser Consulting, LLC (303) 725-8836 For Freimuth Residence 3430 Simms, Wheat Ridge, CO is Ceilings 16B�38ad: Aftic ceiling, asphalt shingles roof mat, r-38 ced ins 1 4 argamjpw thkns, r-38 call ins 103 0,026 3810 2287 0.029 38,0 45 1.180 0 IM 196 1 34 138 2.12 4842 0.68 Location: 86,1 3900 Indoor: Heating Cooling Denver, CO, US Indoor temperature (T) 70 75 Elevation: 5331 It Design TD (T) 73 20 Latitude: 40*N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (grub) 62.2 -43.5 Dry bulb (T) -3 95 Infiltration: Daily range (T) - 27 H Method Simplified Wet bulb (T) - 59 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 5 (Semi-tight) Construction descriptions Or Area U-value haul R Htg HTM Loss C19 HTM Gain W hW-'F W.'Fffth awhAr SWh skill m Stuh Walls 12F-0sw: Frm wall, r-21 cav ins, `W' wood trn n 629 0.065 21,0 434 2986 1,10 689 e 875 0.065 21.0 4.74 4151 IAO 958 s 619 0M5 21 .0 4.74 2935 IAO 678 sw 92 0M5 21 .0 4.74 438 IAO 101 w 142 0.065 21.0 4.74 674 1,10 156 nw 86 0M5 21 .0 4.74 408 1.10 94 all 2443 0.065 21 .0 434 11593 1,10 2676 Partitions (none) Windows 10D-w: 2 glazing, cir low-e outr, air gas, wd fnin mat, cir innr, 114" gap, e 92 0.490 0 35.8 3294 28,0 2579 118" ink e 1123 0.470 0 34.3 4219 553 6844 e 92 0.450 0 32,8 3025 62.8 5785 S 24 0.490 0 35.8 858 16,0 384 sw 23 0.470 0 34,3 799 47,9 1116 W 60 0A70 0 343 2059 55.7 3339 nw 23 0.470 0 343 799 39.9 928 all 438 0.470 0 34.4 15053 47,9 20975 is Ceilings 16B�38ad: Aftic ceiling, asphalt shingles roof mat, r-38 ced ins 1 4 argamjpw thkns, r-38 call ins 103 0,026 3810 2287 0.029 38,0 45 1.180 0 IM 196 1 34 138 2.12 4842 0.68 1562 86,1 3900 0 0 2012-Oct-22 17"42:42 wrightsoft uponor System Design Software 12.0, 13 RSU06034 Page 10 14 M _Residence, 3430 Simms, Wheat Ridge, CO - main air basemenLrvp Cale = MJ8 Front Door faces: For� Freimuth Residence 3430 Simms, Wheat Ridge, CO 22 4f D'0'4j]4'ti'1nfdrM 161111 -3 OF Outside db 70 *F Inside db 73 OF Design TD Daily range Relative humidity Moisture difference 95 OF 74 OF 21 OF H 50 % -42 • 1 Heating Summary Structure 190963 Btuh Ducts 39323 Btuh Central vent (483 cfm) 15947 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 246234 Btuh ITIMU717-T Method 87684 Simplified Construction quality 28339 Semi -tight Fireplaces 4369 5 (Serni-tigZt) Blower Heatin Coolin 11153 Area (ft') 11 Btuh Volume (its) 118535 118535 Air changes/hour 0.26 0.13 Equiv. AVF (cfm) 517 257 Heating Equipment Summary Make rda Cond n/a Trade n/a Coil n/a Model n/a AHRI ref n/a AHRI ref n/a Efficiency n/a Efficiency Sensible cooling n/a Heating input Latent cooling 0 Heating output Total cooling 0 Btuh Temperature rise Actual air flow 0 OF Actual air flow Air flow factor 0 cfm Air flow factor Static pressure 0 cfm/Btuh Static pressure Load sensible heat ratio 0 in H20 Space thermostat n/a ' TIMPIT 1111 I 1 1, W 111"Ir"i - t �1111 1111111111 11 Structure 87684 Btuh Ducts 28339 Btuh Central vent (483 cfm) 4369 Btuh Blower 0 Btuh Use manufacturers data Y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 120393 Btuh XT Structure -3578 Btuh Ducts -2055 Btuh Central vent (483 cfm) -11747 Btuh Equipment latent load 0 Btuh Equipment total load 120393 Btuh Req. total capacity at 0.70 SHR 14.3 ton Cooling Equipment Summary Make n/a Trade n1a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H20 Load sensible heat ratio 0 5mg M-niff-ilm 2012-00-22 17:42:42 wrightsoft ponor System Design Software 12,013 RSUG6034 Page I Residence, 3430 Simms, Wheat Ridge, CD - main off basement,rup Catc-MJ8 Front Door faces: For: Freimuth Residence 3430 Simms, Wheat Ridge, CO M= Weather: Denver, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 OF Outside db 95 OF Inside db 70 *F Inside db 75 OF Design TD 73 OF Design TD 20 OF Daily range H Relative humidity 50 % Moisture difference -43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28123 Btuh Structure 20435 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (61 cfm) 2008 Btuh Central vent (61 cfm) 550 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30131 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20985 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi tight Fireplaces 5 (Semi - tight) Structure -304 Btuh Ducts 0 Btuh Heatin cooli n n Central vent (61 cfm) -1479 Btuh Area (ft 22 2301 Equipment latent load 0 Btuh 3) Volume ft 15431 15431 Air changes/hour 0.23 0.11 Equipment total load 20985 Btuh Equiv. AVF (cfm) 58 29 Req. total capacity at 0.85 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Rheern Make Rheem Trade RHEEM,RUUD Trade RHEEM 13AJM SERIES Model RGRM-04(E,N)MAES Cared 13AJM24 AHRI ref 4356225 coil RCFL-H*2417 AHRI ref 3480791 Efficiency 95AFUE Efficiency 10.5 EER, 13 SEER Heating input 45000 MBtuh Sensible cooling 19550 Btuh Heating output 34200 Btuh Latent cooling 3450 Btuh Temperature rise 47 OF Total cooling 23000 Btuh Actual air flow 800 cfm Actual air flow 1000 cfm Air fl ow factor 0,028 cfm/Btuh Air fl ow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements • Manual J 8th Ed. 2012-Oct-22 17�42:42 wrighftoft, Uponor System Design Software 12,0. 13 RSU06034 Page 2 . "Residence, 3430 Simms, Wheat Ridge, C 0 - main off basernentrup Ca1c=MJ8 FrontDoorfaces: Project Summary 11 Great Rim System Enser Consulting, LLC (303) 7 25-8836 -Project Information For: Freimuth Residence 3430 Simms, Wheat Ridge, CO Em Des�4n t ation Outside db -3 'F Inside db 70 OF Design TD 73 OF Heating Summary 50 % Moisture difference Structure 33665 Btuh Ducts 6636 Btuh Central vent (61 cfm) 2008 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 42309 Btuh Job: Freitnuth Residence, 343 K. Sep 26, 2012 By: Enser Consufting, LLC Ej Outside db 95 OF Inside db 75 OF Design TO 20 *F Daily range H Relative humidity 50 % Moisture difference -43 gr/lb Structure 13623 Btuh Ducts 5291 Btuh Central vent (61 cfm) 550 Btuh Blower 0 Btuh Use manufacturer's data Y Rate/swing multi tier 1,00 Equipment sensigie load 19464 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 5 (Semi-figK) Structure -483 Btuh Ducts -270 Btuh Heafin Cooll Central vent (61 cfm) -1479 Btuh Area (ft') 1269 12 Equipment latent load 0 Btuh Volume (ft 16703 16703 Air changes/hour 0.26 0.13 Equipment total load 19464 Btuh Equiv. AVF (cfm) 73 36 Req. total capacity at 0.85 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Rheern Make Rheern Trade RHEEM,RUUD Trade RHEEM 13AJM SERIES Model RGRM-06EMAES Cond 13AJM24 AHRI ref 4356280 coil RCFL-H*3617+RGRM-06?MAE? AHRI ref Efficiency 95AFUE Efficiency 11,5 EER, 13.5 SEER Heating input 60000 MBtuh Sensible cooling 19890 Btuh Heating output 45600 Btuh Latent cooling 3510 Btuh Temperature rise 63 *F Total cooling 23400 Btuh Actual air fl ow 800 cfm Actual air flow 1000 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.053 cfmlBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACA to meet all requirements of Manual J 8th Ed. wrightsoft- uponor System Design Software 12.0. 13 RSUG6034 2012-Oct-22 17:42:42 Page 3 —Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Cult; = M38 Front Door faces: For: Fraimuth Residence 3430 Simms, Wheat Ridge, CO a7m 0i s'1 4n Information W== ��� Outside db -3 OF Inside db 70 OF Design TD 73 OF Heating Summary H -606 Structure 23447 Btuh Ducts 7522 Btuh Central vent (80 cfm) 2640 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 33608 Btuh Outside db 95 OF Inside db 75 OF Design TD 20 OF Daily range H -606 Relative humidity 50 % Moisture difference -43 gr/lb Structure 9286 Btuh Ducts 6037 Btuh Central vent (80 cfm) 723 Btuh Blower 0 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Equipment sensible load 16046 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-ti ht Fireplaces 5 (SemktigK) Structure -606 Btuh Ducts -440 Btuh Heating Gaoling Central vent (80 cfm) -1944 Btuh Area (ft 1214 12 Equipment latent load 0 Btuh Volume (ft') 12228 12228 Air changes/hour 0.41 0.20 Equipment total load 16046 Btuh Equiv. AVF (cfm) 83 41 Req. total capacity at 0.85 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheern Trade RHEEM,RUUD Trade RHEEM 13AJM SERIES Model RGRM-04(E,N)MAES Cond 13AJM24 AHRI ref 4356225 Coil RCFL-H*2417 AHRI ref 3480791 Efficiency 95AFUE Efficiency 10.5 EER, 13 SEER Heating input 45000 MBtuh Sensible cooling 19550 Btuh Heating output 34200 Btuh Latent cooling 3450 Btuh Temperature rise 47 OF Total cooling 23000 Btuh Actual air fl ow 800 cfm Actual air flow 1000 cfm Air fl ow factor 0,026 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed &XV, Project Summary IM MasterlGuest Syst Enser Consulting, LLC (303) 725 -6836 Emzm•� Prpiqct Information Fo Residence 3430 Simms, Wheat Ridge, CO ON Design In'tormation Outside db -3 OF Inside db 70 OF Design TD 73 OF Heating Summary H Structure 60987 Btuh Ducts 14373 Btuh Central vent (118 cfm) 3885 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 79245 Btuh Imil • Job: F relmuth Residence, 343 Date: Sep 20,2012 By: Enser Consulting, LLC -#17&EaM3 r : • s Outside db 95 OF Inside db 75 OF Design TD 20 OF Daily range H Btuh Relative humidity 50 % Moisture difference -43 gr/lb lcma.:.� Structure 19967 Btuh Ducts 10184 Btuh Central vent (118 cfm) 1064 Btuh Blower 0 Stuh Use manufacturer's data y Rate/swing multiplier 100 Equipment sensible load 31215 Btuh 2 �ftl a ) Aleati g Coolin Central vent (118 cfm) -2862 Btuh Area (ft 2 2921 Equipment latent load 0 Btuh 34190 34190 AHRI ref 4356278 Air changes/hour O29 0.14 Equipment total load 31215 Btuh Equiv. AVF (cfm) 163 81 Req. total capacity at 0.85 SHR 3.1 ton Make Rheem Make Rheem Trade RHEEM,RUUD Trade RHEEM 13AJM SERIES Model RGRM-07EYBGS Cond 13AJM36 AHRI ref 4356278 Coil RCFL-H*3621+RGRM-07?MAE? AHRI ref 3480953 Efficiency 95AFUE Efficiency 10.5 EER, 13 SEER Heating input 75000 MBtuh Sensible cooling 28900 Btuh Heating output 57000 Btuh Latent cooling 5100 Btuh Temperature rise 45 OF Total cooling 34000 Btuh Actual air flow 1400 cfm Actual air flow 1600 cfm Air fl ow factor 0.019 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H20 Space thermostat Load sensible heat ratio 1.00 I • it" � I wrightsoft - ponor System Design Software 12,0. 13 RSUD6034 2012-Oct-22 17:42:42 ACCK Page 5 _Residence, 3430 Simms, Wheat Ridge, CO. main off basement.rup Cato = MJ8 Front Door faces: For: Freimuth Residence 343 Simms Wheat R CO Weather: Denver, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 OF Outside db 95 OF Inside db 70 OF Inside db 75 °F Design TD 73 OF Design TD 20 OF Daily range H Relative humidity 50 % Moisture difference -43 gr /lb Heating Summary S ensible Cooling Equipment toad Sizi Structure 65189 Btuh Structure 23428 Btuh Ducts 13876 Btuh Ducts 10814 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment lead 79065 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 34243 Btuh Method Simplified Latent Cooling Equipment load Sizing Construction equality Semi -ti ht Fireplaces 5 (Semi - tight) Structure -1123 Btu Ducts Btuh Heattntac�ling Central vent (0 cfm) 0 Btuh Area (ft 2641 2641 Equipment latent load 0 Btuh Volume (ft') 35250 35250 Air changes /hour 024 0.12 Equipment total load 34243 Btuh Equiv.. AVF (cfm) 143 71 Req. total capacity at 0.70 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary Make New Yorker Boller Make n/a Trade Trade n/a Model CG50C I Cond n/a AHRI ref 2100707 Coil n/a AHRI ref n/a Efficiency 8 AFUE Efficiency n/a Heating input 130000 MBtuh Sensible cooling 0 Btuh Heating output 85280 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm /Btuh Air flow factor 0 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 Ca app roved by ACCA to meet all requirements of Manual J 8th Ed. [ 1 Q Uponor System Design Software 12.0.13 RSU06034 2012 -Oct- 2217:42:42 Page ...Residence, 3430 Simms, Wheat Ridge, GO -main off basement nap Ca c = MJ8 Front Door faces, For: Freimuth Residence 3430 Simms, Wheat Ridge, CO Ciesign Infonnaflon Outside db -3 OF Inside db 70 OF Design TD 73 OF Heating Summary Daily range Structure 44742 Btuh Ducts 10792 Btuh Central vent (164 cfm) 5406 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 60940 Btuh Outside db 95 OF Inside db 75 OF Design TD 20 OF Daily range H -876 Relative humidity 50 % Moisture difference -43 gr/lb Structure 2•♦68 Btuh Ducts 8474 Btuh Central vent (164 cfm) 1481 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 100 Equipment sensible load 39423 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 5 (Semi - tight) Structure -876 Btuh Ducts -646 Btuh Heatin Coolin 751 Central vent (164 cfm) -3982 Btuh Area (ft-' 34 Equipment latent load 0 Btuh Volume (ft) 39983 39983 Air changes/hour 0,21 0,10 Equipment total load 39423 Btuh Equiv. AVF (cfm) 139 69 Req. total capacity at 0.85 SHR 19 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM,RUUD Trade RHEEM 13AJM SERIES Model RGRM-07EYBGS Cond 13AJM36 AHRI ref 4356278 Coil RCFL-A*3621+RGRM-07?MAE? AHRI ref 3480914 Efficiency 95AFUE Efficiency 10.5 EER, 13 SEER Heating input 75000 MBtuh Sensible cooling 28900 Btuh Heating output 57000 Btuh Latent cooling 5100 Btuh Temperature rise 45 OF Total cooling 34000 Btuh Actual air flow 1400 cfm Actual air flow 1600 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2012-Oct-22 17:42:42 wrightsoft- uponor System Design Software 12,0,13 RSU06034 Page 7 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Gate = MJ8 Front Door faces: Right-JO Worksheet Job. Freimuth Residence, 3430 Si— Entire House Date: Sep 26, 2012 Ertser co"w4m U.0 BY: Enser Consulting, LLC I Rom name Entire House (Not served by Hydrorgc) 2 Exposed wag 1143,8 ft 890.0 If 3 Room height E nvelope loss/gain It's It d 10.9 If p 4 Room dimensions 5 Roorn area 12 11163,1 ftz 8521,8 fir Ty Consinsction U-value or HTM Area 00 Load Area (ft) Load 0 number (BtutVft- (Btuh/ft� or perimeter (ft) (Stub) or perimeter (ft) (Btuh) 2760 9 Heat I Coot Gross N/P/S Heat Cod Gross NIP/S Heat I Cod it i1 0 I a a re M 61 c) AED excursion 01 1 0 E nvelope loss/gain 156853 72914 101078 53957 12 a) Infiltration 34110 4810 24696 3698 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 12 2760 9 2070 Apphances/other 7200 4700 Subtotal (lines 6 to 13) 19M3 87684 125774 64426 Less externall toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19M3 876141 125774 64425 15 Duct loads 1 21% 34% 39323 28339 20% — -- -- -- 30% -------- 25447 IBM, Total room load 2302871 116024 151222 82511 Air required (cfm) L2001 00�L 0 0 Calculations ggiroved by ACCA to meet all recOrements of Manual J 8th Ed - fj# - wrightsio-ft- 2012-Oct-22 17:42:42 Uponor System Design Software 12,0.13 RSU06034 Page i Residence, 3430 Simms, Wheat Ridge, CO- main off basement.rup Cale-MJ8 FromOoorfaces: Right-JO Worksheet Job: Freirnuth Residence, 3430 Si... Entire House Date: Sep 26, 2012 F SOI COR-11VnS, UC By. Enser Consulting, LLC 1 Room name a Bsmt/Main System Great Rm System 2 Exposed waif 9 2311 ft 125A ft 3 Room height a 10'5 ft d 112 ft d 4 Room dimensions 0 0 5 Room area a 2301,9 ftT 1268,3 ft' 0 Ty Construction 0 U-value Or HT M Area (W) Load Area (ft') Load 0 0 number (Btuh/ft-T) OASO (Btulvft? or perimeter (ft) (Btuh) or perimeter (ft) (8tuh) 0 0 460 ISSIS-OWO-8 0,088 a Heat I cool Gross NIP/S Heat cod Gross NIPIS Heat [ cod 1h 12F-0sw 0,065 a 4.74 110 2 2 9 2 1008 -w 0,490 a 35,77 28.01 0 0 0 0 1 OASO a 35.77 28M 0 0 0 0 5 O�4 O�4 4AI-2o w 0. 470 e 34.31 55,66 0 0 0 0 4B 1-2fw OASO e 32,85 6ZS1 0 0 0 0 460 ISSIS-OWO-8 0,088 a 3,68 OM 322 312 1147 28 4A1- 0.470 e 34,31 56,66 10 0 343 557 12F-0sw 0.065 se 434 1,10 0 0 0 0 4 99 M 61 c) AED excursion 12F-Osw 0 0 0 0 a Envelope lossIgam IDC-w 05 0 05 �4 0� 5 0 �4 28M 10606 12 a) Infiltration 3847 524 IO_w D 5 O�4 O�4 4828 657 b) Room ventilation 0 0 4A1-20w . ' • 0 13 Internal gains: Occupants @ 230 2 460 2 481-2fw 04 AppfiairAWother 1200 # 1900 Subtotal (tines 6 to 13) 28123 20436 33665 13623 Less external load 12,F-Gsw 0 0 0 0 07 Less transfer 0 IOD-W 0 0 Redsttititian 0 0 0 4AI-2ow 0 0 1 4 Subtotal 01 20435 33665 13623 15 Duct loads 0% 0 0 0 20% 39% 6636 5291 16B-38ad Total room load 28123 20435 0 40301 18914 Air required (dm) 800' 1000 i 2OP-30t Oi 99 M 61 c) AED excursion a Envelope lossIgam 24276 18251 28M 10606 12 a) Infiltration 3847 524 4828 657 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 AppfiairAWother 1200 1900 Subtotal (tines 6 to 13) 28123 20436 33665 13623 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redsttititian 0 0 0 0 1 4 Subtotal 28123 20435 33665 13623 15 Duct loads 0% 0 0 0 20% 39% 6636 5291 Total room load 28123 20435 40301 18914 Air required (dm) 800' 1000 i Calculations ag2roved bt��ACCA to meet all requirements of Manual J 8th Ed. 4` wrightscoft' 2012 -Oct- 2217:42:42 I&k Uponor System Design Software 12.0. 13 RSU06034 Page 2 ... Residence, 3430 Simms, Wheat Ridge. CO - main off basement.rup Cale-M,18 Front Door faces: Right-JO Worksheet Job: Freftnuth Residence, 3430 Si Entire House Date: Sep 26, 2012 FISC", consvltm�' UC By Enser Consulting, LLC ,301 725-8836 I R name -- -------------- Health Ctr Syst er[Guest Syst 2 Exposed wait 190.2 If 333.6 It 3 Room height Envelope loss/gain 10.1 ft d 113 It d 4 Room dimensions 5 Room area 12 1214.2 11 2927,7 It' Ty Construction Uvalue Or HT IMI Area (ft) Load I Area (Iftl Load I 0 number I (BtUhIftILIF) t.tVf (13 t� or perimeter (ft) I e (") (Btuh) or meter (ft) I peri (stun) 460 2 N T Cud I Gloss I N/PIS I Heat I Cod I Gross I NIPIS Heal I Cod II M e 434 1 e 35,77 2E e 35,77 2E e 34.31 5E a 32,85 6; a &68 C e 34' 31 54 $a 4,74 1 MI in I .. 6 c) AED excursion 201 0 Envelope loss/gain 17951 6878 502N 17089 12 a) Infiftration 5496 748 10783 1468 b) Rcom ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Applianceslother 1200 950 Subtotal {tines 6 to 13} 23447 9286 60987 19967 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23447 9286 6 19967 15 Duct loads 32% 65% 7522 6037 24%1 51% 1 14373, 10184, Thai i 30969 15 ==3 7M 30151 800 100() 10M 14001 1600 RM"IFIMMI wrightsucWt 2012-00-22 17:42:42 AI!Zk Uponor System Design Software 12.0.13 RSU06034 Page 3 .. . Residence, 3430 Simms, Wheat Ridge, C0 - main off basement. rup Calc-MJ8 Front Door faces: Right-JO Worksheet Job Freltnuth Residence, 3430 1.- Entire House Date: Sep 26, 2012 E 0, Consulr't V LLC By: Enser Consuitin , LLC t 393; 725 - &R'§6 1 Room name Radarvt Upper/Main Syst. 2 Exposed wall 2518 It 261.9 ft 3 Room freight Envelope lossIga 113 ft p 11.6 it d 4 Room dim ensions 35585 Room area 12 2641.3 ft' .9 ft' Ty Construction U-vdue far HTM Area W) Load A (ft') LOW 0 number ft� (Btute°F) (Btuhtft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) 690 4 H Cool Gross I WPIS Heat I Cod I Gross NIP /S Heat Cod + R t t t + :s i 1. rs e rr r r 6 c) AFD excursion 0 c Envelope lossIga 55775 18957 35585 25351 12 a) Infiltration 9414 1282 9157 1247 b) Room ventilation 0 0 0 0 13 Internal gains Occupant @ 230 3 690 4 920 Apphancestother 25W 1950 Subtotal (lines 6 to 13) 65189 23428 44742 29 468 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 65169 23428 44742 29468 15 Duct loads 21% 4596 13876 IDS14 24% 29% 10792 8474 To l 79065 34243 5 37942 Air r rat (dm) 0 0 1400 1 • .s• • »* . ov 1 1 r r 2012-00-22 17:42�42 S 0 q, Ri — Residence, 3430 Simms, Wheat + Right-JO Worksheet Job: Frolmuth Residence, U30 Si Bsmt(Main System Date: Sep 26,2012 Erse, Cw�s.k'. LLC �303� 725-883f, By: Enser Consufting, LLC 1 Rom name Bsmt/Main System Arcade 2 Exposed wall 2331 ft 26.5 It 3 Roan height 10.8 ft d 9,0 ft head/cod 4 Room dimensions 10,3 x 16.3 It 5 Room area 2301,9 ft' 166,6 ft' Ty Construction U-value Cr HTM Area (fi Load Area (W) number I (Btuh/w - F) (Btuwftl) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Hed I Cool Gross T NIPIS H�Cd�G,.�.N�IPIS H C I� N ft rm 9E ERIE A IM 1#1 0 0 0 0 0 0 0 i 8t 6 c) AEO excursion E rwdope loss/gan 24276 18251 1141 28 12 a) Infiltration 3847 524 84 11 b) Roorn ventilation 0 0 0 0 13 Internal gains: Occupants t 230 2 460 0 0 !other Applionceslother 1200 0 — FSota (lines 6 to 13) 28123 20435 1 1225 1 39 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 28123 20435 1225 39 15 Duct loads 0%1 0-/.l 0 0 -0 0%1 0 0 Total room load - -- 28 W 12 0 3 20435 1225 39 Air required (cfm) 9 35 2 gmnffi� to meet all rMirements of Manual J 8th Ed. A+ wrightsivaift' Uponor System Design Software 12,0.13 RSU06034 2012-00-22 17:42:42 —Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cole - M.18 Front Door faces� Page 5 gmnffi� to meet all rMirements of Manual J 8th Ed. A+ wrightsivaift' Uponor System Design Software 12,0.13 RSU06034 2012-00-22 17:42:42 —Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cole - M.18 Front Door faces� Page 5 Right-JO Worksheet Job: Frelmuth Residence, 3430 Sl BsmtlMain System Date: Sep 26,2012 r.00S'qtm LS C By: Enser Consufting, LLC I Room name 12F-Osw 0,066 w 4.74 110 Baird Hag 0 Bs"It PaNder 2 E xposed wait 0 0 0 8.3 ft 0 0 24.4 ft 3 Room height W 42,34 36.53 9,0 ft heat/cool 9,0 ft heaticod 4 Room dimensions 0 0 1.0 x 87.0 It 16.0 x 8,0 ft 5 Room area OM 0 87.0 ft' 0 128,0 W 0 Ty Construction 0 U-value Or HTM Area (if) 0,470 w Load 55,66 Area {ft'} 0 Load 0 number 0 (Btuh/W.T) 0 (Btuhift' 0 or penmeter (ft) (Btuh) or pedmeter (ft) 0,460 (Btuh) 32.85 62,81 0 0 Heat cool Gross N/PIS Had cool 0 Gross NIPIS Heat Cod 6 w 12F-Osw 0.086 0,066 n 4.74 1,10 0 0 0 0 0 0 0 0 0 0 0 17 4AI-2ow 0.470 n 0,0D 1.10 OV 0 0 0 0 0 0 0 0 0 0 W 1581 c-8 % 12F-Osw --G 0,088 n 176 0,00 0,12 0 0 0 0 0 0 0 0 0 0 0 0 %f 12F-Osw 0. 66 ne OM my OM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0.491 ne OM aws OM 0 0.00 0 0 0 0 0 0 0 0 0 0 12F-Osw 0065 a 4,74 168-38ad 110 0 OM 0 0 0 0 0 0 0 0 0 0 1 0 0.490 e 0,00 C 0.00 0 0 O'Se a 0 0 0 0 0 0 0 IOD-w 0,490 a 0.00 OM 0 0.035 0 0,00 0 0 0 0 0 0 0 0 0 4AI-2ow 0 0.470 a 0,00 0 OM 0 2OP-= 0 0 0,00 0 0 0 0 0 0 48I-2fw 0,450 e 0,00 0.00 0 F 0 0.020 0 1,46 0 0 87 0 87 0 0 t I58IS-OWO-8 128 0.088 e 168 187 0 09 0 0 2?A4pm 0 0 0 0 0 0 0 _IG 4A 1-2ow 0,470 e 301 56,66 0 0 0 0 0 0 0 0 0 W 12F-Osw 0,065 se O M 0.00 0 0 6 0 0 0 0 0 0 1 .. . ..... .. ...... .... vvrights�cift- 2012-00-22 VA2�42 AMIK Uponor System Design Software 12.0. 13 RSU06034 Page 6 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc=MJ8 FrontDoorfaces: 12F-Osw 0,066 w 4.74 110 0 0 0 0 0 0 0 0 =-W 0,580 W 42,34 36.53 0 0 0 0 0 0 0 0 IOD-w 0A90 w 0,00 OM 0 0 0 0 0 0 0 0 4A1-20W 0,470 w 34,31 55,66 0 0 0 0 0 0 0 0 48 1-2fw 0,460 w 32.85 62,81 0 0 0 0 0 0 0 0 w MIS-00C.8 0.086 W 3,76 OA2 0 0 0 0 144 144 542 17 0.065 rav 4,74 1.10 0 0 a 0 0 0 0 0 % 12F-Osw --G 1 0.490 nw 0,00 OM 0 0 0 0 0 0 0 0 4A1 -2ow 0,470 my 34.31 39.86 0 0 0 0 0 0 0 0 P 12F-Osw aws 0,00 0.00 0 0 0 0 0 0 0 0 C 168-38ad 0,026 OM OM 0 0 0 0 0 0 0 a C 18A-38W 0.029 Z12 O'Se i 0 0 0 0 0 0 0 0 F 20P-30t 0.035 0,00 OM 0 0 0 0 0 0 0 0 F 2OP-= 0.036 0.00 0,00 0 0 0 0 0 0 a 0 F 21A-32t 0.020 1,46 0,00 87 87 127 0 128 128 187 0 F 2?A4pm 1,180 86,14 0100 0 0 0 0 0 0 0 0 6 c) AED excursion 0 .1 E nvelope loss/gain 406 9 1000 25 12 a) infiltration 26 4 76 10 b) Room ventilation 0 0 0 0 13 internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 433 12 1076 35 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redist6bution 0 0 0 0 Subtotal 433 12 1076 35 15 Duct loads -0 -i 0% 0 0 -0% 0% 0 0 Total room toad 433 12 1 1076 3 1 Air required (cfm) 12 1 1 31 , � I .. . ..... .. ...... .... vvrights�cift- 2012-00-22 VA2�42 AMIK Uponor System Design Software 12.0. 13 RSU06034 Page 6 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc=MJ8 FrontDoorfaces: Right-M) Worksheet Job: Freftnuth Residence, 3430 Sl_ BsmtlMain System Date- Sep 26, 2012 E�,sc., r"Asu"ml, LLC By. Enser Consulting, LLC 003 72S-8636 I Room name Bsmt Stairs Dining Rm 2 Ex all 0 ft 37,6 If 3 Room height 9.0 It heat/cool 10,0 It heat/cool 4 Room dimensions 5.5 x 4.0 If 1,0 x 401.6 ft 5 Room am 5872 22,0 ft' 401,6 W a) Infiltration Ty Construction 0 U-value Or HTM Area (ftj Load Area (ft5 Load b) Room ventilation number (Btuwft2-. F) (Stutvft� or perimeter (ft) (Brun) or perimeter (ft) (Btuh) 0 13 Internal gains: Occupants @ 230 10D-w H. TC d t Cr s. NIPfS Heat I Cod 230 PIS H eat I Cod EN iM M M 177 41 0 0 0 0 1381 2240 0 0 0 0 230 53 0 0 61 c) AED excursion 01 1478 Envelope lossion 32 0 5872 5305 12 a) Infiltration 0 0 1195 163 b) Room ventilation 0 i2F-osw 0 0 13 Internal gains: Occupants @ 230 10D-w 0 1 10D-w 230 Applianceslother 4AI-2ow 6W Subtotal (lines 6 to 13) 481-2fw 32 0 EN iM M M 177 41 0 0 0 0 1381 2240 0 0 0 0 230 53 0 0 61 c) AED excursion 01 1478 Envelope lossion 32 0 5872 5305 12 a) Infiltration 0 0 1195 163 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Applianceslother 0 6W Subtotal (lines 6 to 13) 32 0 7067 6297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 32 0 7067 6297 15 Duct loads _0% 0% 0 0 036 0. 0 0 Total room load 32 0 :7A067 6297 eared red (drn) L J_ 1 01 201 308 � z I - IMMERUTMESHM. I Al ----- ------- A 4 - vvrightscAft, 2012-Oct-22 17:42:42 I&K Uponor System Design Software 12,0,13 RSU06034 Page 7 _ Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup CaIc=MJ8 FrontDoorfaces: Right-JO Worksheet Job. Frelmuth Residence, 3430 Si Bsmt(Main System Date: Sep 26, 2012 Enw, rons'Atm Uc By: Enser Consulting, LLC t303; 7,'5 1 Room name Formal Entry Living Room 2 Exposed wag 20.4 ft 29,6 ft 3 Room height 1472 20.7 ft heat/cool 10.0 It heaticod 4 Room dimensions 5938 1.0 x 278.0 ft 1,0 x 336.7 ft 5 Room am 278,0 ft' 336,7 W 5187 Ty Construction LLvAue Or HTM Area (ft) Load Area (ft) Load 942 number (BtutVft- (BtuWftj or perimeter (ft) (Binh) or perimeter (ft) (Brun) 0 0 13 Heat cod Gross � NIPIS Hear cod Gross I N/PIS Heat I Cool 11 M IM I _ . In IM 61 c) AED excursion 1 20481 1472 E rwdope loss/gain 5938 69% 5519 5187 12 a) Infiltration 1247 170 942 128 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 1 230 ApplianceVother 0 600 Subtotal (lines 6 to 13) 7184 7166 WI 6145 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribulion 0 0 0 0 14 Subtotal 7184 7166 6461 6146 15 Duct loads I _0% 0% 0 0 _09'% 0%1 01 01 Total room load 7184 7166 6461 1 IL 1 61 6 301 req Air uired (cfm) 1 204 351, _ n 184 I ININNINTAIMM NUT - I A — I - Pk wrightsoft- 2012-00-22 17�42:42 Uponor System Design Software 12,0. 13 RSU06034 Page 8 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement, rup Calc=MJS FrontDoorfaces� Right-M) Worksheet Job: BsmtlMain System Date: E.Se, CO By: Freirnuth Residence, 3430 Si_ Sep 26, 2012 Enser Consutting, .LAC Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed. Aft _*_ wrightsol't� Uponor System Design Software 12,0, 13 RSU06034 202-00-22 17:42�42 _ Residence, 3430 Simms, Wfleat Ridge, CO - main off basement,rup Catc-MJ$ FrnntDsarfaces� Page 9 Right-J@ Worksheet Job: Freitnuth Residence, 3430 Si 11 Date: Sep 26, 2012 F,)scf ConWtmq, 1,LC BsmtlMain System (303} 72S-8836 By: Enser Consulting, LLC I Room name IAO Media Rm Refreshments 2 Exposed wall 53,3 If 19.8 It 3 Room height 0 9.0 ft heat/cool 9,0 ft heat/coot 4 Room dimensions 2833 1,0 x 514.3 If 11'8 x 8'0 It 5 Room area 514.3 W 94,0 ft 0 Ty Consmiction U-Value Or HT Area (ft) A rea (ft') Load 63 0 number 0.00 (BtuWftk'F) (BtUh/ftj or perimeter (ft) (Blob) i or perimeter (ft) (Btuh) 0 0 0 0 0 Internal gains: Occupants @ 230 Coci Gross PIS Heat I Cod I Gross T NIPIS H Cod� 6 11 UM ti if i w 414 IAO 0 0 0 0 0 0 0 2833 0 w 42.34 36 53 0 0 12 0 0 169 0 23 0 0 63 0 w 0.00 0.00 0 0 0 0 0 0 0 0 0 0 Internal gains: Occupants @ 230 0 0 w 34 .39 55,66 0 0 0 0 Allan of 0 0 0 0 0 W 32.85 62.81 S ubtotal (lines 6 to 13) 0 0 a 0 0 0 0 0 W 3,76 0,12 0 0 0 0 106 0 106 0 398 13 Pw 4.74 1,10 0 0 0 0 0 0 0 0 0 0 0 Subtritall 0 rAN 0.00 0,00 690 0 0 869 0 29 0 U nor I s 0 0%1 0 0 .0% 0 nw 34,31 39,86 0 0 Total room load 0 0 0 0 0 0 0 0,00 0,00 0 0 0 0 0 0 0 0 - OM OM 0 0 0 0 0 0 0 0 - Z12 0,68 0 0 0 0 0 0 0 0 OMI 1100 0 0 0 0 0 0 0 0 0,00 OM 4 0 0 0 0 0 0 0 0 1.46 0.00 514 514 751 0 94 94 137 0 6 c) AED excursion 64 -1 Envelope loss/gain 2833 667 806 21 12 a) Infiltration 169 23 63 9 b) Room venfilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Allan of 0 0 S ubtotal (lines 6 to 13) 3003 690 869 29 Less external load 0 0 0 0 Less transfer 0 0 0 0 RedstribtAion 0 0 0 0 14 Subtritall 3003 690 869 29 15 U nor I s _0% 1 0%1 01 of .0% 0%1 0 0 Total room load 6 T 9 78%69[77129 Air required (cfm) 2; 1 Calculations app Toved by ADI&I MW pjt rpquirements of Manual J 8th Ed, t'sc,ft. Uponor System Design Software 12.0.13 R$UO6034 2012-Oct-22 17:42:42 _ Residence, 3430 Simms, Wheat Ridge, CO - main off basement, rop Ca;c=MJS Frontf)oorfaces� Page 10 Right-JO Worksheet Job: Frelmuth Residence, 3430 Sl 11 Date: Sep 26, 2012 Fnsc Con'Ou U'C BsmtlMain System ov) ns-gw By: Enser Consuffing, ILLC 1100 IKM i4 t tit i M 11 t 61 c) AED excursion 0 Envelope lossigain 365 6 12 a) Infiltration 18 2 b) Room ventilati 0 0 13 Internall gains. Occupants @ 230 0 0 Appliances /other 0 Subtotal (fines 6 to 13) 383 8 Less external load 0 0 Less transfer 0 0 Redistribution 0 14 Sutitotal 383 8 15 Duct bads -0% 0% 0 0 TotW room load 3v 8 Air required (cfrn) 11 0 Calculations a•prov "dy ACCA, to, meet all recluirements of Manual J 8th Ed, wrightsaft 2012-00-22 17:4Z42 Uponor System Design Software 12,0,13 RSU06034 Page it —Residence, 3430 Simms, Wheat Ridge, CO- main off basement.rup Calc=MJS FrontDoorfaces: Right-J@ Worksheet Job: Freftnuth Residence, 3430 Si.- 11 Date: Sep 26, 2012 Fose, cons.ft,n t �, tLr, Great Rm System �30 , By: Enser Consulting, LLC 3, 72S-8836 I Room name Great Rot System Art Gallery 2 Exposed wag 125A ft 18,8 It 3 Room height 13,2 ft it 10,3 ft heat/coot 4 Room ctimensions 4524 1,0 x 327,3 ft 5 Room am 1268,3 ft' 327,3 11 657 Ty Construction 1042 I U-value 0 HTM A rea (W) LOW Area (ft Load number I 0 (Bt u tvfp �, F) internal gains: Occupants 230 (Btuhm') or perimeter (ft) (Btuh) or pen I meter (ft) (Stuh) 230 Awl other — _S.# — Heat cod Gross N/P/ H�Cod �Gr.�.N/R�/S H; Cod rt I c C F M • 4,74 OM 0,00 34 , 31 0,00 3 4,74 5, 77 01 ®1 6 c) AED excursion 0 102 Envelope loss{gain 28838 10606 4524 1340 12 a} Infiltration 4828 657 1042 142 b) Room ventilation 0 0 0 0 13 internal gains: Occupants 230 2 460 1 230 Awl other — _S.# — — _1 Ota o to 13) 33665 13623 5W 2112 Loss exlemat load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 33665 13623 55% 2112 15 Duct! oads 20% 39%, Win 5291 20%1 39% 1097 $201 1 40301 18914 3 2932 800 1000 132 15S Calculations ap2roved U ACCA tam t all r2quirements of Manual J 8th Ed. 2012-Oct-22 17:42:42 ht eft" Uponor System Design Software 12.0. 13 RSU06034 Page 12 _Residence, 3430 Simms, Wheat Ridge, CO - main off basement rup Calc=MJB Front Door faces: Right-JO Worksheet Job: Freimuth Residence, 3430 Sl Great Rm System Date: Sep 26, 2012 0303' CQRWv� e ?303' 72,5-8616 By: Enser Consulting, LLC I Room home 1.10 Great Room Powder 2 Exposed wall 0 86,7 ft TS ft 3 Roorn height 0,00 14.7 ft heaticod Mo ft heatlood 4 Room dimensions 0 1.0 X 850.0 it 7.5 x 6.8 If 5 Roorn am e M,o If 50.6 ft? 0 Ty Construction 0 U-value Or HTM Area (ft') Load Area (it) Load 0 0 number 0 (BtulVftl-'F) 0 (BtutVftl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) 0 0 0 0 0 0 Heat I Cod G�.. NIPIS � Heel s 0 �G.�.N/P�IS 0 H A�pd C 11 0 12F-Osw IOC•w 10D-w 4A 1 -taw 481-2fw ISBI&OY 12F-Gsw 10D-w e 4,74 1.10 0 0 0 0 0 0 0 0 e 0,00 0.00 0 0 0 0 0 0 0 0 e 0.00 0.00 0 0 0 0 0 0 a 0 e 0.00 0 00 0 0 0 0 0 0 0 0 e 0,00 0.00 0 0 0 0 0 0 0 0 e OM 0'0D s 0 0 0 0 0 0 0 0 a O00 0100 0 0 0 0 0 0 0 0 so 474 1,10, 439, 412, 1964 451, 0 0 0 0 IN 4,74 1,10 3 -314 3 12 3 75 75 21319 356 w OM OM 0 12 0 0 3200 0 0 238 0 32 0 IN 0,00 OM 0 0 0 0 0 0 0 internal gains: Occupants 230 0 0 230 0 w 34,31 55,66 0 0 Applianceslother 0 0 1500 'u 0 0 0 0 w 0,00 0,00 10416 0 0 0 0 0 0 0 0 IN OM 0,00 0 0 0 0 0 0 0 0 0 Redistribution 0 nw 4,74 1.10 0 0 0 0 a Sc dal 0 0 10416 0 0 rM 35,77 2038 t3txtl 0 39% 0 40451 0 39%1 0 0 d 0 0 nw OM 0.00 0 0 0 0 583 0 0 32 0 13 0,00 OM 0 0 0 0 0 0 0 1,90 1:34 6 6 12 8 51 51 96 2,12, 0,0 M 9911 2114 612 0 0 11 0,00 0,00 0 0 0 0 0 0 0 OM OOD 0 0 0 0 0 0 0 0,00 0,071 0 n n n n A A 61 c) AED excursion -314 -5 Envelope lossIgain 21319 8250 1098 145 12 a) infiltration 3200 436 238 32 b) Room ventilation 0 0 0 0 13 internal gains: Occupants 230 1 230 0 0 Applianceslother 1500 'u u Subtotal (lines 6 to 13) 24520 10416 1336 177 Less external load 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Sc dal 24520 10416 1336 177 15 t3txtl 200/6 l 39% 4833 40451 20%1 39%1 263 69 d ej oad Told d room load 29352 1 446 , 46 A 2r r�=Jicfrn) 583 7651 32 13 Ad vvrIghts%>ft' SU06034 2012-Oct-22 17:42:42 Page 13 Uponor System Design Software 12,0.13 R ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cate - MJ8 Front Door faces� Right-J@ Worksheet Job: Freintuth Residence, 3430 Si Great Rm System Date: Sep 26, 2012 By: Enser Consulting, LLC M . M IFf I.... z I'll, 11 . • .•�## • -, I I • 1 11 1 11 11 1 11 1 - "1 ♦ 11 1- 99=1 A# - wrlghts�aft' 2012-Oct-22 IT42:42 Uponor System Design Whoare 12.0,13 RSU06034 Page 14 Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Catc - MJ8 Froot Door facw c) AD excursion 217 Envelope loss Igan 1896 871 12 a) infiltration 347 47 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliancestether 0 Subtotal (Imes 6 to 13) 2243 918 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2243 918 15 Duct loads 1 20 3996 1 442 357 Total room load Air required (cfm) 5:1 z I'll, 11 . • .•�## • -, I I • 1 11 1 11 11 1 11 1 - "1 ♦ 11 1- 99=1 A# - wrlghts�aft' 2012-Oct-22 IT42:42 Uponor System Design Whoare 12.0,13 RSU06034 Page 14 Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Catc - MJ8 Froot Door facw Right-J@ Worksheet Job: Freintuth Residence, 3430 SI IE Health Ctr Syste Date: Sep z o2 Fn%c , ronsWung, LLC m �303) 725-8836 By, Enser Consulting, LLC 1 Room narne Health Ctr System Hedth Center 1 2 Exposed wall 190,2 ft 27.1 ft 3 Room height E avelope loss/gain 10.1 ft d 10,0 It heaticod 4 Room dimensions 4.0 x 223.5 ft 5 Room am 12 1214,2 ft' 223,5 ft' Ty Construction U-value Or HTM Area (f1 Load Area W) Load 0 number (15tuhIftAIT) (BtuhIftl) or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) 460 1 H Cod Gross I tot 1S Heat C Gross N/P/S Heat I Cod 6 It MI. im• rr oil x erg 11 a 0 1 6 c) AEG excursion 201 52 E avelope loss/gain 17951 6978 3114 1403 12 a) Irift1tration 5496 748 776 106 b) Room ventilation 0 0 0 0 13 Irderrid gains" Occupants @ 230 2 460 1 230 Applianceslother 1200 600 Subtotal (tires 6 to 13) 23447 9286 2339 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23447 9286 3890 2339 15 l s 32% 65%j -------- t— 7522 I 6037 32% — 65% — 1248 '44e 1521 Told room load ff 1 30969 15323 1 5138 X Air required (cfm) 8MI 1000, 133, 252 4 wrightsit,>ft- Uponor System Design Software 12.0,13 RSU06034 2012-Oct-22 IT42:42 I&k Page 16 —Residence, 3430 Simms, Wheat Ridge, CO - main off basement nap Coln - MJ8 Front Door faces: Right - Worksheet Job: Freirnuttt Residence, 30 SI.,. Rate: Sep 26, 2012 rnsf, cons'. in r.rr H h G SYSt m By Enser Consulting, LL x,303; 725 -€5636 I Room name 110 Health Center 2 Health Ctr Hail 2 Exposed wall 80.3 If 28.5 If 3 Room height 14 10.0 it heat/cool 80,4 If heatleod 4 Room dimensions 1,0 x 579,7 it 1,0 x 175.3 it 0,00 Room am 579.7 11 175.9 ft' 0 Ty Construction U -value Or H M Area (ft5 Load Area (it') Load 0 number 0,00 (Btuh W-T) Internal gains. Occupants @ 230 (Btuhttt') or perimeter (ft) (Stun) or perimeter (ft) (Bata) 0 0 0 Applianceslother 0 Heat Cod Gross NtP1S Heat Cod Gross I NtP1S Heat Cool A• • y' e �r e 4,74 110 218 125 218 1033 -22 238 Envy loss /gain 14 14 3137 68 16 e 0,00 0.00 0 2316 0 0 0 0 0 0 0 0 e 0,00 0.00 Internal gains. Occupants @ 230 0 0 230 0 0 0 0 Applianceslother 0 0 600 0 e 0.00 0.00 0 0 10285 0 0 3097 0 0 0 0 0 e 0,00 0.00 0 0 Less transfer 0 0 0 0 0 0 0 Redstribution 0 0 e 0.00 0,00 0 0 14 0 0 10285 0 0 3M7 0 15 0 32 0 e 0.00 < 0100 65% 0 399 0 Total ment load 0 0 7 0 0 1014 0 Air required (cfm) 0 se 0,00 0.00 0 106 0 0 0 0 0 0 0 se 0.00 0.00 0 0 0 0 0 0 0 0 s 4.74 = 1.10 170 130 616 142 125 125 591 136 s: 35.77" : 16.00: 40 0 1438 0 0 0 0 s 34.31 29.38 s 0 0 0 0 0 0 0 0 s 0.00 0.00 0 0 0 0 0 0 0 0 s O.Op 0.00 0 0 0 0 0 0 0 0 $w 0.00 - 0.00 0. 0 0 0 0 0 0: 0:. sw 0.00 0.00 0 0 0 0 0 0 0 0 is 4.74 1.10 327 309 1465 338 1s is 73 17 w 0.00 OM 0 0 0 0 0 0 0 0 w 0,00 U0 0 0 0 0 0 0 0 0 W 34.31 55.66 18 0 610 989 0 0 0 0 w 0.00 0.00 0 0 0 0 0 0 0 0 W 0.00 0.00 0 0 0 0 0 0 0 0 rM 0.00 0.00 0 0 0 0 0 0 0 0 nw 0.00 0,00 0 0 0 0 0' 0' 0 0 nw 0.00 0.00 0 0 0 0 0 0' 0 0 (100 0.00 0 0 a O 0 0 0 0 1.90 1.34 8 8 is 10 0 0 0 0 212 ' 0.68 567 1243 401 197 197 418 135 Z66 0A0 580 580 1481 234 176 176 449 71 0,00 0.00 -- _ 0 0 0 0 0 0 0 0 n nan_ n n n_ n n n n n 61 c) AED excursion 125 -22 Envy loss /gain 7969 3137 2203 492 12 a) infiltration 2316 315 122 b) Room versdation 0 0 0 0 13 Internal gains. Occupants @ 230 1 230 0 0 Applianceslother 600 0 Subtotal (lines 6 to 13) 10285 4282 3097 614 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Sullotal 10285 4282 3M7 614 15 Duct leads 32 659f 3300 2784 32% 65% 894 399 Total ment load 13585 7 4089 1014 Air required (cfm) 351 461 106 66 Calculations ap _proved IN ACCA to, meet all requirements of Manual J 8th Ed vvri Uponor System Design Software 12,0,13 RSUG6034 Pa -Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc - MJ8 Front D Right-JO Worksheet Job: Frelmuth Residence, 3430 Si Health Ctr System Date: Sep 26, 2012 crnwin.9, I LC ?7IS-8M BY: Enser Consulting, LLC 1 Room name Health Shower Health WC 2 Exposed wall 13,8 ft 14.9 ft 3 Room height 10,0 ft heatIcool 10'0 ft heaticoot 4 5 Rom dimensions Room area 1,0 x 47.4 ft 47.4 ftz 1.0 x 53,8 it 53,8 ft" 0 Ty ConstructionOr 0 0 HTM Area (ft' Load Area ift� Load 0,00 (too number (But 0 (Btutrrft� — H or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) eat Cod Gros. NIPIS H C od�G,.�.NI�P/S 0 0 H Card� 0 0 0,450 W 0.00 6 as ill 3821 88 0 0 0 0 0 0 0 0 0065 w 4,74 110 73 73 348 80 0 0 0 0 0 ' SW w 0,00 0, 00 0 0 0 0 0 0 0 0 0 w 0,00 (too 0 0 0 0 0 0 0 0 0. 470 w 34.31 55,66 0 0 0 0 0 0 0 0 0,450 W 0.00 0,00 0 0 0 0 0 0 0 0 0.088 w 0100 0100 0 0 0 0 0 0 0 0 0. nw 0.00 0,00 0 0 0 0 0 0 0 0 0. 490 nw OM 0,00 0 0 0 0 0 0 0 0 0A70 rw 0,00 OM 0 0 0 0 0 0 0 0 OMS 256 0100 O M 0 0 0 0 0 0 0 0 0,026 Total room l 1 1.90 1,34 2 2 4 3 0 0 0 0 01029 Z12 OM 47 47 9 32 66 55 117 38 0,035 Z56 0 * 40 47 47 12 9 19 64 54 137 22 0=5 OM 000 0 0 0 0 0 0 0 0 n (191) n nn A An n n n n n n n 6 c) AED excursion -8 -91 E nvelope loss/gain 815 182 893 198 12 a) Inflittration 396 54 427 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1211 236 1 1320 2561 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1211 1320 256 Uct 1 3 r1a 1! 66%1 388 236 153 1 32 65% 424 166 Total room l 1 1599 369 1744 422 Air required (Cfm) 41 25 45 28 Calculations apgroved U ACCA to meet - all - r . eauirements of Manual J 8th Ed. 2012-Oct-22 17 -P k wrightsoft' Uponor System Design Software 12,0,13 RSU06034 Page 17 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basementsup Calc - MJ8 Front Door faces: Right -J@ Worksheet Job: Freimuth Residence, 3430 Sl 11 Date: Sep 26, 2012 "S"' COn$00'9 Urf Health Ctr System pal us-sou, By: Enser Consulting, LLC ek RE RE 6 c) AED excursion 63 E nvdope loss/gain 2958 1466 12 a) Infiltration 685 93 in Room ventilation 0 0 13 I emal gains: Occupants @ 230 0 0 Applianceslother Subtotal (Imes 6 to 13) 3643 1559 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Sublotal 3643 1559 15 pact t 32%1 65%1 11691 10141 Toted room load 4812 2573 _h old r Air eTd (cfm) qOre q 124 166 A It * , , WrIghtsicift- Uponor System Design Software 12.0.13 RSU06034 2012-00-22 17:42:42 Residence, 3430 Simms, Wheat Ridge, CO- main off basement.rup Caic-M,18 Front Door faces: Page 18 Right-JO Worksheet Job: Freirnuth Residence, 3430 Sl MasterlGuest Syst Date: Sep 26, 2012 Faw, Conufn q, LLC (301, By: Enser Consulting, LLC , 72S 8636 I Room name Master/Guest Syst Guest Bath 2 Exposed wag 3316 If 9,2 ft 3 Room height Envelope loss/gain 113 ft d It's it heat/cool 4 Room dimensions 1.0 x 78.7 If 5 Room area 12 29273 ft' 78.7 11 Ty Construction U-value Or HTM Area (ft) Load Area (it) Load 0 number (Btuhlftt'F) (8UVI1 or perimeter (ft) (Btuh) - or perimeter (ft) (Btuh) 460 0 Heat I coot Gross N/Pls Heat I Cool Gross N/P/S Heat Cod 10C_W 1 4A 9 -tow 4E 1-2fw 115BIS-00 12F-Osw 9 0 0 0 0 0 0 0 0 0 0 0 O 0 ''l () 1 6 c) AED excursion Envelope loss/gain 50204 17089 777 166 12 a) Infiltration 10783 1468 262 36 _ b) Room venfilati 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 AppliarxWother 950 0 Subtotal (dines 6 to 13) 60987 19967 10391 202 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 60987 19967 1039 202 list Duct loads 1 2496 , 519fi 14373 10184 2596 38 %' 400 258n 7,7, Total r l oom oad 75 360 30151 I :12 :2 7 279 Air u red (cfrn) 1 400 1 600 _ I . is Aft -Fi4- wrightsoft- Uponor System Design Software 12,0.13 RSU06034 2012-Oct-22 17:42:42 ...Residence, 3430 Simms, Wheat Ridge, CO -main off basement,rup Calc-MJ8 FrontDoorfaces: Page 19 Right -.1 <}1CkSheet Job: Freimutb Residence, 3430 SCI,.. asterIGuest Syst [fate: Sep 26, 2012 E1 3, Csanvu6.�sn, CeC By: Enser Consulting, LLC ` 4;363', 6-8836 1 Room name Guest Closet Guest Hail 1 2 Exposed d wag 6.8 f1 20A ft 3 Room height 11.6 n {cool 9.9 ft heaticad 4 Room dimensions 1.0 x 68,7 It 1.0 x 1577 ft 5 Room area 68.7 ft' 157.7 W a) Infiltration Ty Construction 219' U -vai re fir HfM Aa (n L A (ft� L oad b) Room ventilation number I (8f €e'E) (Btuhfft -) or perimeter (ft) (8tuh) or perimeter (ft) (tuh) 0 13 Internet gains: Occupant @ 230 a Heet Cod Gross NIPIS Heat I Cod Grams NIP1S Heat Cod r r ►r o sa t et 1. t r ae �r me c r. k r.r x t � 61 a 0 0 0 0 0 0 0 [fit 6 c) AED excursion -13 -45 Envelope loss/ gain 667 143' 20722 482 12 a) Infiltration 219' 30 904 123 b) Room ventilation 0 0 0 0 13 Internet gains: Occupant @ 230 a 0 0 0 AppPi rceslcither 0 0 Subtotal (lines 6 to 13) 886 173 2976 xt i a 0 a 0 arrsf a 0 0 a icn a a a a E al 973 29P6 805 25% 38 °� ' 220 66 255 38% 740 231 i 1106 239 3717 837 red (cfm) 29 13 69 44 • .t #♦ • t is 4 . » - i III ♦ W M! -FJ4- vvrilghtsoft- Uponor System Design Software 12.0,13 RSU06034 2012-Oct-22 17:42 ... Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cato - MJ8 Front Door faces: Page'20 Right-J@ Worksheet Job: Freintuth Residence, 3430 Si Master/Guest Syst Date: Sep 26, 2012 ConSWW , LIC By: Enter Consulting, LLC I Room name Guest Stairs Guest Storage 2 Exposed wag 16.5 ft 24,8 ft 3 Room height -15 10,4 If heaticoot 0,0 it heat/cod 4 Room dimensions 896 1,0 x 49,7 It 1,0 x 159.3 It 5 Room area 49,7 ft' 159.3 W 201 Ty Construction U-Value Or Ei7 Area (ft') Load Area (ft'} Load 5 nwrber (Bumv-F) (Btutvftz) or penmeter (ft) (Brun) or perimeter (ft) (Btuh) 0 0 13 Heat I Cod �Gms.7 NIPIS Heat I Coal Gross MP/S Heat I Cod 11 0 N I ---------- ------- -Fk vvr1qhts;4Dft' 2012-Oct-22 17:42:42 Uponor System Design Software 12.0. 13 RSU06034 Page 21 .-Residence, 3430 Simms, Wheat Ridge, CO - main off baseffient,rup C9 lc=MJ8 FrontDoorfaces: c) AEO excursion -20 -15 E nvelope lossIgain 896 199 315 201 12 a) Infiltration 529 72 5 1 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Apph tot 0 0 Subtanes 6 to 13) tal (lines 1425 271 321 2 Less external Idea 0 0 0 0 L ess transfer 0 0 0 0 rRedstfibubon 0 0 0 0 14 or Subtotal M 1425 271 321 202 is W a Duct I- d. 1 25% 38% 354 1031 25%1 38%1 80 77 'T ot old room load 1779 �33 400 279 Air r efi t ne tired (c fm) �37 0 7 15, I ---------- ------- -Fk vvr1qhts;4Dft' 2012-Oct-22 17:42:42 Uponor System Design Software 12.0. 13 RSU06034 Page 21 .-Residence, 3430 Simms, Wheat Ridge, CO - main off baseffient,rup C9 lc=MJ8 FrontDoorfaces: Right-JO Worksheet MasterlGuest Syst Fni" UC 00 , 3 Y25-8��6 Job: Frelmuth Residence, 3430 $L,. Date: Sep 26, 2012 By: Enser Consulting, LLC 1 Room name U65 -2591 Guest Suite 0,680 Guest WC 2 Exposedwall 0,490 5984 46.9 it IZI ft 341 3 Room height 1504 11.5 ft icod It's If sw heat/cod 4 Room dimensions IOD-w 0,490 0 1,0 x 393,3 ft 4AI-20w 1.0 x 31.2 If Intend gains: Occupants a 230 6 Room area 230 393.3 ft' 31.2 ft" Applianceslother Ty Construction 350 U-value Or HTM Area (ft� 0 Load Subtotal (lines 6 to 13) Area (ftj 7488 Load 3463 number 1499 (BtuhIft-'F) 397 (Bluhth) or perimeter (ft) (Btuh) 0 or perimeter (ft) (B") 0 0 Less transfer He Cod Gross N/PIS Heal Cr d Gross NIP/S Heat cod Redistribution 6 k t—G 12F-Osw 0.065 n 4.74: 1,10 191 166 733 Subtotal 169 94 7488 83 3463 393 91 1499 4A 1- 15 0.470 n 34,31 I&M 36 1321 0 1246 38% 686 11 152 0 Total morn I oad 373 2D5 1 W 15815- c -8 0.088 n 0.00 0,00 0 Air required (cfm) 0 0 0 0 0 0 0 W 12F 0, 066 ne O, 0D 0,00 a 0 0 0 0 0 0 a I IOD-w 0.490 ne OM 0,00 0 0 0 0 0 a 0 0 12F-Osw 0,065 e 4.74 110 227 203 964 223 0 0 0 0 IOD-w 0,490 a 35,77 28,01 0 0 0 0 0 0 0 0 !OD-w 0.490 a OM 0,00 0 0 0 0 0 0 0 0 4A 1- 0,470 a 34.31 5566 24 0 818 1326 0 0 0 0 481-2fw 0.450 a 0.00 0"00 0 0 0 0 0 0 0 a t--G ISSIS-ONC-8 0,080 e MOD 0.00 0 0 0 0 0 0 0 0 4A1-2ow 0.470 e 0;00 0100 0 0 0 0 0 0 0 0 W 12F-Osw OMS se OM 0,00 0 0 0 01 0 0 0 0 6 c) AED excursion U65 -2591 0,680 -30 0,490 5984 2678 O470 1088 341 O 0 a) Infiltration 1504 205 411 sw 0.065 b) Room ventilation IOD-w 0,490 0 4AI-20w 0 13 Intend gains: Occupants a 230 1 230 0 0 Applianceslother 350 0 Subtotal (lines 6 to 13) 7488 3463 1499 6 c) AED excursion -2591 -30 Envelope losstgain 5984 2678 1088 341 12 a) Infiltration 1504 205 411 66 b) Room ventilation 0 0 0 0 13 Intend gains: Occupants a 230 1 230 0 0 Applianceslother 350 0 Subtotal (lines 6 to 13) 7488 3463 1499 397 Less eat a! load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7488 3463 1499 397 15 Duct loads 1 25%j 38%j 1862 1321 25%1 38% 373, 152 Total morn I oad 5 9f740 1 478M41 I 187 1 549 Air required (cfm) L2 35� 2 EIHMM�KMMKO 70- -14 wrightsoft- 2012-Oct-22 VA2:42 Uponor System Design Software 12.0,13 RSU06034 Page 22 — Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cole - MJ8 Front Door faces: Right-JO Worksheet Job: Frelmuth Residence, 3430 St MasterlGuest Syst Date: Sep 26, 2012 Efts- cv.suftm u'c By: Enser Consulting, LLC {aO3} M-8436 I Room name Ubrary Master Bath 2 Exposed wall 21.9 If 61.5 It 3 Room height 10.5 it heaticcid I2.8 it hikl/cod 4 Room dimensions 'LO x 99,6 If 1,0 x 518,4 ft 5 Room area 0 99.6 ft' 518,4 ft' Internal gains: Occupants 0 230 Ty Construction U-value Or H M Area M Load Area (ft� Load Appliances/other number I (BtutVftk*F) (BtutVfV) or nmeter (ft) (Btub) or perimeter (ft) (Btuh) 0 Subtotal (fines 6 to 13) 2065 Heat I Cool Gross NIP/S H �Ccd�G,�m.N�IPIS 14266 4378 H Cod • Im 0 0 0 0 a 0 0 0 0 0 E 6 c)AEDexcursion -29 -328 Envelope lossIgain 1 14361 306 I 121611 - 40 12 a) Infiltration 629 86 2114 288 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 0 0 Subtotal (fines 6 to 13) 2065 392 14266 4378 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2065 392 14266 4378 15 Duct loads 26% 64 543 250 23% 56% 3277 2427 Total room l 26 08 642 17542 6WS Air required den ( I 48, 34. 26 _3 1__ 361 VQ w WE 4 wrightsaft' Uponor System Design Software 12.0, 13 RSU06034 2012-Oct-22 17:42:42 , _ Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc=MJ8 FrontDoorfaces: Page 23 Right -JO Worksheet Job: Freimuth Residence, 3430 Si,.. asterlGuest Syst mete: Sep 2, 2012 Eqw� s.r comsut " c By. Enser Consulting, LLC (303) 725•88 '36 1 Room name Master Bedroom Master WC 2 Exposed wall 37.0 ft 14.0 It 3 Room height -17 13.5 ft heat/cod 91 It heati 4 Room dimensions 10005 1.0 x 584.9 it 1.0 if 411 ft 5 Room area 5K9 W 43.1 ft 179 Ty Ccxrstra'ction t1 value Or HTM A (ft ) Load Area (ft) Load 401 number (Bt t-F) (Btuwft� or perimeter (ft) (Binh) or meter (ft) (Btuh) 0 0 13 Heat cod Gross N/P /S Heat cod Gross N/P/S H Cod 1b t �k t t a xa a as r ar a rr 0- , # 11 # #t Y { 1 o� r . 0i 01 01 6 c) AED excursion 118 -17 Envelope lossigain 10005 3458 1887 179 12 a) Infiltration 1451 198 401 55 b) Room ventilation 0 0 0 0 13 Internal gins: Occupants @ 230 1 230 0 0 Appliancesicith 0 Subtotal (lines 6 to 13) 11455 4486 2288 232 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11456 4486 2296 232 151 Duct loads 23 55% 2487 23% 55 525 129 Tot rim t JUN7 =370 2813 351 Air rerluirei (cfm) 52 19 Calculations approvAeby ACCA to meet all requirements of Manual J 8th Ed, t. •.. Y 2012- Uponor System Design Software 12.0.13 RSU06034 Page 24 Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc - MJ8 Front D faces: • G3 Wo rksheet �303� 725 •. r Date. Sep 26 By: Enser Consulting, LLC 1 Room name -231 Master WIC 1 Master WIC 2 -10 2 Exposed wall 2114 246 12.5 ft 780 18 If 12 a) Infiltration 3 Room height 477 65 1&0 It 143 heat /cool 20 16.0 ft b) Room ventilation heat lood 4 Room dimensions 0 0 1.0 x 129,6 ft Internal gains: Occupants @ 230 1,0 x 96.9 ft 5 R oom area 0 129.6 ffa Appliances6other 96,9 11 0 Ty Const 'on 0 U -value Or HTM A (11 Load A (ft') 923 Load Less external load number 0 (Btuhlftz-°F) 0 (Btuwft� or pertmeter (ft) (Btuh) 0 or perimeter (ft) (Btuh) 0 0 0 H eat I Cod Gross NIPIS Heat Cad Gross NtP /S Hear Cad 0 6 Subtotal 12F 0,066 n 4.74 110 0 923 0 0 15 0 45 55°lu 45 214 23 49' 212 4AI-2ow 0.470 n 34.31 ' 98.98 0 483 0 0 1935 0 0 0 0 SJ 0 26 I5B15 -Owc -8 21 0.088 n 0,00 0,00 0 0 0 0 0 0 0 0 92F w U65 rte 0.00 0.00 0 0 0 0 0 0 0 0 Ii 1 0.490 ne : 0.00 ` 0.00 4 0 0 0 0 O 0 0 12F -0sw 0,065 e 434 1.10 0 0 0 0 0 0 0 0 10D-w 0,490 e 35.77 28.09 0 0 0 0 0 0 0 0 1 0.490 a 0.00 0.00 0 0 0 0 0 0 0 0 4A1 -2ow 0.470 e 34.31 55.66 0 0 0 0 0 0 0 0 4B1 -2fw 0.450 e 0,00 0,00: 0 0 0 0 0 0 0 0 9581 0,088 a QOO 0,00 0 0 0 0 0 0 0 0 4A 1 0.470 e 0,00 ` 0.00 > 0 0 0 0 0 0 0 0' 1 F-Osw 0,065 se 0,00 0.00 0 0 0 0 0 0 0 0 4A1 -2nr 0.474 as 0.00 0.04 0 0 0 0 0 0 0 0 'h 12F w O. 066 s 414 1.90 ISO 150 792 164 0 0 0 0 0.490 s 35.77 *00 0 0 0 0 0 0 0 0 4A1 0.470 s 34,31 29.36 0 0 0 0 0 0 0 0 481-2fw 0,460 a 32 „85 3215 0 0 0 0 0 0 0_ 0 W 95B95 -Owc -8 0.088 s 0,00 0,00 0 0 0 0 0 0 0 0 12F w 0,066 sw 0.00 0,00 0 0 0 0 0 0 0 0' 4AI-ZDw 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 1F-0sw 0, 065 w 4, 74 1.10 0 0 0 0 0 0 0 0 10C-w 0.580 w 0,00 0.00 0 0 0 0 0 0 0 0 9O 0.490' w 3577 28.01 0 0 0 0 0 0 0 0 4A1 -2an! 0,470 w 0.00 0.00 0 0 0 0 0 0 0 0 4BI-2fw 0,450 w 32.85 62.81 0 0 0 0 0 0 0 0 W 9589 -8 0,088 w: 0.00 0100: 0 0 0 0 0 0 0 0' 12F - Osw 0,065 rtw 0,00 0,00 0 0 0 0 0 0 0 0 100-w 0.490 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A1 -tow 0.470 nw 0,00 0.00 0 0 0 0 0 0 0 0 P 12F 0065 - 4,74 1,30 0 0 0 0 0 0 0 0 C 16B- 0.026 - 1.90 1.34 0 0 0 0 0 0 1 1 C 18A 0.0291 - 2.12 0.66 154 154 325 105 194 194 242 78 F 2OP -301 0,035 2.56 0.40 0 11 0 11 0 0 0 0 F 0;035 2.56 0.40 0 0 0 0 0 0 0 0 F '>1A_37t n r79n _: nano n ntt. n.... n n A n n n n: 61 c) AED excursion -231 -10 Envelope loss/gain 2114 246 780 918 12 a) Infiltration 477 65 143 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 O 0 0 0 Appliances6other 0 0 S ubtotal (lines 6 to 13) 2591 319 923 137 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redastrib€tion 0 0 0 0 14 Subtotal 2599 391 923 137 15 Duct loads 23 % 55°lu 595 172 23 5% 212 76 Tot l 3186 483 1935 213 Air required (cfm) SJ 26 21 11 ,� Moved ty ACCA to meet all requirements of Manual J 8th Ed - ----- wrights Uporror System Design Software 12.0.13 RSU06034 Page 25 343 Simms, Wheat Ridge, CO- main off basement.rup Cak-Wir Front Door faces: Right-JO Worksheet Job: Freimulth Residence, 3430 S1 MasterlGuest Syst Date: Sep 26, 2012 Enw, Co-00.q, UC By: Enser Consufting, LLC {301 725-8836 I Rom name 474 N Entry Stairs N. Entry Powder 2 Exposed wall 0 0 ft 8,3 ft 3 Room height is 10.0 It heatIcod 10.4 ft heaticcid 4 Room dmensions 43 1,0 x 38.9 ft 1.0 x SO'S ft 5 Room area 0.00 38.9 f? 58,5 ft 0 Ty Construction U-value Or HTM Area (W) 'Load Area (fi Load 295 0 number 0 (BtuhIftI-IF) w t. ( or perimeter (ft) Bth (u) or perimeter (ft) (Btuh) 0 0 0 13 8 ; Cod r... I NIPtS H edfft; 0 0 N/ I P/ I S H.M I cod II IN !RX i11 01 oi 0,066 W 474 1.10 0 -11 0 0 0 is 9 Envelope loss/gain 9 43 10 0.580 W 0.00 0.00 0 12 0 0 0 0 0 0 0 295 0 40 0 0,490 w 3517 26.01 0 0 0 0 13 0 0 0 0 0 0 0. 470 w 0,00 0.00 0 0 Appliances/other 0 0 0 0 0 0 0 0,450 w 32 85 62.81 14 0 0 180 0 712 0 Less external load Les 0 0 0 0 0.088 W 1100 0.00 0 0 0 0 0 0 0 0 0 0 0 Redistribution 0 0,065 nw OM 0,00 0 0 0 14 0 0 21 0 14 0 0 0.490 rw 0,00 0.00 Dud I ad. Dud _ 0 55% 0 0 0 5�'5%1 0 0 0 L-1--L—L— 0 0.470 nw 0.00 O'DO 0 2247 0 1107 0 require (cfrm 0 0 0 0 0 0 59 4,74 1.30 0 0 0 0 0 0 0 0 0,026 IM 1,34 11 11 21 15 53 63 101 71 0 212 0,68 0 0 0 0 6 6 13 4 0.036 256 0.40 0 0 0 0 0 0 0 0 0X36 2,66 0.40 ' 0 0 0 0 0 0 0 0 0070 0.00 000 a 0 a 0 a a 0 0 Ingo IP viorightsaft- 2012-00-22 17:42:42 Uponor System Design Software 12,0,13 RSU06034 Page 26 —Residence, 3430 Simms, Wheat Ridge, CO- main off basement,rup Calr=MJ8 Frontl)rmrfaces� c) AED excursion -11 is Envelope loss/gain 21 14 1533 672 12 a) Infiltration 0 0 295 40 b) Room ventilation 0 0 0 0 13 Internal gains: Occupards 230 0 0 0 0 Appliances/other 0 0 Subtotal (fines 6 to 13) Subtotal 'a' Or 21 14 180 712 Less external load Les 0 0 0 0 Less transfer Less 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21 14 1827 712 15 Dud I ad. Dud _ 1 23% 55% 5 8 5�'5%1 420 395 Total otal mom load L-1--L—L— 261 22 2247 1107 require (cfrm o 1 42 59 Ingo IP viorightsaft- 2012-00-22 17:42:42 Uponor System Design Software 12,0,13 RSU06034 Page 26 —Residence, 3430 Simms, Wheat Ridge, CO- main off basement,rup Calr=MJ8 Frontl)rmrfaces� Right-JO Worksheet Job: Freltnuth Residence, 3430 S11- MasterlGuest Syst Date: Sep 26, 2012 cons Wung, L�'( By: Fuser Consulting, LLC 1 R. name 12F-Osw 0 w 4,74 IAO North Entry 148 108 Service 2 Exposed wall 118 121 121 13,2 ft 574 132 25,2 ft 1oC-W 3 Room height 0,00 0,00 0 12,9 ft 0 heat/cool 0 Mo it 0 treatment 4 Room dimensions 0 0 0 1.0 x 260.5 ft 0,490 to x 158,8 ft 5 Room area 0 719 260,5 11 563 0 158.8 ft' 0 0 Ty Construction U-value Or HTM 0,00 Area W) 0 Load 0 Area tfl�l 0 Load 0 number 0 (BtutVftk 0 (Ert or perimeter (ft) 4B 1-2fw (Bt w or perimeter (ft) (atuh) ]lt 0 660 1262 Hest cod Gross NIP/S Heat Cod 0 Gross N/P/S 1659 c s Heat cod 6 0,00 12F.Gsw 0 0,066 n 4,74 lAd 0 0 0 0 0 0 0 0 0 0 WL� 126 0 0 rw 0,00 4AI-2ow 0.470 n 34,31 18,881 0 0 0 0 0 0 0 0 0 0.490 W ISBIS -Owc-8 0,00 0,088 n 0,00 OM 0 0 0 0 0 0 0 0 0 0 0 0 4AI-2ow 0,470 12F-Osw 0,00 0,066 ne 0,00 OM 0 0 0 0 0 0 0 0 0 0 19 12F-ftw IOD-w 0,490 ne 0,00 0,00 0 97 0 461 0 126 0 0 0 0 0 C 12F-Osw 0,026 OMS e 4.74 1A0 0 0 0 0 0 0 0 0 0 0 0 1OD-w I5A-3ftd 0.490 e 3517 25.01 0 73 0 73 0 166 0 0 0 0 0 0 0 1 F 0490 e 0,00 OM 0 0 0 0 0 0 0 0 0 0 0 4A1 -tow 0.470 e 34,31 55M 0 0,40 0 0 0 0 0 0 0 0 0 0 481-2fw 0 OASO e 0.00 OM a 0.00 0 0 0 0 0 0 0 0 0 t-G I59IS-OW04 0 0.088 a 0.00 0,00 0 0 MOD 0 261 0 0 0 0 0 159 4AI-2ow 0,470 e OOD O.OD 0 0 0 0 0 0 0 0 W 12F-Osw 0,066 se 0,00 0,00 0 0 0 0 0 0 0 0 Calculations apgoved by ACCA to meet all rNuirements of Manual J 8th Ed. 4 wrilghtsoft- 2012-00-22 17:42:42 Uponor System Design Software 12.0.13 RSU06034 Page 27 -Residence, 3430 Simms, Wheat Ridge, CO- main off basementsup Catc-MJ8 Front Door faces: 12F-Osw 0 w 4,74 IAO 148 108 512 118 121 121 574 132 1oC-W O. w 0,00 0,00 0 0 0 0 0 0 0 0 1OD-w 0,490 w 35,77 Mol 20 0 719 563 0 0 0 0 4A1-2OW OA70 w 0,00 0,00 0 0 0 0 0 0 0 0 4B 1-2fw OASO w 32,86 62,81 20 0 660 1262 0 0 0 0 W 1659 c s 0,088 w OM 0,00 0 0 0 0 0 0 0 i 0 WL� 126 -Osw 0M5 rw 0,00 0,00 0 0 0 0 0 0 0 0 IOD-w 0.490 nw OM 0,00 0 0 0 0 0 0 0 0 4AI-2ow 0,470 nw 0,00 0.00 0 0 0 a 0 0 0 0 P 12F-ftw o'W6 4,74 1.30 97 97 461 126 131 134 623 171 C 16B-3W 0,026 1.90 1.34 168 168 320 226 0 0 0 0 C I5A-3ftd 0,029 2..12 0,68 73 73 166 so 0 0 0 0 F 2OP-30t 0,035 2.56 OAO 0 0 0 0 0 0 0 0 F 20plu U35 2,56 0,40 0 0 0 0 0 0 0 0 F 21A-32t OMO 0.00 OM 0 0 0 0 0 0 0 0 F 22A-tpm t180 86. 14 MOD 261 13 1134 0 159 26 2168 0 6 c) AED excursion 667 7 Enveiopeloss/gan 4208 3070 4272 726 12 a) Infiltration 636 87 $02 109 b) Room ventilation 0 0 0 a 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 4844 3157 5073 835 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4844 3157 5073 835 15 Duct loads 23% 1 55%, 1113 1750 23% 55% 1165 463 Total room load 5956 4907 6238 1298 Air required (cfrm 111 ........ 260 .. -- 116, 69 1 Calculations apgoved by ACCA to meet all rNuirements of Manual J 8th Ed. 4 wrilghtsoft- 2012-00-22 17:42:42 Uponor System Design Software 12.0.13 RSU06034 Page 27 -Residence, 3430 Simms, Wheat Ridge, CO- main off basementsup Catc-MJ8 Front Door faces: Right-J@ Worksheet Job: Frelmuth Residence, 3430 W Radiant Date: Sep 26, 2012 F.%CI CO.SWUMi UC By: Enser Consutfing, LLC {3Q3j 715 -6836 1 Room name Radant Art Gallery 2 Exposed wall 253'8 ft 16.8 It 3 Room height E nWope loss/gain 13.3 If P 10,3 ft heaticad 4 Room dimensions 1.0 x 327,3 ft 5 Room area 12 2641.3 ft' 327.3 ftz Ty Construction U-Val - Or HTM Area (ft Load Area ift� Load 0 number (BtulVftIL'F) (Btufiift or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) 690 1 e€ H Coed Crams N/PIS Heat TC G,..7N/P/S 2500 Heat F Cod 1� 0 19 a. c) AEON excursion 0 102 E nWope loss/gain 55775 18957 4524 1340 12 a) Infiltration 9414 1282 1042 142 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 3 690 1 e€ oat — — Appitanceslother M M 6 c) AEON excursion 0 102 E nWope loss/gain 55775 18957 4524 1340 12 a) Infiltration 9414 1282 1042 142 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 3 690 1 230 — — Appitanceslother 2500 400 6 to 13) 66189 23 55% 2112 Less external load a 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 65189 23428 5566 2112 15 Duct loads 1 21% 4510 13876 10814 20%, 39% 1097 820 Total room load 79065 34243 �3 2932 i Air required (cfm) Calculations approved by ACCA to meet all reWirements of Manual J 8th Ed. Aft - ffoi - wrightsoft Uponor System Design Software 12.0,13 RSU06034 2012-00-22 VA2V _ Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Calc = MJ8 Front Door faces: Page 28 Fight -.l Worksheet Job: Freltnuth Residence, 3430 St.- 1E Radiant Date: Sep 26, 2012 E.53( Consvitmg, UC By: Enser Consulting, LLC I Room name Great Room Master Bath 2 Exposed wall 861 It 61,5 ft 3 Room height 14.7 It hest/coof 12. it heAdecd 4 Room dimensions $250 1.0 X 850,0 If 1,0 x 518,4 it 5 Room am 850,0 ftz 518.4 ft' O404W64 Ty Construction 3200 U-Value Or HTM Area M Load Area ( Load 0,490 0 1 b) Room ventilation number (Btuh1i`VL I (Stutvw) or penmeter (ft) (Stub) or perimeter (ft) (Brun) 0 13 internal gains: Occupants a 230 168-38W 0,026 H eat I cod Gross N/PIS Heat cod Gross I NIPIS Heat I Cod WILT" MIL am#M 12F-Osw 0'066"M�� 1OC-w 0,580 �� 1OD-w 0.490 E nvelope loss/gain 4AI-2ow 13 0.470 $250 481-2fw 041 4090 12 O404W64 N , 3200 436 12F-Osw 0065 2114 1OD-W 0,490 0 1 b) Room ventilation -1A1-2ow 1 0,470 0 0 13 internal gains: Occupants a 230 168-38W 0,026 230 0 0 2OP-30t 0,035 1500 0 Subtotal (lines 6 to 13) 6 c) AED excursion -314 -Ub E nvelope loss/gain 21319 $250 12151 4090 12 a) Infiltration 3200 436 2114 288 b) Room ventilation 0 0 0 0 13 internal gains: Occupants a 230 1 230 0 0 Asian dot 1500 0 Subtotal (lines 6 to 13) 24520 10416 14266 4378 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24520 10416 14266 4378 15 Duct f s 20% 39% 4833 4045 23%, 55%, 3277 2427 Total room load 29352 14461 1 7542 6 805 Air required (cftm 583, 765, 326, 361 1 1 - 1U* IM t*4i_' AO - wrightsaft- 2012-Oct-22 17:42:42 Uponor System Design Software 12.0,13 RSU06034 Page 29 w- Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cato = MJ8 Front Door faces: Right Worksheet Job: Fre€truth Residence, 3430 S €... Radiant Date- Sep 6, 2012 ruse, C n ut�xn , U c Enser ConsuEt €n t.t.O ¢303} 32S -8836 1 Room name Osw Master Bedroom plaster WC 2 Exposed wall 37.0 ft 14,49 If 3 Room hial#K r tt 115 #t heat/cool 9.1 If hest 4 Room dimensions a 1,0 x 584,9 ft 1.0 x 411 tt 5 Room area 5M.9 It 43A ft* 178 Ty Construction U -vale Or HTM Area (ft') Load Area (ft') Load 401 number Btuhtft °F} (13tuhJ #f$) kHeat or perimeter (ft) (Btuh) or perimeter (f8) (8tuh) 0 r . Interrial gains: Occupants 230 C Caress N /PtS H Cool Oros N1PtS H Cod rtx i �r SIM ►a 0 0 0 0 0 0 0 0 0 0 0 0 0 !! 0i 0 0 6 c) AED excursion Osw 1 118 e :► r tt Envy loss/gain t• a rr 1887 178 12 a) Infiltration 1451 198 r 401 55 b) Room ventilation 9 r w. 0 r . Interrial gains: Occupants 230 1 a 230 0 k 1 0 i B 8. -. 600 # , t 0 Subtotal (lines 6 to 13) 11456 4486 M 2288 1r1: 232 Less external load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !! 0i 0 0 6 c) AED excursion 1 118 -17 Envy loss/gain 10005 3 1887 178 12 a) Infiltration 1451 198 401 55 b) Room ventilation 9 0 0 0 13 Interrial gains: Occupants 230 1 230 0 0 ApplianceWother 600 0 Subtotal (lines 6 to 13) 11456 4486 2288 232 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redastribcrti a 0 0 0 0 14 Subtotal 11456 4486 2288 232 15 1 uctl S 1 23% 55% 2631 2487 23% 55% 525 129 Total load 14087 6973 2813 361 A 262 370 1 52 19 Calculations approved b ACCA to t all re ulrements of Manual ,J 8th d. v h ri is ro rn 2012 - Oct -22 17:42:42 tJponor System Design Software 12.0.93 RSU06034 Page 30 ...Residence, 3430 Simms, Wheat Ridge CO - main off basement.rup Cato = MJ8 Front Door faces: Right-J@ Worksheet Job Frelmuth Residence, 3430 Si... Radiant Date: Sep 26, 2012 Erxxtka com'Ov q LLC By: Enser Consulting, LLC I Room name Master WIC i Master WIC 2 2 Exposed wait I2.5 If IS ft 3 Room height 18.0 ft heaticool 16.0 it heaticool 4 Room dimensions 1.0 x 129.6 It 1,0 x 9&9 If 5 Room area 129.6 W 96,9 11 Construction U-value - Or HTM Area Oi Load Am (P Load number (Btuhfftk�F) (Bt ft or meter` (ft) (Btuh) or perimeter (ft) (Btuh) T 9A1 Heat cool Gross N/P/S Heat cod Gross N/PIS Heat cod 12F-Osw U" n 434 1.10 0 0 0 0 45 46 214 49 -2ow 0,47 0 n 34,31 1818 0 0 0 0 0 0 0 0 1581 c -8 0,088 n 0,00 0,00 0 0 0 0 0 0 0 0 i2Fosw M066 rte 4,74 4,10 0 0 0 0 0 0 0 0 IOD-w 0.490 rte 35.77 20.78 0 0 0 0 0 0 0 a 12F-0sw 0.065 a 4,74 110 0 0 0 0 0 0 0 0 IOD-w 0.490 e 35.77 28.01 0 0 0 0 0 0 0 0 1017 -w 0,490 e 0.00 0.00 0 0 0 0 0 0 0 0 4A 1 -tow 0.470 e 34. 55.66 0 0 0 0 0 0 0 0 4B 1-2fw 0.450 a 0.00 0,00 0 0 0 0 0 0 0 0 t--G 15815-ON*-$ 0,088 is 0.00 0.00 0 0 0 0 0 0 0 0 4AI-2ow 0.470 e 0.00 grog 0 0 0 0 0 0 0 0 t--G 12F -Os w 0 066 se 4'74 4.10 0 0 0 a 0 0 0 0 4A1 -2ow 0.470 se 34.31 47,95 0 0 0 0 0 0 0 0 sw Moss S 434 110 150 150 712 164 0 0 0 0 Ti 12F-0 10D-w 0.490 s 3617 16.00 0 0 0 0 0 0 0 0 4A1-2*w 0.470 a 34,31 29,38 0 0 0 0 0 0 0 0 481-2(w 0.460 s 32,85 32.25 0 0 0 0 0 0 0 0 W 15815-OWC-8 0. 088 a 0,00 0,00 0 0 0 0 0 0 0 0 12F-Osw 0,066 sw 4.74 1.10 0 0 0 0 0 0 0 0 t--G 4AI-2ow 0.470 sw 301 47.95 0 0 0 0 0 0 0 0 12F-Osw 0.065 W 4,74 1,10 0 0 0 0 0 0 0 0 10C -W 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 1 0,490 w 0.00 0= 0 0 0 0 0 0 0 0 4A 1-2o vv 0.470 w 34. 55,66 0 0 0 0 0 0 0 0 4BI.2tw 0,450 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15815-OWC-8 0.088 w 0,( 0 0.00 0 0 0 0 0 0 0 s 0 12F-Osw 0.065 nw 4,74 1,10 0 0 0 0 0 0 0 0 1 0,490 nw 35.77 20,78 0 0 0 0 0 0 0 0 4A1-2ow 0,470 raw 0,00 0.00 0 0 0 0 0 0 0 0 P 421 01066 4.74 1.30 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 1.9(7 1,34 0 0 0 0 0 0 1 1 C IM-38M 0.029 2.12 0.68 164 154 326 105 114 114 242 78 F 2OP-30t 0,036 0.00 DAM 0 0 0 0 0 0 0 0 F 2OP-M 0.035 0.00 0100 0 0 0 0 0 0 0 0 F 21A-32t 0.020 0,00 0,00 0 0 0 0 0 0 0 0 F 2ZA-tpm 1.180 K14 0.00 130 13 1077 0 97 4 323 0 6 c) AED excursion -23 -10 Envelope loss/gain 2114 246 780 118 12 a) Infiltration 477 65 143 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (tines 6 to 13) 25111 311 923 137 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2594 311 923 137 15 Duct loads 23%1 5557%-Mj 5951 172 23%1 55%, 212 761 Total room load 3186 483 i 1 1135 1 Air required (dm) 59 26 21 .... ...... - Fk - vvrightsaft- 2012-Oct-22 17:42:42 Uponor System Design Software 12,0,13 RSU06034 Page 31 Residence, 3430 Simms, Wheat Ridge, CO- main off basement.rup Calc-MJ8 FrontDoorfaces� Right-JO Worksheet Job: Frelmuth residence, 3430 SL.. Radiant Date: Sep 26, 2012 F-Os- C"ft 9w'% U.0 By: Enser Consulting, LLC c3a3; 725-R036 I Room name Powder Powder WC 2 E xposed wag OM 7.5 f! 12. It 3 Room height E nvelope loss/gain MO If heaticoot 9,0 ft hewcool 4 Room dimensions 145 7.5 x 6.8 If 1,0 x 40.5 If 5 Room area 12 50,6 ft' 40.5 W Ty Construction 32 U-Value Or HTM Area (M Load Area (11 Load 0 number 0 (BtuWft (Btubtft or penmeter (ft) (Btuh) or peameter (ft) (Btuh) we 0 0 Heat G Gross N/P/S H Cod Gros. NIPIS Heat I Cool 11 FM I I W I 2( 0 0 0 61 c) AED excursion 4114 -5 OM 217 OM E nvelope loss/gain 34.31 145 0�00 1896 871 12 wo 238 4,74 32 3&77 47 b) Room ventilation 0 0 0 0 13 ew 0 we 0 0 ww 0 ewe Appliances/other 1 I W I 2( 0 0 0 61 c) AED excursion -5 1 217 E nvelope loss/gain 1098 145 1896 871 12 a) Infiltration 238 32 347 47 b) Room ventilation 0 0 0 0 13 Internet Ons: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 I Subtotal (lines 6 to 13) 1336 1717 2243 918 Less external food 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1336 177 2243 918 15 Duct loads 1_20% 39% M 69 20 1 39% 442 3571 Total room load 1 1600 2111, 1 2686 1275 Air required (don 32. 13 53 67 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. vvrightscft 2012-Oct-22 VA2:42 Uponor System Design Software 12.0,13 RSU06034 Page 32 _Residence 3430 Simms, Wheat Ridge, CO - main off basement.rup Catc-MJ8 FrontDoortaces: Right-JO Worksheet Job: Freitnuth Residence, 3430 Si UpperlMain Syst Date: Sep 26, 2012 Fq$f' CO' ISO O� LLC By: Enser Consulting, LLC f301' 725-8836 I Room name 12F-Osw 0,065' 0 Upper/Main Syst. Bedroom Suite 1 4531 2 E x ed waff 35585 25351 261.9 ft 5097 43,3 ft a) Infiltration 3 Room height 9157 # 0 TL6 If 1668 d 277 12.3 ft b) Room ventilation /cod 4 Room dimenvoins IOD-w 0,490 0 13 Intemal gams: Occupants @ 230 4 1.0 x 455,3 ft 920 5 Room area 230 3450.9 ft' Ali other 465,3 ft' 4AI-2ow 04701 Ty Construction 450 U-value Or HTM Area (it') 29468 Load Area (ft) Load Less external load 481-2fw number 0 (BtutVft- (Btuwftz) or perimeter (11) 0 (Stub) or perimeter (ft) (Btuh) 0 0 0 Heat Cod Gross N/PIS Heat cod Gross NIPIS Heat cod 0 6 0 12F-Osw Subtotal 0.065 A 4,74 1,10 629 629 6765 2986 689 231 Dud loads 231 1098 107921 253 39%, 4A1-2ow 2625 0.470 n 0100 0,00 0 0 IOD-W 0 0 0 9390 0 0 0 W 16BIS-Owc-8 1 600 0.088 n 0.00 0.00 0 303 0 0 0 0 0 0 0 12F4sw UO he OM 0100 a 0 0 0 0 0 0 0 1 1OD-w 0.490 re 0,00 0100 0 0 0 0 0 0 0 0 12F-Osw 0,065 a 4.74 110 1182 875 4151 958 72 M. 72 342 79 IOD-w 0,490 a 0.00 OM 0 0 0 0 0 0 0 0 1OD-w 0,490 a 3577 28.01 92 0 3294 2579 0 0 0 0 4A1 -2ow 0,470 a 34,31 55.66 123 0 4219 6844 0 0 0 0 481 -2(w 0,450 a 32,85 62.81 92 0 3025 5785 0 0 0 0 t—G ISSIS-Owl-8 0,088 a 0,00 OM 0 0 a 0 0 0 0 0 4AI-2ow 0,47D a 0.00 OM 0 0 0 0 0 0 0 0 W 12F-Osw O.065 se 0,00 0'00 0 0 0 0 Ol 06 W 0 6 c) AED excirsson 12F-Osw 0,065' 0 142 4531 E nvelope lossIgain 35585 25351 5097 IOC-W 0 8WO a) Infiltration # # # 9157 # 0 1668 277 b) Room ventilation 0 0 IOD-w 0,490 0 13 Intemal gams: Occupants @ 230 4 920 1 230 Ali other 4AI-2ow 04701 450 0 44742 29468 6765 4887 Less external load 481-2fw 0.450 0 0 0 0 0 Less transfer 0 0 0 0 0, Redistribution 0 0 0 0 0 14 Subtotal 44742 29468 12F-Osw 6765 4887 15 Dud loads 24% 29% 107921 8474, 39%, 47% 2625 2296 Total room load � 534 IOD-W 9390 1 7183 Air required (dm) 1 1 600 237 303 4A 1-2♦ # F 103 M. 6 c) AED excirsson 0 4531 E nvelope lossIgain 35585 25351 5097 3980 12 a) Infiltration 9157 1247 1668 277 b) Room ventilation 0 0 0 0 13 Intemal gams: Occupants @ 230 4 920 1 230 Ali other 1950 450 Subtotal (lines 6 to 13) 44742 29468 6765 4887 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 44742 29468 6765 4887 15 Dud loads 24% 29% 107921 8474, 39%, 47% 2625 2296 Total room load � 534 37942 9390 1 7183 Air required (dm) 1 1 600 237 303 '4 -Pk wrightsoft, 2012- Oct - 2217:42:42 Uponor System Design Software 12.0,13 RSU06034 Page 33 ... Residence. 3430 Simms, Wheat Ridge, CO - main off basementsup Calc-M,18 Front Door faces: Right-JO Worksheet Job: Freinfuth Residence, 3430 Si taste: Sep 26, 202 1 EftSV COnS�A'Mq, LLC U pper /lain Syst. s 1 725-wir, By: Enser Consulting, LLC I Room name Bedroom Suite 2 Bonus Room 2 Exposed wag 36.1 ft 16,8 ft 3 Room height 12.4 ft hw/cool 128 ft heat/ccxI 4 Room dimensions 1,0 x 3951 ft 1.0 x 247.6 ft - 5 . Room am 395,1 ftz 247,6 ft' I Ty Construction 479 t1 «v ue tar HTM Area (ft) LOW Area Ot� Load O4 number 0 4AI-2ow Wernal gains: Occupant$ @ 230 (Btutvft or penmeter (ft) (Blunt or fiefirneter (ft) (Blob) 230 — Appliancestother �GMI�NIPiS H Cool �GmeaNI�P/S Heel I Coot 6 a I 12F-Osw 0 IOC-W 5 rr IOD-w 0 4 4662 4AI-2ow 04 3104 3115 481- 2fw 0,4 1437 I O� 479 65 12F-Osw t 0. 0 100-w O4 0 0 4AI-2ow Wernal gains: Occupant$ @ 230 1 gs 1 230 — Appliancestother 450 450 Subtotal (tines 6 to 13) 6100 4801 3583 3861 Less external load 0 01 01 6 C) AED excursion 480 Envelope loss/on 4662 3926 3104 3115 12 a) Infiltration 1437 196 479 65 b) Room ventilation 0 0 0 0 13 Wernal gains: Occupant$ @ 230 1 230 1 230 — Appliancestother 450 450 Subtotal (tines 6 to 13) 6100 4801 3583 3861 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 44 Subtotal 6100 4801 3583 3861 151 Duct loads 39% 47% 23671 22661 39% 47% 1390 18' l J�Air Total room load �required ::I'i ! 7 -57 O gi 4973 5675 5 (cfm) (cf 213 _!2J13 2; � i, 98 125 19 239 viorightsoft 2012-Oct-22 17�42:42 Uponor System Design Software 12,0,13 RSU06034 Page 34 Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Catc-MJ8 FrontDoortaces: Right-JO Worksheet Job: Freltnuth Residence, 3430 SI 11 Date: Sep 26, 2012 kn5e, cons"'Sba UX UpperlMain Syst. � I By: Enser Consulting, LLC P03, 725 I Room name BR Bath I WC BR Bath 1 WIC 2 Exposed wall 3.5 It 12.8 ft 3 Room height 3 t 12.8 12,8 I heaticool 12,8 It heat/cod 4 Room dimensions ;(Btu!h;/ft 212 6,5 x IS ft 1,0 x 107.6 ft 5 Room area 142 22,8 It' 10Z6 ft' Ty Construction U-value Or HTM Area lft� Load Area Of') Load 0 number 13 Internal gains: Occulawas @ 230 0 (Btu tVfjj or perimeter (ft) meter (ft) h (Btu 'e or perimeter (ft) (Btuh) 0 Appliance Vother H Cod Gross N/P/S Heat Cod Gross NIPIS Heat Cod 6 12F-405w 0. m 0 4,74 1,10 46 46 212 49 163 163 771 178 4AI-2ow 0 0.470 n 0,001 0,00 0 0 0 0 0 0 0 0 M SM tit It t 0( 01 6 c) AED excursion 11 -44 ro 3 54 1015 212 12 a) Infiltration 142 19 517 tit It t 0( 01 6 c) AED excursion 11 -44 Envelope loss/gain 3 54 1015 212 12 a) Infiltration 142 19 517 70 b) Room ventilation 0 0 0 0 13 Internal gains: Occulawas @ 230 0 0 0 0 Appliance Vother 0 Subtotal (lines 6 to 13) 405 73 1532 283 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 405 73 1532 283 15 Duct loads 39%1 47%j 157 34 39% 47% 594 133 - 41 Tot l al room oad 1.2 0 1:. 6 21�2 16 Air squired (drn) 14 54 18 # wrightsoft 2012-00-22 17:42:42 A& Uponor System Design Software 12,0.13 RSVO6034 Page 35 ... Residence, 3430 Simms, Meat Ridge, CO - main off basement rup Cafc=MJ8 Froritl)oorfaces� Right-J@ Worksheet Job: Freinauth Residence, 3430 SL.. UpperlMain Syst Date: Sep 26, 2012 Eras- con�ovqq ux By: Enser Consulting, LLC ,363} 725-8836 I Room name SR Bath 2 WC BR Bath 2 WIC 2 Exposed wad 4,0 ft 12,5 ft 3 Room height 12,8 ft heaticool I2,8 ft heaticoal 4 Room dimensions 6,5 x 4.0 ft 1.0 X 108.1 It 5 — - Room area — -- ------- -- -- 26,0 W 108.1 ftl Ty Construction U-value Or HTM Area M Load Ara (11 Load number (BtutVft 'F) (Bt 2 ) or perimeter (ft) (Bt or perimeter (ft) (Btuh) Heat cod Gross NIPIS H Cud Gross NIP/S Heat Cod 6 12F-0sw 0.065 n 4,74 1,10 0 0 0 0 0 0 0 0 4AI-2ow 0.470 n (LOD OM 0 0 0 0 0 0 0 0 W 15815-owc-8 0.088 n 0 M 0,00 0 a 0 0 0 0 0 0 12F-0sw 0.066 ne 0100 0,00 0 a 0 0 0 a 0 0 11 1OD-w 0.490 ne OM 0.00 0 0 0 0 0 0 0 0 12F-Osw O. 065 a 474 110 0 0 0 0 0 0 0 0 10D-w 0A90 a OM OM 0 0 0 0 0 0 0 0 10D-w 0.490 e 35.77 28.01 0 0 0 0 0 0 0 0 4A1-2ow 0,470 e 34,31 55.66 0 0 0 0 0 0 0 0 4BI-2fw 0.450 e 32,85 62.81 0 0 0 a 0 0 0 0 1581 6-0wo-8 0,068 a (too 0100 0 0 0 0 0 0 0 0 4AI-2ow 0,470 e 0100 0.00 0 0 0 0 0 0 0 0 t--G 12F-Gsw 0 se 000 0,00 0 0 0 0 0 0 0 0 4AI-tow 0.470 se OM 000 0 0 0 0 0 0 0 0 12F-osw 0.065 a 4,74 1.10 51 61 242 56 169 169 766 s 175 IoD-w 0,49D s 35.77 46.00 0 0 0 0 0 0 0 0 4AI-2aw 0.470 a 0,00 OM 0 0 0 0 0 0 0 0 481-2fw 0,460 a OM OM 0 0 0 0 0 0 0 0 W 168 1 6-OWC-8 0,088 5 0M 0.00 O 0 0 0 0 0 0 0 0 t 12F4sw 0,066 sw 4,74 110 0 0 0 0 0 0 0 0 -0 4AI-2ow 0.470 sat 34.31 477 0 0 0 0 0 0 0 0 12F-0sw 0,065 w 4.74 1,10 0 0 0 0 0 0 a 0 IOC-w OMO W OM 0.00 0 0 0 0 0 0 0 0 10D-w 0.490 w 0,00 OM 0 0 0 0 0 0 0 0 4A1 -tow 0.470 w 34. 55,66 0 0 0 0 0 0 0 0 4B1 -2fw 0,450 w 0,00 0,00 0 0 0 0 0 0 0 0 W ISBIS-OW04 O:0$8 W 0.00 0100 0 0 0 0 0 0 0 0 12F-0sw 0,066 rw 434 1,10 0 0 0 0 0 0 0 0 IOD-w 0.490 rw 0.00 OM 0 0 0 0 0 0 0 0 4A1 -tow 0,470 rw 34.31 39,86 0 0 0 0 0 0 0 0 In 12F.0sw OAS - 0,00 0.00 0 0 0 0 0 0 0 0 C 168-38ad 0,026 - 1,90 1,34 0 0 0 0 0 0 0 0 C 18A-38ad 0,029 - 2.12 0,68 28 28 59 19 116 116 245 79 F 2OP-30t 0,036 - OM 0,00 0 0 0 0 0 0 0 0 F 201 0,036 - 0,00 0,00 0 0 0 0 0 0 0 0 F 21A-32t OMO - OM 0,00 0 0 0 0 0 0 0 0 F 22A-4pm IA80 - 86,14 0100 0 0 0 0 0 0 0 0 6 AED excursion -13 -44 E nvdope loss/gain 301 62 1001 210 12 a) Infiftrafion 162 22 507 69 b) Room ventilation 0 — 0 0 0 0 13 Internal gams, Occupants @ 230 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 463 84 15081 279 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 463 84 1508 279 15 Duct loads 39% 47% 180 39 39%1 47% 585 131 Total room load 643 123 1 2093 410 16 5 1 53 17 Calculations Amroved • ACCA to meet all re4Luirements • Manual J 8th Ed t � - fid - vvrightsoft- Uponor System Design Software 12.0. 13 RSU06034 2012-00-22 17:42:42 ,AC�;'Z'K _ Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Cale = MJ8 Front Door faces: Page 36 Right Worksheet Job: Freirnuth Residence, 3430 S1 ... Uplperl''ain Syst. ►te. yep 26, 2 r 3M 725 c 88 16 � r LX Enser Consulting i. LC ±ease ��� sass Y� 9 Rowe narne BR Sate 1 Bath BR Suite 2 Bath 2 Exposed we# 26.0 It 28.3 ft 3 Room height Envelope loss/gain 12.8 ft }ccxri 12,8 ft heat/cool 4 Room dimensions 1.0 x 237.1 ft 1,0 x 234.0 ft 5 Room area 12 237.1 ft' 234.0 ft' Yy Construction U -v ue Or HTM Area (ft� t. Area (ft') Load 0 nsam (Btuhfft' - F) (Btuwft') or perimeter (ft) (Btuh) or perimeter (ft) (Stuh) 0 0 N Cool Cross NIP1S H C oot dross PtIPfS H ooi 1b 4 t i l . t !M tt F YE «r 1[ Ot, 1M t : 1 0# t 11 ie in 01 01 0 0 0 0 0 0 0 0 0 0 0 01 6 c) AEC excursion .93 _100 Envelope loss/gain 2438 15W 2639 1799 12 a) infiltration 845 115 698 922 b) Room ventilation 0 0 0 0 13 Internet gains: Occupard @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) =3 1665 3597 9922 Less extend load 0 0 0 0 Less transfer 0 0 0 0 Reclistribution 0 0 0 0 14 Subtotal 3263 1665 3537 9922 15 1 ucti oads 39% 47%1 12741 782 39%1 47%1 13721 903 Total room load 4557 2447 4909 2825 Air req red (cfm) 195 iO3 124 119 111--11111-- �_�MEMIMIMFMUUMMM Uponor Systern Design Software 12.0.13 RSU06034 Page 37 _Residence, 3430 Simms, Wheat Ridge, CO - main off basement,rup Calc-MJ8 FrontDoorfaces� Right -JO Worksheet Job: Freimuth Residence, 3434 Sl... Upper/ ain 'Syst. Date. Sep 26„ 2412 Ei �- Conuk,�q, UC B ser Consulting, LLG 1103} 735 1 R name Stec Kitchen Exposed wag 16.0 It 25.8 It 3 Room height 10.0 ft fcool 10.0 ft heat 4 Room di s "sons 1.0 x 62.4 it 1.0 x 4991 f& 5 Room area 62.4 ft' 419.3 ft' Ty Construction U -value Or HTM A ("I Load Area (W) Load number (Rtuhtft - - F) (Btuhtft� or perimeter (ft) (Bt or perimeter (ft) (6tuh) Heat Cod Gross NIPBS Heat Cad Gross N1P /S Heat Cod 6 12F.0sw 0,065 n 4.74 110 0 4 0 0 63 83 391 4A I-2ow 0.470 n 0,00 0.00 0 0 0 0 0 0 0 0 15895- cm8 9.088 n 0.00 OM 0 0 0 0 0 0 0 0 12F Uss ne 0100: 0.00 ! 0 0 0 O 0 0 0 0 11 1 0,490 ne 0.00 0.09 0 0 0 0 0 0 0 0 12F -0sw O, 065 e 4.74 9.10 0 O 0 0 175 160 761 176 10D-w 0.490 e 0.00 0.00' 0 0 0 0 0 0 0 0 3, w 0.490 e 3537 28.01 0 0 0 0 0 0 0 0 4A1 -2ow 0.470 e 34.31 55.66 0 0 0 0 15 0 503 816 4B 1-2fw 0.450 e 32.85 62.81 0 0 0 0 0 0' 0 0 1551 8 0,088 a 0.00 0.00 0 0 0 0 0 0 0 0 4A 1-2ow? 0.470 a 0.00: 0100 0 0 0 0 0 0 0 0 12F -Osw 0.065 se 0,00 0,00 0 0 0 0 0 0 0 0 4A 1 -2caw 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 12F 0,066 s 4.74 1,10 98 74 349 81 0 0 0 0 1 0,490 a 36.77 16.00 24 0 658 384 0 0 0 0 4AI 0.470 a 0,00 0,00 0 0 0 0 0 0 0 0' 461 -2w 0.460 s 0100 (X00 0 0 0 0 0 O 0 0 W 1501 c «8 0.088 s 0.00 0,00 0 O 0 0 0 0 0 0 12F 0,065 sw 4,74: 1.10 0 0 0 0 0 0 O 0 4A1 0.4'70 w 34.31 4'7.96 0 0 0 0 _ 0 0 0 0 ' 12F - 9sw 0,065 w 4.'74 1.10 63 63 297 68 0 0 0 0 10C -w 0.580 W 0.00 0.00 0 0 0 0 0 0 0 0 1017 -w 0.4990 w 0.00 0.00 0 0 0 0 0 0 0 0 4A1.2v 0.470 w 34.33 55:66 0 0 0 0 0 0 0 0 48 1 -2fw 0.450 w 0.00 0.00 0 0 0 0 0 0 0 0 W 1651 O. w OM 0 100 0 0 0 0 0 0 0 0'' 12F -0sw 0.065 rwe 4.74 9.10 0 0 0 0 0 O 0_ 0 9OD - 0.490 rev 0.00 0.00 0 0 0 0 0 0 0 0 4AI-2ow 0.470 rsv 34.31 39.86 0 0 0 0 0 0 0 0 P 1 Osw U66 0,00 0100 0 0 0 0 0 0 0 0 16B•3 OM6 - 1,90 9.34 61 69 116 82 0 0 0 0 C 8A- (L029 Z12 - 0.68 0 _ 0 0 0 0 0 0 0 F 24P- Oa135 OM 0.00 0 0 0 0 0 0 0 0 F 0:035 0.00 0100 0 O 0 0 0 0 0 0 F 21A -32t 0.020 OM 0,00 0 0 0 0 0 0 0 0 F -tpm 11980 - ft14 0100 62 16 13+8 0 161 10 851 0 6 c) AEp excursion -22 -63 Envelope loss/gain 2998 593 2507 1019 12 a) Infiltration 509 69 818 911 ts) R oom ventilation 0 0 0 0 13 Internal gains: Occupants C 230 0 0 0 0 Applianceslather 0 0 Subtotal itnes 6 to 13) 35M 662 3325 1130 Less external load 0 0 0 0 Less transfer 0 O 0 0 Redistribution 0 O 0 0 14 5 ubtot 3506 662 3325 1139 1S Duct toads 1 -0% 0% 0 0 -09fi 0% 0 0 Total room load 3506 662 3325 1130 Air required (cf ) 88 28 84 46 vvri Uponor System Design Software 2012-Oct-22 17:42:42 F . M +. Page 38 - Residence, 3430 Simms, Wheat Rid Right-J@ Worksheet Job: Frelmuth Residence, 3430 $1 11 UpperlMain Syst Date: Sep 26, 2012 En"t, ConsuRmq uc By: Enser Consufting, LLC 00 , 1 3, 725-8836 I Room name Morning Room Pantry 2 Exposed wall 20.8 ft 0 It 3 R herght Mo ft heat/cod 10,0 ft lcod 4 Room sum suns 20,8 x 14,0 It 1,0 x 71.8 ft 5 Room area M5 W 71.8 €t$ Construction U-value Or HT M Area (W) Load Area (ftr) Load number (Btuhlft -'F) (Bt t.) or pimmeter (ft) (Bt or perimeter (ft) (Btub) F Heat Cod Gmss N/P/S Heat Cod Gross NIP/ S Heat cod 6 12F -%w 0,0$5 n 434 1,10 a 0 0 0 0 0 0 a 4A, 1-2ow (1,470 n 0.00 M00 0 0 0 0 0 0 0 0 IBB15-OWC-8 0,088 n OM 0.00 0 0 0 a 0 0 0 0 12F.Osw 0,065 roe U0 oo() 0 0 0 0 0 0 0 0 1 IOD-w 0,490 no 0.00 0,00 0 0 0 0 0 a 0 0 12F-Osw 0,065 a 4,74 1,10 208 120 571 132 0 0 0 0 1 0.490 e 0,00 0,00 0 0 0 0 0 0 0 0 100-W 0.490 e 3577 28,01 24 0 858 672 0 0 0 0 441-2ow 0.470 a 34.31 5&66 39 0 1342 2177 0 0 0 0 481-2fw 0.450 a 32,85 62,81 24 0 788 1507 0 a 0 0 t--r. 1581 0.088 a 0.00 0,00 0 0 0 0 0 0 0 0 4AI-2ow 0,470 a OM MOD 0 0 0 0 0 0 0 0 tG 12F-Osw 0 065 $a 0,00 U0 0 0 0 0 0 0 0 0 4A1 -tow 0,470 se OM OM 0 0 0 0 0 0 0 0 12F-OSW 0,065 s 4.74 110 0 0 0 0 0 0 0 0 1 0,490 s 36.77 16,00 0 0 0 0 0 0 0 0 4AI-2ow 0.470 s 0,00 0,00 0 0 0 0 0 a 0 0 481-2fw 0,450 a 0100 MOO 0 0 0 0 0 0 0 0 W 158I5 -Owc-8 0.088 s 0,00 0,00 0 0 0 0 0 0 0 0 12F U65 sw 4,74 110 0 0 0 0 0 0 0 0 t—G 4A 1-2ow 0.470 sw 34.31 47.95 0 0 0 0 0 0 0 0 12F-Osw 0.065 w 4.74 1,10 0 0 0 0 0 0 0 0 1 0CIw OMO W OM OM 0 0 0 0 0 0 0 0 IDD-w 0A90 w 0.00 0,00 0 0 0 0 0 a 0 0 4A 1-2ow 0,470 w 34.31 55.66 0 0 0 0 0 0 0 0 48 1-2fw 0,450 w 0.00 OM 0 0 0 0 0 0 0 0 W 3581 0.088 W 0.00 0,00 0 0 0 0 0 0 0 0 12F-0sw 0,065 nw 4.74 110 0 0 0 0 0 0 0 0 IOD-w 0,490 nw 0,00 OM 0 0 0 0 0 0 0 0 4A 1-2ow 0.470 rw 34,31 39,86 0 0 0 0 0 0 0 0 P 12F-ftw 0.065 - 0100 0100 0 0 0 0 0 0 0 0 C 168-3W 0,026 - IM 1,34 0 0 0 a 0 0 0 0 C I&A-38ad 0,029 - 2.12 0,68 0 0 0 0 0 0 0 0 F 2OP-301 0,035 - OM 0.00 0 0 0 0 0 0 0 0 F 2OP-30t 0,036 - OM 0,00 0 0 0 0 0 0 0 0 F 21A-32t OMD - 0,00 U0 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 86,14 0,00 212 16 1305 0 0 0 0 0 6 c) AED excursion -216 0 Env4ope loss/gain 4865 4273 0 0 12 a) Infiltration 660 9D 0 0 ) oont ventilation 0 0 0 0 13 IntemW gains: Occupants @ 230 1 230 0 Applianceslother 600 _0 Subtotal Oines 6 to 13) 5525 5192 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 14 Subtotal 5525 5192 0 0 15 13 uct I S 1 0% 0% 0 0 _0% 0 0 0 Told room load 5525 5192 0 Air required (cfm) 139 2191 1_2 Calculations, app by ACCA to meet all r�quirements.of Manual J 8th Ed loved, �4" _44- wrights"ft- 2012-00-22 17A242 Uponor System Design Software 12,0,13 RSU06034 Page 39 Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc=MJ8 FrontDoorfaces: Right Worksheet Job. Freimuth Residence, 3434 S6... Rate Sep 26, 2413 ease. co' � mq LLC f 1'l� r il9 5 y; Enser Consulting, LLC r(303 775 -r,836 1 Room name Room Off Kitchen Upper Hall 2 Exposed wall 16.3 ft 0 ft 3 Room light -22 10.6 ft heat /ccd 12 „8 ft heat/cod 4 Room dimensions 3975 1.0 x 260.0 ft 1.0 x 224.9 ft 5 Room area 280.4 ft' 224.5 ft' 140 Ty Const ion -value Or H TM Area (ft'} Load A (ft') Load 0 numb (Rtuhlft? -"F) (Btuwft') or perimeter (ft) (Rtuh) or perimeter (ft) {Bath} 0 0 13 H Cool Gross N1RIS H Coc1 Gross NtPiS Heat Cock M M! t , .; s M t t , e et t t y r N♦ t t. «t rt ti t t, .t t .t t t« t to t t t i i t it H 61 c) ACD excurs -100 -22 Envelope loss/gain 3975 4302 501 140 12 a) Infiltration 517 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gins. Occupants @ 230 0 0 0 0 Applianctcther 0 0 aulra! {lines 6 to 93} 4491 4402 501 140 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4491 4402 501 140 15 Duct l -0`Y* 0 °!n 0 0 9S 47% 194 ' 66 Taal l 4499 2 695 205 Air requ (dm) 113 186 _L_J__ 18 9 r ' Uponor System Design Software 12,0.13 RSU06034 Page 40 Residence, 3430 Simms, Wheat Ridge, CO � main off basementsup Cale-MJ8 FrontDoorfaces: Right-J@ Worksheet Job: Freimuth Resildente, 3430 Sl UpperlMain Syst Date: Sep 26, 2012 Ens'" Comking, LLC By: Enser Consulting, LLC 001 725-8836 I R Room name U Upper Laundry W Wet Bar 2 E Exposed wall 0 0 ft 0 0 ft 3 R Room height I I2.8 ft heaticoot 1 10,0 ft heaticad 4 R Room dimensions 1 1,0 x 61.3 ft 1 1,0 x 211.3 ft 5 R Room area 6 61.3 ft' 2 211.3 W Ty C Construdion U U-value O Or H HTM A Area (ft') L Load A Area (W) L Load number ( (Btuhlftk'F) ( (Btuh/ft') o or perimeter (ft) ( (Btuh) o or pen ex (ft) ( (Btuh) H. T T aal I I MILM MIM • mm� 19 EEM I . . 6 c) AED excursion -61 Envelope lossigain 139 39 80 49 12 a) infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 43) 139 39 80 491 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtrital 139 39 80 49 15 Duct i s 1 39% 47% 54 18 _01/0 0% 0 0 Total room load 193 =57 80 49 Air required (cfm) 5 2 1 2 2 Calculat i!Mroved • ACCA to meet all r22uirements of Manual J 8th Ed, wrightsoft 2GI2-Oct-22 17:42:42 Uponor System Design Software 12.0,13 RSU06034 Page 41 _.Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc-MJ8 Frontl)oorfaces� Calculat i!Mroved • ACCA to meet all r22uirements of Manual J 8th Ed, wrightsoft 2GI2-Oct-22 17:42:42 Uponor System Design Software 12.0,13 RSU06034 Page 41 _.Residence, 3430 Simms, Wheat Ridge, CO - main off basement.rup Calc-MJ8 Frontl)oorfaces� INNOVATIVE INC. STRUCTURAL SERVICES 13719 W Amherst Way, Lakewood CO 80228 Phone: (303) 359-4678 Fax: (303) 948-1949 March 13, 2013 MMAMMI To All Concerned: This letter is to provide a response to the issues outlined in the finding of the plan review conducted by the City of Wheat Ridge regarding drawing number 2012-063, 2. The three scissor trusses in the south living room are adequate to support the hanging barrel ceiling fa�ade, which is estimated to weight approximately 10 psf in additional deadload. 3. The exterior stone fagade and columns are to be constructed of foam that is not structural in nature and is intended to hang from the exterior wall that is supported by the frost depth structural foundation, I have attached the installers specifications and installation instructions for this material on the following pages. Darren Dowell P.E. President Page 1 of 2 NNOVAT'1VE 1NC STRUCTURAL SERVICE 13719 W Amherst Way, Lakewood CO 80228 Phone: (303) 359-4678 Fax: (303) 948-1949 Step I Determine the quantity of stone you will need, NOM to find the total square feet of veneer stone you will need, multiply the length of the area by the height, Then subtract the square footage of any window and door openings and corner pieces, It is always best to increase your estimate by 5 to 10 percent to allow for cutting and trimming. Step 2 Attain two ligW if it ijast Grade D watemroof buddin aoer, Bathrooms and hiah moister areas a rubber membrane should I UV w6t:u. v�>m9g4wdm4eu qldms Ul tsk d wlw3wu Idw"un uVef mrwdu Z�invdlnknq extw1um4, I's uluneti Step 3 Install a galvanized,2,5 lb self-furring, expanded metal lath over the entire surface also extending 16 inches around all corners, The lath should over4ap by I" on the horizontal seams and 2" on the vertical seams, NOTE: galvanized nails or staples should be used every 6 inches both verb caily and horizontally and should penetrate the studs a minimum of I inch, Step 4 Spread out the veneer stone on the ground in order to layout your stone pattern, NOTE: if you need to trim a stone to fit your pattern, use a mason's harnmer or a wide-mouth nipper to reshape the edges of the stone Page 2 of 3 STRUCTURAL SERVICES 13719 W. Amherst Lakewood CO 80228 Phone: (303) 359-4678 Fax: (303) 948-1949 Step 6 Apply 162 inch of mortar to a 5 square foot area using a square trowel. Press the mortar fi rrnly into the lath. Stop 7 Scratch or score the surface in a horizontal direction using a steel bristle brush or metal rake. Continue applying the scratch coat until the work area is completed. Allow the mortar to set hard. Stop 8 Dampen the back of each stone and apply about 1/2 inch of mortar to the entire back of the stone. Stop 9 Press the stone fi rmly against the scratch coat, rotating the stone slightly into position until mortar squeezes out. Then screw the brick ties that are cast in to the piece to hold in place while mortar dries. Stop 10 Work from the base of the wall, positioning each stone so that the joints are no wider than about a 112 inch and keep the joint width consistent throughout the wall. TIP: try to avoid smearing excess mortar on the stone, Remove excess mortar by allowing it to dry and brushing away with a whisk brush.. A wet sponge or brush should never be used to remove the excess mortar because it will cause staining that will be difficult to remove. Page 3 of 3 13719 W. Amherst Way, Lakewood CO 80228 Phone: (303) 359-4678 Fax: (303) 948-1949 February 28, 2013 1 1 . naazm�� �MXIMMMMIUM MIMNIMEM -I To All Concerned: This letter is to provide a response to the issues outlined in the finding of the plan review conducted by the City of Wheat Ridge regarding drawing number 2012-063. The interior stone facade and column are constructed of foam that is not structural in nature and does not require caisson support. # The exterior stone fagade is also constructed of foam that is not structural in nature. The north entry shallow foundation appears to be constructed with good construction technique in accordance with the design intent of the project, documents. NM= Darren Dowell P.E. President Page 1 of 1 � I e V City of --;� Whea - tP,id c,,) ,�ge COMMUN i Ty D EVE LOPMENT City of Wheat Ridge Municipal Building 7500 W, 29''' Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2855 F: 303,237,8929 Re: 3430 Simms Street Mr. Basso, The Building Division in the process of reviewing the plans submitted for the completion of the interior and addition, including structural plans, at 3430 Simms Street. Submission of the following infon is required to continue the review: Upon receipt of this information, the plan review may be recommenced. If you have any questions regarding the requested information, please do not hesitate to contact me, wwwxi.wheatridgexoms ru COPY M V X {'t�MMTJI�tI D Lt PM N s C odified d City of Wheat Ridge Municipal Building 7500 W. 29" Ave. ru eat Ridge, t t S� Return s§pt � � ark � iEndorsement Required) Restricted DoWery Fee 3/12.113 (EndorssrnentRequired) Total Postage & Fees $ Attn: Mike 1 go re � F- K ,? 10 W � µ m� � . °� } y 5 S. Zenobia Street a+"ff X � �� � ' t _ #. Denver, CO 021 -1732 m d+ . t . YfA ;4 �Pd}; uA�� d�''k� ' ? � j J� � *,' „r 0. qtr" Re. 3430 Simms Street - March 11, 2013 walk - through inspection Mr. Maguire, www.ci.wheatrtd e.co s I i I 11110601101111111191 # M 1 111 i N XNERIVII COCOA :llll�ll ''111 1 111 conditions. 7. On page A4, Floor Plan — Area 5 of the plans currently under review, the doors and balcony depicted on the drawings in the Health Center do not accurately reflect the window currently installed. Please revise the drawings to accurately reflect the existing conditions. 8. On page A4, Floor Plan — Area 5 of the plans currently under review, the depicted bathroom wall and fixture c&tkp%1i6VY--K the W.I.C. depicted does not match the currently installed configuration, Please revise the drawings to accurately reflect the existing conditions. 9. Please revise all drawings as required to address, correct and/or include all noted items and assemble three complete, revised plan sets for resubmission to and review by the Building Division. 7500 W 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2853 Fax: 303-235-8929 www.ci.wheaW—d&e—.co,us FirstBank 44th & Wadsworth 4350 Wadsworth Blvd, Wheat Ridge CO 80033 For questions please call (303) 274-5000 CITY OF WHEAT RIDGE 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 The item deposited to or negotiated against the account below has been returned unpaid for the reason listed. The amount of this item has been deducted from your account balance. 03-07-2013 Account Number: xxxxxx0003 Amount Return Reason I5,47C52 SIGNATURE UNAUTHORIZED 1 D 4 tv 41 ' ay Pa , 1 �P- S OAD VII J" 4t** 10 200 6 3 2 61's 2 1800 1001 "000IS104S2.1' Feb, 6, 2013 4:33PM RD SIMMERMON & CO INC No,2103 § 2 R. D. Simmermon & comgany In . Denver, Colorado 80218 gmMm=n*gwestqfficg,Ogt www.simmermon.net IBM ## # it mead architects p.c. 11/10/10 R D Simmennon & Co 825 E. Speer Denver, Co 80218 PROJECT: 3430 Simms St Wheatridge, Co Dear Mr.Simmermon, a W- 303-674-3246 HVS Engineering, Inc. 6 RE: Certification of the existing foundation, foundation drain and damp proofing for the partially constructed home at 3430 Simms Street, Wheal Ridge, Jefferson County, CO Job # 10-2148 This home was constructed without proper oversight and incremental approval. The City of Wheat Ridge requires an independent certification of the foundation. The main section of the home was constructed with a basement that was inset from the exterior walls. A concrete stab with radiant heat was installed around the basement walls at the main floor level. The stab has settled. This certification does not address this area of the home. Two porches remain to be re-constructed following the excavation procedures. We are available to provide the foundation design for thes structures. - 1 The damp proofing was observed • the front entry area and appeare" to have been adequately applied. • Sincerely, available, we reserve the right to determine the imizact- if an,*� new- W—fortnation on our v cginions and conclusions, and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. m WM • • • • • • • E E E • • dW fA • mommoommmommom IRMO mommoommmommom 0 • M - 7 • mmmmmmmmmmmmmi moo fflooffloffl `gym mom c 4 E , • • • moo fflooffloffl `gym mom c 4 E , • • • m • wl • so M. 11 MMMOMMMMMMMMME illlli I.... IM. I MMMOMMMMMMMMME illlli ■ N 0 rten amm mmm mmmmom fY tt amm mmm mmmmom m • 1 1�2 E E E g 0 • ce • z M-�- I 1 I I ammammamommmml E E E U5 ii ii Jim MR mommammammamal mamommommmmmml q Mil ii ii • • mmmmmommmomp MMMOMMMMMMME mmmmmmmmmmmil m I m November 16, 2010 HVS Engineering, Inc. 9201 West Tennessee Avenue Lakewood, CO 80226 i n01� RE: Certification of the existing foundation, foundation drain and damp proofing for the partially constructed home at 3430 Simms Street, Wheat Ridge, Jefferson County, CO Job # 10 -2148 Mr. Hollender, This home was constructed without proper oversight and incremental approval. The City of Wheat Ridge requires an independent certification of the foundation. The foundation walls and footings were excavated to determine that they were not constructed to the design specifications of the approved plans. The foundation was stabilized with 110 helical piers attached with either underpinning brackets or standard attachments. Please reference the attached pier log and map. The concrete elements of the foundation have been stabilized. The main section of the home was constructed with a basement that Was inset from the exterior walls. A concrete slab with radiant heat was installed around the basement walls at the main floor level. The slab has settled. This certification does not address this area of the home. Two porches remain to be re- constructed following the excavation procedures. We are available to provide the foundation design for these structures. The damp proofing was observed at the front entry area and appeared to have been adequately applied. 7214th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)- 857 -9280 • FAX: (303)- 857 -9238 The foundation drain has been pumping on a regular basis. A new manhole has been installed to allow additional space to install a secondary pump and alarm system as a backup to the first pump. This should provide adequate protection for the basement area. Annual maintenance and inspection of the pump(s) and alarm are required. The owner should be notified that an emergency generator should be installed to insure continuous operation of the pump during power outages. Please call if you have any questions. Sincerely, Todd M. SchroedeOE Attachments: Pier logs (8), Pier location maps (2) This report was prepared for the exclusive use of our client and is not intended for any other purpose. Our report is based on the information made available to us at this time. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions and conclusions, and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. 0 ° vfi 3 T o - -� ON rc L0 d v l v a 0 Y M NI— , su 1 5 f i m � � »J �� <{ �� � %>® m � � 0 0 CD N CD Q C Q T N . 0 . . 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A y n N oon � o-+ W �C O z �I 3 y cn 0 A 3 y U Q � (D J n v_ o z io m F o d O W CD N 0 c0 (D 0 V Q 0 Cn 0 A 0 W 0 N A S W C W Q A A A T A N A W o O in `G � O Cn O N N O O Ut N N O O CD O O O 0 O O O fP tP (T (T N N 0 A O A A A O O O O A W N O 0 c0 0 W 0 V 0 O 0 Cn 0 A 0 W 0 N A A W A W W A A A A A A A W W 01 O U1 � O Cn U� N N O O Ut Ut N O O O O O O O O O O fP tP (T (T m N A A A A A A A O O O O O O O O O O O O O O O O O O O O O O O O O O C N N N N N f0 J OJ Q J W Q J OJ Q J Ca Q J CO Q J CO Q J CO Q v J m J v J v J v J v J m d m 9l m 9] m N m N m 9l m 9l w pJ p) w m Q Q Q Q Q Q J J J J J J J O o O o 0 0 O 'Q O 'p O 'p O 3 m 3 m o 3 m o 3 m 0 3 0 3 0 3 m 0 3 m 0 3 m 0 3 m 0 3 0 3 0 3 m N N (D ID N 91 (D N tD N (D N N N (U ID N N (O N fD N (D N t0 N Q a Q Q o a o a o Q o a o Q o Q o Q o Q o Q W S W W W A N N N O N N N O N N N W W W W N N N N N N N N N O O O O W W V V V V O) W D1 G r r O n x�0 a n o-+ W n �C O 3 'O (D O O Ctl G1 y N , r z � 7 Nom- o 3 � y m cn 3 0 o N J Q (D J_ d Z (D / � I A4 / -7 No one available for inspection: Time ,2 ; Yo AM /tM� Re- Inspection required: Yes No *When.corrections have been made, call for re- inspection at 303- 2345933 Date: Inspector: DO NOT REMOVE THIS NOTICE X 11 # r CITY OF WHEAT RIDGE � - - Building Inspection Division §?�� (303) 234 -5933 Inspection line (303) 235 -2855 Office' (303) 237 -8929 Fax ° INSPECTION NOTICE Inspection Type fU -sera Job Address r Permit Number 11,91V? y 11.Ps ° � ° v..a- `tfTaso' ;a P �" g 5 v No one available for inspection: Time ,2 ; Yo AM /tM� Re- Inspection required: Yes No *When.corrections have been made, call for re- inspection at 303- 2345933 Date: Inspector: DO NOT REMOVE THIS NOTICE � - - f "rte §?�� s'�i�s 3 �� �✓�'�f ° Ft sr 9 a; ' l.,+a�. dI''7.df9 �✓.�wrt. ✓-� ��,c ?�1���sC- .e'— r.�de�� No one available for inspection: Time ,2 ; Yo AM /tM� Re- Inspection required: Yes No *When.corrections have been made, call for re- inspection at 303- 2345933 Date: Inspector: DO NOT REMOVE THIS NOTICE abouublank I have Examined the Structural Welding work on the Bridge area of 3430 Simms street and belie all the welding was performed adequately Kirk Woodwar K &K Custom Fabrication and Welding Inc. 3497 S. Zuni St. Sheridan, CO 80110 Phone: 303- 789 -3082 Fax: 303-789-3340 1 of 1 8/5/20117:54 AM IQ] Re: 6- PK343O PATRICK / KOENTGES / 3430 SEAMS ST MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676 -1900 Fax 916/676 -1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by High Plateau Truss. Pages or sheets covered by this seal: R33009085 thru 833009085 My license renewal date for the state of Colorado is June 30, 2012. Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party lumber design values. -� April 26,2011 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI 1. Job Truss Truss Type Qty Ply PATRICK I KOENTGES /3430 SIMMS ST 6- PK3430 GO60 ROOFTRUSS 1 LOADING (Pat) 7777 Greenback Lane, Suite 109 citrus Heights, CA, 95510 Job Reference t' I7 .[JU b ll le CU IU lvin SK mausmes, inc. me Apr zo lv4tl:, sun i 411 -14 533 5x6 = Scale = 167.9 12.00 12 11 95 12 I Plate Uri (X ,Y : 13'0 -4-0 0-4-8) 15'0 -4 -0 o-d -81 199 -6 -0 0 -c01 AsUl NG -lcert, dcsignpmmric{m artdRPdD NOES GM MIS AlEJ INCLUDED DEiERRisTPRPdlCE PAGE Mi. T473 rev. 16'08 ESeORE USE. Design valid for use only with Mlok connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design coramenters and proper incorporation of component is respomibility of building designer- not truss designee Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction B the responsibility of the MiTek" rector. Additional permanent bracing of the overall structare is the responsibility of the building designer. For general guidance regarding .o. n LOADING (Pat) 7777 Greenback Lane, Suite 109 citrus Heights, CA, 95510 TCLL SPACING 2 -0-0 CSI DEFL in (lac) I /dell L/d PLATES GRIP (Roof Snow =330) Plates increase 1.15 TC 0.11 Vert(LL) -0.02 9 >999 240 MT20 169/123 TCDL 20.0 Lumber Increase 1.15 BC 0.09 Vert(TL) -0.04 8 -9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(FL) 0.02 6 1 n/a BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight: 336 lb. FT =O% LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -c0 oc purlins. BOT CHORD 2 X 8 DF 1950E 1.7E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 WW Stud `Except' 4 -9: 2 X 8 DF 195OF 1.7E WEDGE Left: 2 X 4 WW Stud, Right: 2 X 4 WW Stud REACTIONS (Ib /size) 2= 2327/0 -5 -8 (min. G-1-8),6--2324/0-5-8 (min. 0 -1 -8) Max Hom 2= 327(LC 6) Max Uplift 2=- 317(LC 7), 6=- 317(LC 8) Max Grav 2= 2864(LC 2), 6=2861 (LC 3) FORCES (Its)- Max. Comp./ Max. Ten. -All forces 250 (1b) or less except when shown. TOP CHORD 2- 3=- 33501368, 3 4=- 2801/431, 4 -5= 2798/430, 5 -0= 3350/366 BOT CHORD 2- 10=- 26512065, 9-10 =- 265/2065, 8 -9= 159/2069, 6 -8 =- 159/2069 WEBS 35= 403/195, 4-9 =- 1641543, 5-9= 4071197 NOTES 1) 2 -ply truss to be connected togetherwith 10d (0.148'X3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -3-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc, 2 X 8 - 2 rows at 0 -9-0 Go. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind: ASCE 7 -98; 1001 TCDL= 4.Spsf; BCDL= 4.5psf; h =25ft; Cal 11; Exp C; enclosed; MWFRS (low -rise) interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 4) TCLL ASCE 7 -98; Pf =30.0 psf (Flat roof snow); Exp C; Fully Exp. 5) Unbalanced snow loads have been considered for this design. 5x8 II 10 9 a 5.8 II 3x5 11 8,12 = 3x5 11 5 -32 10 -2 -12 15 -2 -10 20-8-0 GENERAL REPAIR NOTES: 5-3-2 < -n -m 4-11 -14 53-8 -THIS REPAIR IS FOR MODIFYING THE TRUSS PROFILE AS SHOWN. 1- ATTACH A PRE - FABRICATED SECTION TO BOTH FACES AS SHOWN (SHADED AREA) USING THE SAME GRADE AND SIZE LUMBER AND THE SAME SIZE PLATES AS THE SECTION ON PAGE 2, WITH 10d NAILS (0.148 X 3.0") 2 ROWS ALONG 2x4 AND 3 ROWS ALONG 2x6 AND 2x8 SPACED @ 6" O.C. FOR ALL OVERLAPING CHORDS AND WEBS. 2- ATTACH TOP AND BOTTOM CHORDS WITH 1/2 "ASTM (A -307) BOLTS AND WASHERS 1 ROW SPACED AT 24" O.C. 4 April 26,2011 AsUl NG -lcert, dcsignpmmric{m artdRPdD NOES GM MIS AlEJ INCLUDED DEiERRisTPRPdlCE PAGE Mi. T473 rev. 16'08 ESeORE USE. Design valid for use only with Mlok connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design coramenters and proper incorporation of component is respomibility of building designer- not truss designee Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction B the responsibility of the MiTek" rector. Additional permanent bracing of the overall structare is the responsibility of the building designer. For general guidance regarding .o. n fabncstion. quality cannot storage . delivery. erection and braain9 consult ANSI /TPII Quality Crltetla,DSB -89 and BCSI Bantling Component Safety Informalian available from Truss Plate Institute. 281 N. Lee Sfreet Suite 312. Alexandria, VA 22314. 7777 Greenback Lane, Suite 109 citrus Heights, CA, 95510 5x8 II 10 9 a 5.8 II 3x5 11 8,12 = 3x5 11 5 -32 10 -2 -12 15 -2 -10 20-8-0 GENERAL REPAIR NOTES: 5-3-2 < -n -m 4-11 -14 53-8 -THIS REPAIR IS FOR MODIFYING THE TRUSS PROFILE AS SHOWN. 1- ATTACH A PRE - FABRICATED SECTION TO BOTH FACES AS SHOWN (SHADED AREA) USING THE SAME GRADE AND SIZE LUMBER AND THE SAME SIZE PLATES AS THE SECTION ON PAGE 2, WITH 10d NAILS (0.148 X 3.0") 2 ROWS ALONG 2x4 AND 3 ROWS ALONG 2x6 AND 2x8 SPACED @ 6" O.C. FOR ALL OVERLAPING CHORDS AND WEBS. 2- ATTACH TOP AND BOTTOM CHORDS WITH 1/2 "ASTM (A -307) BOLTS AND WASHERS 1 ROW SPACED AT 24" O.C. 4 April 26,2011 Job Truss Truss Type Qty Ply PATRICK I KOENTGES /3430 SIMMS ST 6- PK3430 G0(50 ROOFTRUSS 1 ^ L J F ( ...y. o.ca.. rvoo,nn.., vuiuci i, r.v ovrw /. zJuSNovluzUlVMIIeKInOunnes,Inc. Iue Apr2b1U:S`J212U11 ragez ID. JIAIY2gBLAU13jhYbxa_ fCz07HC- mvH7kK75z5bW. v6V3RNBwOveYwa8QMTITAkOzpbzMrOq NOTES 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 limes flat roof load of 30.0 psf on overhangs non-concu grant with other live loads. 7) This Buss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 to uplift at joint 2 and 3171b uplift at joint 6. 9) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 10) Hangers) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 26671b down and 297 lb up at 10 -2 -12 on top chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S). Standard 1) Snow: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pit) Vert: 1 -4 =- 100,4 -7=- 100,2 -6 = -20 Concentrated Loads (Ib) Vert: 4= 2000(F) -1 -0-0 5 -3 -2 10 -2 -12 15 -2 -10 208 -0 218- 8- 5 -3 -2 4 -11 -10 4 -11 -14 5-3 -6 -0 -1 12.00 12 5x6 = 4 Scale =1 69 3 7x0 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 8 DF 1950F 17E WEBS 2 X 4 WW Stud 'Except' 4 -9: 2 X 8 DF 1960F 1.7E, 5-8: 2 X 4 SPF 1650F 1.5E PRE - FABRICATED SECTION APPLIED TO BOTH FACES. tI A WdNNfNG Van061ev49srlpovgaaoi rsand FBADNO}RS ONTNISdAro fNCLU888 dIISSKREFPdtBNCB PdGBNf(T4Td rw. IO'88 BBFORE US& ��, Design valid for use only with Mlrek connectors. This design b based only upon parameters shown, and m for on individual bu ➢ding component. Applicability of design poramenters and proper incarceration of component is resporvibilry of bulding designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure sholary during construction is the respel lliN of the WOW attar. Additional permanent bracing of the overall structure Is the responsibility of the building designee For general guidance regarding fabncation, quality central storage, delivery, erection and bracing, alt ANSI /TPI1 Ouallly GRe4a, 058 n 89 antl SCSI Bunding Component 7777 Greback Lane, Suite 109 Safety Information available from Truss Plate InstiN1e. 281 N. Lee Street Suite 312, Alexandra, VA 22314. CSms Heights, CA, 95610 lU y 5x6 J 3 s II 5 -6-0 ex z = 6.60 12 4x10 /j M n m m A vA mv ~ D -1 ^i N C 0 .. y In \ \ \Vr \r N N 0 ET � a m 0 0 n r O�.c '� 00 0 D c0 ew y % = = (D n zu D Oa oa O � C o' Cpc n 3 Oho. 3of.5 aN' °9 Qao - ono0O D o°aoQ�co moon oa3� D �o� c 0a3 ooN aa�--rn v s m o g a H 5 5 o oao o 0ancD N ° o - N� o � mn� 4 �ms Z a ocm m a m 3 '°^ "'m 3 �o 3 m z o o ooh Q o.Q'n. S �o. °, ti o o nom°g D gym �° m3 ° 0 m a- 3 " °o 0 0 ' p O G52 Ran g -M 0 ti O(D ° 3 6as0 O � o' 500 `o �, o�� m N S 0T_.a z O °O n7 „ QONN 5 ��3 r' 3 �O SN.3. c (D Oa 00 O (D G N O O .3N G °gyp O a- 3 113: 0 s 0 ° 3 <o m Z0 TOP CHORD AaA n O - 30 Z °' cla - -: �m, c Aa "oa �^ m W Z W rtl -° . m A Nom. A 0 A �O G1 n Ny A A O•U°` Hm NZ O W 0 P P W N T Ol A 0 m _O = u O n A n N O V W2-7 O m m N T T S m - z O N Z 3 AO O. A Y ® n W U O O Zc T 4 O rn c _ J ' N n m m ON 0 ® > 0 > A Q O V 3 mo NX w V W3 G O °o, 0 TOP CHORD oN - amc 5 oo n 9g 59 nNn sc 3c 30 00m n ga Rz 63F as O m m ' o °— ' ' N o n -° n. a o 6 ° 3 F. m o ° ° R 3 0 a x < n. -' ? r° (p v_N ao m31° o on a °`o cq aac ma o - = a �5 d° o ° 0 3 ��n ox f°.o „6 gQ (O 0 F n.° o �m a c o o 3a .mom a Qom. gm 'm0 �°° a s 'o Ra oc ms 3m ooR `° m mm a a 6n m' ° —a o,q 6 0 m 9 � < o O a N 6 3 .S. °2' 32 mo R s °as R m Z � cV ? ° off Qoo a �, �. l°n as c° .n mo �^ = v o ,mac >>. °s 6m 0, °-.. 'o S m °. CD �c c 00 R 'm °, ao9. 3 P _ ° nm m "s ° o'c o`° Q j6 P a Aa °a3 " �'� o o — � mg o ao mo� mN °'3 of so �n `° �?.� 9� �o as o� po m„ 9 :. 'o? ma m °' £m D o° ” °R" o$ 6�0` �o QO C o mm f°a o' o(n a 6 'c \ —'ac ° °, o a ° $ „n. a Sm Do ?� <o o >o vFu a s�° <m n �° o 3 R< .° a n c °� c o, °� so z� —Qg 6s ` � O —a � O bd ° Ds ma m m o g� 6 = a 30 mo R °— n° �'o_ J �o ° oa of ~ 6m 6 m C Ala d n" �o ° ° oo am a c° m a q m' a a ma a c ° n o ... =o on 0 Fo- _� o a �^ m �F nR s s < —'? 3 . — m �3 °a as n ° 5 a n 2 m „R m CD F of jn 0 o o. m a ° = on — s 3.3 moo s Rd Sa m a 5 0 a a o _.s 6� m a < 3„ n O a s� — 9 N Re: 11 -113 R D Simmermon - Wheat Ridge MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676 -1900 Fax 9161676 -1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by High Plateau Truss. Pages or sheets covered by this seal: 833144892 thm R33144893 My license renewal date for the state of Colorado is June 30, 2012. Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party lumber design values. fi May 24,2011 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Job Truss Truss Type Qty Ply R Simmermon - Meat Ridge TCL DING R33144892 11 -113 T08R ROOFTRUSS 1 rB L/d PLATES GRIP (Roof Snow =30.0) Plates Increase G JbRf ( may 11 zm r MU ex inausmes, me. i do mey zr ra:w:ac Zan Pagel ID: slLnJmLLFOgtzmhV_ 2c Herz07Zv- WOy9lWtJLCGhDThoGhbY7YRJQ XQ6drERQM _TJBgzDF4X 13 -3 -0 5 -1 -12 11 -1 -0 2 -2- 18 - - 24 -0 - 51 -12 5 -11-0 -1 -g 5 -11 -4 51 -12 1 -1 -o 7x8 = Scale = 1:74.1 7x8 - 4 5 6 3.5 // 81 3x5 \\ 9 14 4.10 4x10 i (Ps30.0 TCL DING SPACING 2 -0 -0 CSI DEFL in (loo) Well L/d PLATES GRIP (Roof Snow =30.0) Plates Increase 1.15 TC 0.71 Vert(LL) -0.24 11 -12 >999 240 MT20 169/123 TCDL 20.0 Lumber Increase 1.15 BC 0.76 Vert( I-) -0.51 71 -12 >567 180 BCLL 0.0 Rep Shess Incr NO WB O.Sfi Hom(TL) 0.84 9 n/a n/a Rrrr Inn Code IRC2003/TPI2002 (Matrix) Weight: 258 lb FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E 'Except' TOP CHORD Structural wood sheathing directly applied or 4-7 -12 oc pur ins, 4 -6: 2 X 6 SPF 165OF 1.5E except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 WW Stud 'Except* 4- 11.6 -11,2- 14.7 -9: 2 X 4 SPF 165OF 1.5E 1- 14.8 -9: 2 X 6 SPF 165OF 1.5E REACTIONS (lb /size) 14= 233310 -5 -8 (min. 0 -1- 11),9= 2332/05 -8 (min. 0 -1 -11) Max Harz 14= 378(LC 6) Max Uplift 14=-261 (LC 7), 9=-261 (LC 8) Max.Grav 14= 2863(LC 2), 9= 2863(LC 3) FORCES (to) - Maximum Compression / Maximum Tension TOP CHORD 1 -2 =- 14301220, 2 -3 =- 7180/969, 3 -4 =- 66271990, 4 -5 =- 5636/862, 5 -6 =- 5635/857, 6 -7 =- 7170/873, 7 -8 =- 1445/191, 1 -14 =- 1201/204,8 -9 =- 1215/181 BOT CHORD 1314 =- 1215/5653, 12- 13=- 117215738, 11 -12= 1005/5837, 10 -11 =- 851/5823, g -10 =539/5727 WEBS 2 - 15= 89/641,12- 15 = -88/ 634.4 -12 =- 232 / 259.4 -11 =- 255/3387,5 -11 =- 213 /663,6 -11 =- 722/3423,6 -10= 230/261, 7- 10= 205/642,2 -14 =- 6132/889, 7- 9=- 61071710 JOINT STRESS INDEX 1= 0.71,2 = 1.00,3 = 0.88,4= 1.00,5 = 0.31,6 = 1.00,7 = 1.00,8= 0.71,9= 0.61,10 = 0.81,11 = 0.96,11= 0.29,12= 0.80,13= 0.76,14 =0.61 and 15 =0.42 NOTES 1) 2 -ply truss to be connected togetherwith 10d an 148'x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc, 2 X 6 - 2 rows at 0 4-0 oc Bottom chords Connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9 -0 oc. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -98; 100mph; TCDL= 4.5psf; BCDL= 4.5psf; h =25ft; Cal. II; Exp C; enclosed; MWFRS (low -rise) interior zone; cantile left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 4) TCLL: ASCE 7 -98; Pf =30.0 psf (flat roof snow); Exp C; Fully Exp. 5) Unbalanced snow loads have been Considered for this design. 6) Provide adequate drainage to prevent water pending. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8). Bearing at joint(s) 14, 9 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface . 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referem: standard ANSI/TPI 1. 10) Hangers) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 2400 lb down and 362 In up at 12 -2 -0 on top chord. The design /selection of such connection devices) is the responsibility of others. ® h , P far o nly daigrt a.m ltc and REAig d as b ON o n l y INCLUDBU v-, and 4 for n aNGE bud ding c 8EPOA8 U58. �° Appff vali far esigwitb e, sd a n prope thin r o of component y upon onenti parameters shown. d er n i n ualb!ding component Applicability of design poram ars eni and proper incorporation n of component is responsibility of building designer -not truss designer. Bracing shown k ector d lateral a n e web members only. overall Additional temporary e respo o to insure ing d g stability For during eneral gu re garding of the MiTek' erica. Addi perm nt itycentr torog an e, e bra cin g overo cmd shuct re hh. consult ibilityolibeb! ding l DSB.8 ened BCSI Bonoa regarding Safety a I f quality aoniml. afrom deliv erection and N. Lee S lt u 2, Ale an Cient ra. V 2 , Wb89 and BC51 Building Component 77A Green Heights, CA, 9561 0Xe 109 lniarmvllon availobleiromirvss Plate lmiifufe, 281 RLee 5�reet Suite 312. Alexandra, VA22314. CiWS Heights, CA, 95fi10 May 24,2011 JOb Tail Truss Type Div Ply RD Simmetmon - Wheat Ridge 833144892 11 -113 T09R ROOF TRUSS 1 �f G Job R f ( may n mri ran ee incusmes. mc, may ea iaao:aa em i - e ID: slLFJmLLFOgtzmhV_ 2cHenz07Zv- Woy91VJULCGhDThoGhbV7VRJQxQ6drERQM TJBgzDF4X LOAD CASE(S) 1) Snow: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plt) Vert : 1-4=-100.4-6=-100,6-8=100,11-14=-20,9-11=-20 Concentrated Loads (lb) Vert : 5= 1800(F) 2) Unbal.Snow -Left: Lumber Increase=1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1- 4 = -140, 4= -140, 6-8=40,11-14=20, 9- 11 = -20 Concentrated Loads (lb) Vert : 5=- 2400(F) 3) Unbal.Snow- Right: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1-4=40.4-6=140,6-8=-140,11-14=-20,9-11=20 Concentrated Loads (lb) Vert : 5=- 2400(F) 4) IBC BC Live: Lumber Increase =1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1- 4 =-40, 4-6=-0Q 6-8=-40,11-14=-40, 9-11=-40 Concentrated Loads (lb) Vert : 5=- 1200(F) 5) MWFRS Wind Left: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =- 10,4 -6= 33,6 -8= 21,11 -14 =9, 9 -11 = -9 Herz: 1 -4 =1, 45 = -42, 5 -6 =42, 6-8=30,1-14=18, 8 -9 =27 Concentrated Loads (lb) Vert 5=362(F) 6) MWFRS Wind Right: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =21, 4 -6 =33, 6 -8 =10, 11 -14 =9, 9 -11 = -9 Horz : 1 -4 =30, 4 -5 =42, 5 -6=42, 6 -8 = -1, 1- 14 = -27, 8 -9 = -18 Concentrated Loads (Iti Vert: 5= 362(F) 7) MWFRS 1st Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =27, 4 -6 =14, 6 -8 =14, 11- 14 = -9, 9 -11 = -9 Horz : 1 -4 =- 36,4 -5= 23,5 -6= 23,6-8=23,1 -14 =- 26,8 -9 =26 Concentrated Loads (Ib) Vert: 5= 267(F) 8) MWFRS 2nd Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (ii Vert : 14 =14, 4-6=14,6-8=27.11-14=9, 9 -11 = -9 Horz: 14 =23, 4 -5 =23, 5 -6 =23, 6-8=36.1-14=-26, 8 -9 =26 Concentrated Loads (ib) Vert: 5= 267(F) ®WdRIRNG9erj dwtgn parmnetm and 19P6011aOIPS ON 28IShcID INCLUD)3D BIIffiRNSfRtBNCE P9CrS MlI7473 reo. IO'081313FOI9S ff5& i® Design valid for use only with Mies connectors. This design is based only upon parameters shown, and '¢ for an individual building component. Applicability of design paramenters and proper incorporation of component is responalenty of building designer -hat Wn designer, Bracing shown o for lateral support of individual web members onry. Additional temporary bracing to insure stability during construction is lee raspersibillit, of the MiYek" ecfor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Safety lidommoom available from Truss l Platelnstivte. 281 N ee Street Suite 312 Alesmano. V 22314a, OBB -89 and BCSl Building Component FRIG ar, CA, slane,SUile 109 7777 Harris, Gr Land, 95 Su Job Truss Truss Type Oty ply RD simmennon - wheat Ridge is forlaferalrvppod of individual web members any. Additional temporary bracing to Insure sfabrty during comtruction is the responsibillity of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding wwna.=anxmc..- fobrication.quolityc antral, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria,DSB -87 and SCSI Building Component Safely Information from Truss 833144883 11 -113 T07R ROOF TRUSS 4 Job Reference (optional ••a••••- • - - -•• �- �rti� ,.eous may I. zmr muesinaussnes, inc. u,arp"nissr:m Du I. rage. ID:II ?020NLkiy4KSKPjL31NO 0756- Vi3UbsKiOBVgoOlbXBgM6k1 WN5HurJ1 EWG74jHLZDF4G 4 -0.2 5 -0 -0 611 -14 10 -0-0 4 -0 -2 0.11 -ib 411 -14 4 -0 -2 Sao = 10.00 8x8 II 5x6 = I: Scale = 1:25.6 LOADING (psf)00 SPACING 2 -0 -0 CSI DEFL in (loc) /deft Lid PLATES GRIP T CLL (Roof Snow =330) Plates Increase 1.15 TC 0.56 Vert(LL) -0.17 9 >658 240 MT20 1691123 TCDL 5.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.23 9 >498 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(rL) 0.32 7 n/a n/a BCDL 5.0 Code IRC2003rrP12002 (Matrix) Weight: 92 lb FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E `Except' TOP CHORD Structural wood sheathing directly applied or 5 -8 -12 oc pudins, 3 -5: 2 X 4 SPF 210OF 1.8E except end verticals. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 WW Stud 'Except' 3- 9.5 -9: 2 X 4 SPF 165OF 1.5E, 1- 12.6 -7: 2 X 8 DF 1950F 1.7E REACTIONS (lb /size) 12= 112610 -5 -8 (min. 0 -1 -8), 7= 1126/0 -5-8 (min.0-1-8) Max Horz 12= 132(LC 6) Max Uprlft 12=- 397(LC 6), 7=- 397(LC 5) Max Grev 12= 1615(LC 2), 7= 1615(LC 3) FORCES (Ib)- Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 362711052, 2 -3 =- 339211059, 3 -4 =- 6900/2078, 45= 6900/2079, 5-6=-3635/967.1-12=-2544/752, 6-7 =- 25511637 BOTCHORD 11 -12 =- 906 / 2681,10 -11 =- 900/ 2699.9 -10 =- 1113 / 3467.8 -9 =- 981/3472,7 -8 =- 753/2708 WEBS 3 -10= 1205/339, 3-9= 1524/5443, 49= 22191640, 5- 9=- 167015435, 5- 8=- 1199/373 JOINT STRESS INDEX 1 = 0 = 0 = 0 .83,4= 0.00,5 = 0.83,6 = 0.99,7= 0.00,8= 0.32,9= 0.98,10= 0.32,11 =0.76 and 12 =0.00 NOTES 1) 2 -ply truss to be connected together with 10d (0.148••x3") nails as follows: Top chords Connected as follows: 2 X 4 - 1 row at 0 -2 -0 oc, 2 X 8 - 2 rows at G-9-0 oc. Bottom chords Connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. P ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wnd: ASCE 7 -98; 100mph; TCDL= 1.8psr; BCDL= 1.8psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) interior zone; Conti left and fight exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 - 4)TCLL: ASCE 7 -98; Pf =30.0 psf (Flat roof snow); Exp C; Fully Exp. 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water pending. 7) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf (or less) is not adequate for a shingle roof. Architect I verify adequacy of top chord dead load 8) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 9) Bearing at joint(s) 12, 7 considers parallel to grain value using ANS11rP11 angle to grain formula. Building designer should verif) capacity of bearing surface. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANShTPI 1. 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2250 lb down and 654 lb ur 5 -0-0 on top chord. The design /selection of such connection devica(s) is the responsibility of others. ®LYdRNlNfrVarj ddtgrt Parnmetca's and R89DNOIBB ONTBISdIm INGL1E)ED IVBTBr[RBFFRENCBP6GEbf(lT4T3 reo. IO'08 BEFORE U58. Desigr valid for use only w4h MTek...rectors. This design is based only upon parameters shown. and B for an indivdual building component �' Applicability of design parameniers and proper Incorporation of component is responsibility of building designer- not truss designer. Brocing shown is forlaferalrvppod of individual web members any. Additional temporary bracing to Insure sfabrty during comtruction is the responsibillity of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding wwna.=anxmc..- fobrication.quolityc antral, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria,DSB -87 and SCSI Building Component Safely Information from Truss 7777 Greenback Lane. suite 109 ovalable Plate Institute, 281 N. Lee Street Suite 312. Memnon., VA 22314. Citrus height4, CA, 95610 May 24,2011 Job Truss Truss Type ply Y RD Simmennon -Meat Ridge R331893 11-113 TWR ROOF TRUSS 4 q L J R ( may n Gm I m116K l nnustnes, Inc. Iue may Lalsacm Lun I=age2 ID:II ?020NLkiY4KSKPjL31NDZO 756- W3UbsKiOBVgcOlbXBgM6kl WNSHurJ1 EwG74jHLZDF4G LOAD CASE(S) 1) Snow: Lumber Increase =1.15, Plate Increase= 1. 15 Uniform Loads (pig Vert : 1- 3 = -70, 3- 5 = -70, 5- 6 = -70, 942 =10, 7 -9 = -10 Concentrated Loads (lb) Vert: 4= 4500(F) 2) Unbal.Snow -Left: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pit) Vert : 1 -3 =- 110,35= 110,5 -6 =- 10,9 -12 =- 10,7 -9 = -10 Concentrated Loads (m) Vert: 4=- 2250(F) 3) Unbal.Snow- Right: Lumber Increase =1.15, Plate Increase =1.15 Unform Loads (plf) Vert : 1-3=-10,3-5=-110,5-6=-110,9-12=10,7-9=-10 Concentrated Loads (ib) Vert : 4=- 2250(F) 4) IBC BC Live: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pig Vert : 1- 3 =40, 3- 5 = -10, 5 -6 =10, 9- 12 =.30, 7 -9 = -30 Concentrated Loads (lb) Vert: 4=- 750(F) 5) MWFRS Wind Left: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pig Vert :1- 3= 5,3 -5= 39,5 -6= 26,9- 12 =-4, 7 -9 =4 Horz: 1- 3 =1,3 -4 =42,4 -5= 42,5 -6= 30,1 -12= 18,6 -7 =27 Concentrated Loads (lb) Vert: 4= 654(F) 6) MWFRS Wind Right: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pit) Vert: 1 -3 =26, 3 -5 =39, 5 -6 = -5, 9- 12 =-4, 7 -9 =4 Horz : 1 -3 =30, 3 -4 =42, 4- 5 = -42, 5 -6 = -1, 1- 12 =27, 6 -7 = -18 Concentrated Loads (Ib) Vert : 4= 654(F) 7) MWFRS 1st Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pig Vert: 1 -3= 32,3 -5= 19,5 -6= 19,9- 12=- 4,7 -9 =-4 Horz : 1-3= -36, 3 -4 =23, 4- 5 = -23, 5 -6 =23, 1- 12 = -26, 6 -7 =26 Concentrated Loads (Ib) Vert : 4= 536(F) 8) MWFRS 2nd Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pig Vert: 1 -3= 19,3 -5= 19,5 -6= 32,9- 12= 4,7 -9 =4 Hors : 1-3 = -23, 34=23, 4- 5 = -23, 5-6=36.1-12=26, 6 -7 =26 Concentrated Loads (lb) Vert: 4= 536(F) ®WdR[IING d s e only i pvrenetmsnndRPdDNO]ESONTBISoNO ant tl➢S hownr n lorandA p EFORE U58. C Designvalitl for use only w ith MRek connectors. T basedonlyupon paremeters shown,and is loran Individualba9tli gn component. Appllateral s of o porameMers amtlproperic pot n Addi i i nofcomponentis c ngt insur i of bi ildngdesigner- notImss designer Brav shown kforlote pemembe y. Additio te espr u gtoi D awngcor¢lm ral qu an espmuib11 g of the iVliTek' edm. Ad permanent bmcl alit ycanntstorae, l doi oitbe overall structure Is and placing�. e onsult ¢ibilifyof}be nn Cri b el ecfcrgenerplguitic dance Component Lane fabrication, iatio avoilable from Truss Pla lnstlfufea281 N. Lee Street Suite 312.. Aesane, VA Canny 2 Li Me4a, 05g -89pntl gCSl Bmltling Component ])])Greenback 9561 UIte 109 WS Heights. CA, 95610 lvv wp y5 m v . v N ®� Nm Nc D D -P D o -' D tl9V ER n m o o n Boa° -, �°.� °. °- n a� -• m3m(nC 0 G y Z 3 =, n oQ�o comma ��aa 3'o'f.T ° - om5 Qao oDOOn D 3 3 4 an' aa�� O m�am �a� 8 0 - Q �3�3 z :o Qoa � moo ° n cµo n m g3= m ° m '�� m ix c'�3Hm v cna - sm o P- p 3 003 s -o N w o� z a ocm _m aco� - co H�Q3m' z no�oT 0 o�Q �0m�oa 0 o oQ3 o aQ�. o m'o� s o C 5.2 Z om -o „ .,, n� m o �N- 30 07 m x 3 . o � 3m 0o 3fo o„ m om =' m_5µo -3z ETO 6a3 Oo o�<0 0 0 0'.�m c 0 `oo cm c °'so ado N ° c ° ° x 0 µ C J ° O_ q - 3 'G � m - NmNN n a ci mz0 T OP CHORD 3 °a mo +zzv cia m Nm ° p z`z �z m O m m +� aPPN N D O n m D m v m aK V O w27 ON y ® ° w <i+ O o i s � p a ° o w D z 0 t o �m a N , m O O A m T��I D m z Em V 5 1� NX M W3 A 0 TOP CHORD no aoA amc 3 °o n 9" ao arc _. -O nNn `c r .c 30 o`o_'v c oav �z 6 as p ° N ° °a m °3 ao ° mm °O -m �°� o3$ o`er -°.° F< ,a2 _ o oo n 3 �o aRQ as 0s� Sm oo ' <_,o ?ao m '�0 ox ` 2° flDO (0 N N a o o° 00 °- n`3 �a 3 °. a <° 'm� o` 33 33R m m'm -°-. o.m ° c m a� xo pO Wd � Q'' ° '°m' 3m m' no 3 'o a2- R. °-`° ':° Ana° °' = = 0 �a °-05 ss O 3 ou Qmie m o ca as = N,.. d -° c...m °- m�o �m mEj-.= oZ �— no m° m°o a Q- o �_ °m `°_°- 3a o ° °- ° ?£ - 9 m a 4 0. n (D0 °� °'0 3o aon 3a m? ° 'om o`- m0 y ° c A n ` a '� ° ° °- o � s o a o m - n s ' o �o ' 3 ° F. a o° s i�0' 2 a `°° a o_ ' a- � �. O 0 ep�Vy m' I . m om m Q s no 'a m� a' �o'o m m `°� $m N 'mm = Fo Q� L3 ° q m m °- ° mm f°a o' , °�a °m - c2 t' �° a'° <� P- Sa N. Q co �< °, � .o � � ° ? N n ° n gy m0a ao B ma m o 9 ? C 0 a.v m o ° °_. o °- ° 3 m o" o o. m'°_ m� �. O c'o m a m s m a � O- m a o mO o3 = ° - o i £ 0 Rx no s s o �. m ' s3 °- �a (D f °f =n m o o m' a ° nu oa 3 m' 3 m ° g m� 3.�� mT) '' m o. -a a s m o o a ? m m m a a m< 0 3 n O m o 0 _ ET 0 5 Q i3 cl 3 m �° wawaxs. UPUFTSCAB TYPICAL PIGGYBACK TRUSS CONNECTION CAPACITY USING (10) 2 MATCH 10d (0.131'X 31 NAILS: P CHORD PI G TOP P HED T FACE O OF FT ATTACHED TO ONE FACE OF TOP SYP= 1060 LBS CHORD WITH ROWS OFD SPF= 820 LBS NAILS SPACED B "\AND D STAGGERED D DF= 870 LBS HF= 640 LBS SPFS = 720 LBS * ATTACH PIGGYBACK TRUSS MAXIMUM UPLIFT PURLIN TO EACH PURLIN WI TH CAPACITY USING (2) 16d 2.18d NAILS TOENAILED. (0,131 X 3.5 ") NAILS: SYP= 117 LBS LLOCATED SPF= 60 LSS OF = 92 LBS I HAS TRUSS HF= 63 LBS SPFS= 41 LBS MAXIMUM UPLIFT SHEATHING CAPACITY USING M" SHEATHING NS O D THE MAXIMUM AND (2) 8d (0.131" X 2.5') NAILS: THE TOP CHORD E ATTACH EACH PURLIN TO TOP T C HO O THE BASE CING NOT TO EXCEED 2A" BE LOCATED AT EACH SASE SE TRUSS JOINT. 2.18d NAILS. SPF = 42 LBS FOR PIGGY BACK TRUSSES WITH SPANS < IZ DF = 64 LBS SCAB MAY BE OMMITED PROVIDED THAT: HF= 44 LEE `— ROOF SHEATHING TO BE CONTINUOUS OVER JOINT SPFS = 26 LBS (SHEATHING TO OVERLAP MINIMUM 1Y OVER JOINT) 9: CAP CONNECTION IS MADE TO RESIST UPLIFT. SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING VALUES SHOWN ARE BASED ON CONNECTION CAPACITIES FOR SCABS, PURLINS, AND SHEATHING MAY BE COMBINED WHEN LOAD DURATION OF 1.00 DETERMINING OVERALL UPLIFT CAPACITY. IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: '.. - MAXIMUM UPLIFT GUSSET CAPACITY USING 7190 GUSSETS AND (4) 10d (0.131 "X 3') NAILS: REPLACE TOE NAILING OF CAP TRUSS TO PURUNS WITH 'GUSSETS AS SHOWN, AND APPLY PURLINS TO LOWER EDGE OF BASE = SYP 300 L85 TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE. SPF = 276 LBS DF= 284 LSS B "xa "x1 /2" PLYWOOD (or711(i"OBB) HF= 276 LBS GUSSET EACH SIDE AT SPFS = 258 LBS • . ' EACH BASE TRUSS JOINT. ATTACH WITH 2.10d NAILS INTO EACH CHORD FROM EACH SIOE (TOTAL -4 NAILS EACH CHORD) \ ✓/ 2x4 PURLINS @ 24" O.C. ATTACHED Wl 2 -10 D NAILS VALUES SHOWN ARE BASED ON LOAD DURATION OF 1.00 wawaxs. LT engineering, LLC 5620 Zuni Street Denver, CO 80221 p: 303.477.3861 c: 720.319.0503 Notes for 3430 Simms St. framing: 11006 3430 Simms St. Review pg. 1 February 3, 2011 The following recommendations are the result of a short site visit and review of existing construction. We have investigated general member sizing and construction practices with the objective of identifying possible framing issues. Nailing sizes and patterns were not specifically reviewed. Review of foundation elements is outside the scope of this review. Attachment of sill plates to foundation walls were not reviewed. • Provide (2) H2.5 anchors on all roof framing members at bearing within 4' -0 of corners of building. • Fix truss and joist bearing with full depth blocking. If ventilation is required, knock out 1/3 of depth and 1/3 of center of blocking. • Walls at east end of family room were constructed with a 10' -3 plate height and a gable end flat bottom chord truss sitting on top of wall. This construction has caused a hinge condition at the top plate -truss interface. We will require that the full height fireplace be sheathed with %:" APA rated 24/16, Exp. 1 sheathing on the outside of the north and south walls. The sheathing should be attached with 8d nails @ 6 "oc at panel edges and @ 12 "oc at intermediate supports. Block edges. • Verify installation of blocking at ridges for wood 'I'joists. • Beam at north west corner of family room is currently (2) 14" LVL with LSL rim material. A 14" LVL should be added to provide adequate support. Trusses to the south are supported with hangers attached to the LSL. Calculations show these hangers need to support 1440 lb. Field verify type of hangers supporting these trusses. Hangers should be verified with truss manufacturer forbearing of truss. Verify hanger type is allowed to be skewed. • Header supporting roof trusses over bedroom 1 front windows should be verified by truss manufacturer. Member is constructed from (2) girder trusses and (3) 14" LVL. Anticipated loads are greater than the (3) 14" LVL capacity alone. Trusses were assumed to span full width of building, verify no interior supports along center bearing wall. • Header supporting roof trusses over bedroom 2 front windows are (3) 14" LVL. Anticipated loads exceed capacity of (3) 14" LVL currently in place. This beam should be modified with an additional 14" LVL (4 total) or a steel flitch plate bolted to the existing beam. Further options are available at contractor's option. Trusses were assumed to span full width of building, verify no interior supports along center bearing wall. Verify framing at upper main stair landing is constructed with cantilevered joists and adequate members provided for stair stringer support. Verify all floorjoists are blocked at bearing as recommended byjoist manufacturer. i' LT 11006 3430 Simms St. Review pg. 2 engineering, LLC February 3, 2011 5620 Zuni Street Denver, CO 80221 p: 303.477.3861 c: 720.319.0503 • Verify location of stair to basement with stair to upper level on plans. Verify location of bearing wall above beam line below. • Beam in basement below bearing wall above (N -S) is constructed with (2) 117/8" LVL. Our calculations show that this beam should be constructed from (5) 117/8" LVL or W10x22 with 2x nailer full.width of flange. Glue and fasten nailer with 0.145" dia. Drive pins at 16 "oc, staggered. (Note: this beam size assumes that there is no load from the roof trusses above.) There is another set of 117/8" LVL in this area but it doesn't seem to align with the bearing wall above. • Beam in basement running E -W and supporting floorjoists above is a (2) 117/8 "LVL beam. Beam to the west is supported on a column at mid span (maximum span is 8' -0). Beam to the east is a 16' -0 span. The east beam is over spanned. A column could be added to reduce the span to 8' -0 or additional LVL's could be added. The plans note that this beam is above a bearing wall. Foundation below this wall and any columns added should be verified. (We are assuming that there are already adequate foundations below the existing columns.) • Window header over the tub in the master bath should be a (2) 9'/:" LVL minimum to support the point load from the girder truss above. • The roof framing has been modified at the west end of the master bedroom. The ridge is supported by a regular truss. This truss should be verified as it is supporting more than a 2' -0 tributary load. • There is a truss over the stair to the guest bedroom and recreation room that has been field modified. The truss manufacturer should be consulted regarding this modification. • The beam in the ridge over the guest bedroom is constructed form (2) 117/8" LVL. The span of this beam is approximately 29' -0. For post and beam type construction, this ridge should be framed with 5 1/8" x 21" glulam beam (24F -V8). This design does consider the low walls as bearing walls to be supported by the floor below. The roof has a steep enough slope that arching action could be used. Connections at the eaves and blocking between the roof joists becomes important for this older construction method. Input from the contractor and further review is required. • The beam in the ridge in the clerestory in the guest bedroom is constructed from (2) 2x12. This beam should be (3) 2x12 or (2) 9 %" LVL. The hanger to the ridge beam should support 1,600 lbs. • The beam supporting the wall on the south side of this clerestory should be framed with a doubled 14" wood'I'joist. • At the attached garage ceiling framing (guest room floor): • Verify that the joists are blocked where bearing on the LVL beam at the storage rooms. • Verify blocking is installed between the joists at the interior bearing walls (short walls) above about 4' -6 from the east and west walls. LT 11006 3430 Simms St. Review pg. 3 engineering, LLC February 3, 2011 5620 Zuni Street Denver, CO 80221 p: 303.477.3861 c: 720.319.0503 • Beam supporting joists at storage area should be (3) 14" LVL if we consider the joists to support some of the roof load above and the maximum span is 12' -0. The middle 8' -0 span is find as (3) 9 %:" LVL. The south 9' -6 span needs to be (3) 117/8" LVL. • The header over the doorway at the south end of the LVL beam needs to be (2) 9 %" LVL. • At the walkway to the recreation room: • There are a few roof trusses that support more load than a 2' -0 tributary. These trusses should be verified by the truss manufacturer. • The ridge over the window feature at mid span of the bridge running N -S should be (3) 2x12 or a 1 % x 117/8" LVL. • Headers over the windows should be (2) 2x8 minimum. • Joists in the floor of the walkway should be 2x8 at 16 "oc, minimum. Field verify. • The beams between the house and detached garage supporting the walkway are noted as W8x35 in the plans. Based upon anticipated loads and properties of this beam, when fully loaded, the beams could deflect up to 2.32 inches. This deflection does exceed deflections acceptable by code. We would request that this beam size be field verified prior to determining field repair. • These W8's should be dropped to accommodate the cantilevered joists at the mid span window feature. • Since the foundations of the garage and the main house are not tied together, there could be some differential movement that becomes evident in the bridge. Anticipated movement could manifest in the finishes and flashing. The contractor /owner should consider this issue when choosing finishes for this space. • The garage is framed utilizing attic trusses. The floor of the recreation room is the bottom chord of the trusses. • Trusses are spaced at 24 "oc. Floor sheathing is typically installed on joists at 16" centers. The floor sheathing will be a little more flexible in this condition. • A center beam has been installed to provide additional support to the recreation room floor (bottom chord of the trusses). The truss manufacturer should verify that this support is not detrimental to the performance of the trusses. • Verify exit requirements form recreation room into garage below. 7214th STREET, SUITE D, FORT 1-UPTON, CO 80621 • PHONE. (303)- 857 -9280 • FAX (303) -857 -9238 July 19, 2011 RE:, Framing observation of the.eAsting construction for the home at 3430 Simms Street, Wheat Ridge, CO Job # 11 -2301 To Whom It May Concern: This is a continuation of the recommendations from the February 3, 2011 framing notes by LT Engineering, LLC. The site visit on July 5, 2011 identified a few additional issues that need to be addressed. • Provide (2) H2.5 anchors on all roof framing members at bearing within 4'-0 of corners of building including hip and jack trusses. • Drop the ceiling in the master bedroom closets to stiffen the wall framing. • Add a steel angle to the east gable of the master bedroom per detail and specifications prepared by LT Engineering. • Install 3 SDS or Ledgerl-ok' /<" diameter x 3 -1/2" screws into the ledger for the truss bearing at the front entry at each stud. • Install blocking above the steel beam in the detached garage. • Install 2 x 4 at one side of truss at the piggy back location to tie them together per attached High Plateau Truss detail. • Strap floating walls to trusses. Please call if you have any questions. 4 Todd M. Schroeder This report was prepared for the exclusive use of our client and is not intended for any other purpose. Our report is based on the information made available to us at this time. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions and conclusions, and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. (E) GABLE TRU55 LGx4x5 /16 (LLV) X 18' -0 W/ 112V LAGS @ I G "oc CENTERED ON W (E) WALL CONST. o 3/4 �0 LT engineering 3430 Simms St. Structural Consultants Wheat Ridge, CO 5620 Zuni Street Denver, CO 80221 PROJECT #: 11006 ph: 7.3861 DATE: 07.19.11 S D 01 mo: 720.3120.319.0503 email: lesanntyson @msn.com DRAWN BY: LAT CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type r`�r Job Address 3VPFo Permit Number // tS ❑ No one available for inspection: Time ANfiRkA Re- Inspection required Y - No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: Inspector �� DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RID !E s,ion j 0� (303) 234-5933 Inspection line r -2855 O#ice (303) 237-8929 Fax (303)235 INSPECTION NOTICE Inspection Type )qe�W-� Job Address 3y3o Permit Number //e vailable for inspection: Time AM/(�D Ei No one a Re-inspection required: Yes r, when corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time AM PM Re- Inspection required:/ Yes No *When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: �V//t Inspecto E ` DO NOT REMOVE THIS NOTICE r.� M. RC'11IJ�.JCGLIVII 1vgW t:Vu. DO NOT artnr• ..�" e jr CITY OF Ruiirlina In- Inspection Type Job Address .39 S/,W/x ss" Permit Number r/e�/S>T .d.1Nl.�>afrl� s. F n Mn - nna auaiinhla fnr incnarfinn- Times -en made, call for re -in nspector 4 1 .. r CITY OF WHEAT RIDGE Building Inspection Division J (303) 234 -5933 Inspection line (303) 235 -2855 Office'" (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type s (rd Job Address ; au Permit Number I f)�` °../ t ®rt`t ❑ No one available for inspection: Time Re- Inspection required: Yes r of When corrections have been made, call for ra -ins pection at 303 - 234 -5933 Date: / Inspector: e DO NOT REMOVE THIS NOTICE " _ a 77 �� City of v v IC l 6 t 1Cg!✓ Date: -- COMMUNITY - Plan # Building & Inspection Services Division Permit # 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application ProjaprtyAddress �y3� fi.l / JT. Property Owner (please print): �os > / /ter, tre �.yr. Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Ao�: /� ID- Contractors City License #: Phone: Jo G'F 9 ` F /f6 Subpntractgrs E c Plumbing: Mechanical: City License # City License # City License # besrJptlo�nofwork-i G✓ e r / r. c Contract Value: Review Fee (due at time of submittal): Squares BTU's Gallons Amps O Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - CIRCLEONE (OWNER) (CONTRACTOR) nr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: (/�l/'UG9`FN W/��.� SIGNAT IIUE�. // = DATE: � ZONING COfg1AjlEl "G ReYte; 13UIt,l91NG UEPAF hU jC WORK3s1 ` Revie' 1= 1RE:DEPARTME iroved w /comments O tlisapproved ❑ no review requaed � Bldg Valuatwn $ // ♦ •F CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ` (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address 9V 9 Permit Number Moj y' ❑ No one available for inspection: Time �` r' f 3 "f �AM /PM Re- Inspection required: Yes No A' *When corrections have been made, call for re- inspection at 303 - 234 -5933 s Date: �.�' Inspecto DO NOT REMOVE THIS NOTICE �► CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type zgzS Job Address , VAP ;s rs?s jr7 Permit Number rlol�9 ❑ No one available for inspection: Time A2 Re- Inspection require � es No When corrections have been made, call for re- inspection at 303- 234 -5933 Date: X91 Inspector DO NOT REMOVE THIS NOTICE City of jg SUS - CONTRACTOR AUTHORIZATION FORM Project Address: 9 yy d/ /�S S Permit General Contractor: Electrical Contractor Company Name: State License #: Signature of Authorized Agent Phone #: Master #: Date Plum Contractor Company Name: State License #: Wheat Ridge License #: Phone #: Master #: Signature of Authorized Agent Date I Mechanical Contractor I Company Name: Wheat Ridge License V ITI= - - - 71, ___ , - - 4�4 /1-1 - Signature of Authorized Agent Dafe *This application must be signed by each sub- contractor confirming the same. ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: PA 27 Job Address: -7 S,mmS s7' Permit Number: d l LIl SQL ❑ No one available for inspection: Time ,' Vz AM/ M Re- Inspection required: Yes No * When corrections have been made, call for / re-inspection at 303 -234 -5933 Date: 51 -?Illy Inspector P DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: w�773: v - Job Address: -T%3o S",Vl3s sr' Permit Number: I! 0Z9'9 A/Z 01AVts civ �r�sce2 z ✓f✓ r' �/e'�ad � !r✓`.'?.7 ` 6'rf/ ,SuG go. 4 r, ✓.,:rs ,C,rf line i./All < �.Qerrr� mrftr ` 7J /;8A i.vt�sFr>,1,r� ✓c�5 � a l�r��,€X 3�r !'r� f f`C- �f rrrd,�tf � ✓,�- .. /�r✓€" /cl ,a f %rs�°r�SSFr r,/_lOrl�/� t..✓J%Pl p�- r1S,c K: "t/Y'da'�c� t.�5`r'" ®�" tt✓rJ�� •.. ❑ No one available for inspection: Time AM Re- Inspection required: Yes No "When corrections have been made, call for re- inspection at 303- 234 -5933 Dater 511 /// Inspecto DO NOT REMOVE THIS NOTICE ro o 0or, City of Wheat Ridge Single- family - New PERMIT - 110189 PERMIT NO: 110189 ISSUED: 03/01/2011 JOB ADDRESS: 3430 SIMMS ST EXPIRES: 02/29/2012 DESCRIPTION: Complete construction of interior- ref. 4061044 * ** CONTACTS * ** owner 303/694 -6464 First American Bank go 303/698 -9116 R.D. Simmermon 10 -0223 R.D. Simmermon & Company Inc. sub 303/307 -4949 02 -1693 Ideal Electric Inc sub 303/660 -5440 Gerald &Lindsay Walls 02 -0291 Rocky Mountain Heating & Sheet ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0662 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED P =VUATION: . 500,000.00 FEES Permit Fee 3,712.05 Plan Review Fee 2,412.8 Total Valuation .00 Use Tax 9 ** TOTAL ** 15,124.68 Conditions: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named ithin 2ccompanying document as parties to the work to be performed and that all work to be performed is disclosed in this docum nd /or approved plans and specifications. of OWNER or CbNTRACTOA (Circle one) 1 2 6. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 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. 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.' 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. 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 inspectign. Signature utricai Date INSPECT FN REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. P ,r City of W hea.-t p — dge COMINIUNITY DEVELOPMENT Building 8r Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, GO 80033 Office: 303- 235 -2855 , Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application P.roperty;A'ddress? ,ej ��) _ � i1a4 v✓/c (A1 � „�. Property Owner (please print): Mailing Address: (if different than property address) Address: Date: l Plan # Permit# N1 39, IN '03 City, State, Zip: , f p �P' ] lSy e i'l t- / d ( A l Ggntractor: Ds 1 t'Gi/Yl E]/'Yd4/) t-j -b C-6 Contractors City License #: / 02� Phone: g fZ df Hectncai: C d City License tt k/6k Plumbing: 'Www — City License # 0escrlr)iion of work: �`_c�anple - � - � 'flrte Goy)��NvC��o t2 Review Fee (due at time of submittal): 17 quares BTU's Gallons _ Amps Sq Ft. $ Mechanical: iUl�i1 ,t�J City License # Contract Value: OWNERWONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, . easements . or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OIVNER) (C�O d (AUTHORIZED REPRESENT VE) of (OF)INER) (CONTRACTOR) PRINT NAMC: 0q,- in SJ vY1PNifQio SIGNATURE: J. DATE: Bldg Valuation: REScheck Software Version 4.4.1 Compliance Certifi Project Title: single family residence Energy Code: Location: Construction Type: Building Orientation: Glazing Area Percentage Heating Degree Days: Construction Site: 3430 simms st 2003 IECC Wheat Ridge, Colorado Single Family Bldg. faces 270 deg, from North 16% 6158 Owner /Agent: - - -- APPROVED Subject to Field Inspections Wheat Ridge Building Dept. 6 Date: Plan checker Designer /Contractor: Ceiling 1: Flat Ceiling or Scissor Truss 5880 0,0 38.0 Ceiling 2: Cathedral Ceiling (no attic) 882 3&0 0.0 Wall 1: Wood Frame, 16" D.C. 1465 19:0: 0.0 Orientation: Front Window 1: Wood Frame:Double Pane with Low -E 312 SHGC: 0.40 Orientation: Front Door 1: Glass 24 SHGC: 0.19 Orientation: Front Wall 2: Wood Frame, 16" D.C. 1975 '':19:0. 0.0 Orientation: Right Side Window 2: Wood Frame:Double Pane with Low -E 112 SHGC: 0.40 Orientation: Right Side Door 2: Solid 18 Orientation: Right Side Door 3: Glass 18 SHGC: 0.19 Orientation: Right Side Wall 3: Wood Frame, 16" D.C. 1601 19:0 0.0 Orientation: Back Window 3: Wood Frame:Double Pane with Law -E 254 SHGC: 0.40 Orientation: Back Door 4: Glass 216 SHGC: 0.19 Orientation: Back Wall 4: Wood Frame, 16" o.c. 1753 f9.0 0.0 Orientation: Left Side Window 4: Wood Frame:Double Pane with Low -E 131 SHGC: 0.40 Orientation: Left Side Basement Wall 1: Solid Concrete or Masonry 1278 ;, 13.0 0.0 Orientation: Front Wall height: 8.0' Depth below grade: 8.0' 147 24 68 0.390 122 G.390 9 110 0.390 44 0.200 4 04390 7 97 0:390 51 all Project Title: single family residence - Report ter -04/20/19-, Data filename: C: \Documents and Settings \Mark\My Documents \REScheck\simms st res chk 3:14 monday.rck e-4 of 6 Compliance: 9.3% Better Than Code Maximum UA: 1893 Your UA: 1636 The % Better or Worse Than Code index reflects how close to Compliance the house is based on Code bade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-Code home. 68 -0.390 99 0.390 84 97 0:390 51 all Project Title: single family residence - Report ter -04/20/19-, Data filename: C: \Documents and Settings \Mark\My Documents \REScheck\simms st res chk 3:14 monday.rck e-4 of 6 Compliance: 9.3% Better Than Code Maximum UA: 1893 Your UA: 1636 The % Better or Worse Than Code index reflects how close to Compliance the house is based on Code bade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-Code home. Insulation depth: 8.0' Floor 1: Slab- On- Grade:Unheated 594 5.5 619 Insulation depth: 0.0' Floor 2: All -Wood JoistlTruss:Over Outside Air 326 19-0 0.0 15 Furnace 1: Forced Hot Air 90 AFUE Air Conditioner 1: Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version n 4 to comply with the mandatory requirements listed in a RE heck Inspection Checklist. Ma�� VVavc� '�VOint�t�`F t 2e �20 i Name - Title Signature Date Project Title: single family residence Report date: 12094— Data filename: C: \Documents and Settings \Mark \My Documents \REScheck \simms at res chk 3:14 monday.rck t8- REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -38.0 continuous insulation Comments: ❑ Ceiling 2: Cathedral Ceiling (no attic), R -38.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: ❑ Wall 3: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: ❑ Wall 4: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 8.0' ht 18.0' bg / 8.0' insul, R -13.0 cavity insulation Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with Low -E, U- factor: 0.390 For windows without labeled U- factors, describe features: #Panes — Frame Type Thermal Break? _ Yes — No Comments: ❑ Window 2: Wood Frame:Double Pane with Low -E, U- factor: 0.390 For windows without labeled U- factors, describe features: #Panes — Frame Type Thermal Break? _ Yes — No Comments: ❑ Window 3: Wood Frame:Double Pane with Low -E, U- factor: 0.390 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? — Yes No Comments: ❑ Window 4: Wood Frame:Double Pane with Low -E, U- factor: 0.390 For windows without labeled U- factors, describe features: #Panes — Frame Type Thermal Break? Yes — No Comments: Doors: ❑ Door 1: Glass, U- factor: 0.390 Comments: ❑ Door 2: Solid, 1.1-factor: 0.200 Comments: ❑ Door 3: Glass, U- factor: 0.390 Project Title: single family residence Report date: 01/20/11 Data filename: C:1Documents and Settings\Mark \My Documents \REScheck\simms st res chk 3:14 monday.rck Comments: ❑ Door 4: Glass, U- factor: 0.390 Comments: Floors: ❑ Floor 1: Slab- On- Grade:Unheated, 0.0' insulation depth, R -5.5 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather - resistant protective covering that covers the exposed (above - grade) insulation and extends at least 6 in. below grade. ❑ Floor 2: All -Wood Joist(Truss:Over Outside Air, R -19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1: Forced Hot Air: 90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R -19. Vapor Retarder: ❑ Installed on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values, glazing U- factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R -8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R -8. ❑ Return ducts in unconditioned spaces (except basements) are insulated to R -2. Insulation is not required on return ducts in basements. ❑ Where exterior walls are used as plenums, the wall is insulated to at least R -8. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ❑ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), masfic -plus- embedded - fabric, or tapes. Tapes and mastics are rated UL 181A or UL 1816. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: Project Title: single family residence Report date: 01/20_1_11 Data filename: C: \Documents and Settings \Mark \My Documents \REScheck\simms st res chk 3:14 monday.rck ame a of g Lj Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: Lj All heated swimming pools have an on /off heater switch and a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps have a time clock. Project Title: single family residence Report date: 01/20111 Data filename: C:\Documents and Settings\Mark\My DoGumentsREScheck \simms st res chk 3:14 monday.rck - —Pa'oe of 6 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2. Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rannp.PF1 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Temperature ( "F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170 -180 0.5 1.0 1.5 2.0 140 -169 0.5 0.5 1.0 1.5 100 -139 0.5 0.5 0.5 1.0 Table 2. Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rannp.PF1 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 106 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40 -55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: single family residence Report date: 01/20/11 Data filename: C:\Documents and Settings \Mark \My Documents\REScheck \simms st res chk 3:14 monday.rck ae 6 of a I ! 1 6 *' City of "( Wheat j�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'" Ave. December 2, 2010 Roger Simmermon RE: 3430 Simms Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 -8001 P: 303.235.2855 F: 303.237.8929 The following items are required for obtaining a permit for the above address prior to issuance: L Plans submitted are required to be original "wet stamped" (3 sets - architectural). 2. Need updated A13, A15, and A16 sheets. . Need Res Check data for entire home showing it is in compliance with the energy code. 4. Missing A17, Al 8, A19, and A20 sheets. ✓5. All sheets to be updated to 2006 IRC. r'6. Need Plumbing and Structural/Frame plans. ,PK 7. Need certification that the existing concrete slab with radiant heat is stable and heat system is functional. ' 8. Need foundation design and drawings reflecting the re- construction of two (2) porches. n — 9. Will need to show on site plan(s) where primary and secondary draining of sump pumps will discharge. Once these items are received, the building department can move forward with the review. If you have any questions feel free to contact me at 303/235 -2850. Cordially, rk Cadotte Plans Examiner and Combination Inspector 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303- 235 -2850 Fax: 303 - 237 -8929 wwwx i.wh eatrid¢e.co. us _ I City of Wheat,lk COMMUNITY DEVELOPMENT T Ins /,:x b - [o lot o <f i as - p: -4 a ° " heat' 1 (` ovr�aa�ie� �1G t 19ra G www.ci.wheatridge.co.us [On -Line Form] slab on grade ISSUE = 27785 PROJ =1 - Inbox - Hi, Mark Sign OL Mail Page 1 of 2 Make Y! My Homepage Netflix Previous I Next I Back to Messages Mark as Unr Try for Free! - - - - -_ __.__ - ---- __ -- -- Delete ! Reply Forward Spam !, Move... ------ ___ _ , _._.., _. � - - - -.— . - -- Folders [On -Line Form] slab on grade ISSUE =27785 PROJ 1 InbOX (2) Wednesday, January 19, 2t Drafts (23) From: "Building Energy Codes" <support@energycode.pnl.gov> Sent To: mwardandassoc @yahoo.com Spam (39) [Empty] Trash [Empty] ( When replying, type your text above this line. My Photos My Attachments 7 Chat &Mobil7Text [Show] Avai n s Notification of Issue Change Issue: [On -Line Form] slab on grade Issue Number:27785 Description: Entered on 01/19/2011 at 10:00:16 PST (GMT -0800) by Jennifer Wi Mark, Unless the slab has radiant heat it is considered an unheated slab. Entered on 01/19/2011 at 08 :17:33 PST (GMT -0800) by mark ward. Priority =3 Status =Open 2003 IECC....I have a heated residence that is all slab on grade, the on assembly is do I enter this slab on grade as unheated or heated? will not be heated ie radiant heat. Thank you Please note that any views or opinions that may be presented in this solely those of the author and do not necessarily represent those of program or DOE. The governing jurisdiction, in which the project is I the final authority for all energy code issues. This organization is not the consequences of any actions taken on the basis of the informatic http: / /us.mc l30l .mail.yahoo.comlmel welcome ?.gx °1 &.tm =1295535419 &.rand= dphggni2... 1/20/2011 My Folders [Add - Edit] CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102790 Stipulations: Egress Window in Basement Issued: 03/03/11 This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3430 SIMMS ST Parcel Number: 39- 282 -05 -071 Owner: 1st American State Contractor: R.D. Simmermon R.D. Simmermon & Company Inc. 825 E. Speer Blvd. Ste# 100 -C Denver, CO 80218 For the Following Purpose: Residential Miscella Code Editions NO change shall be made in the USE of _ 06 ICC /2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System nspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 03/03/11 16:27:04 City of Wheat Ridge Page 1 bp70l -ls PERMIT INFORMATION - 102790 mmackey PERMIT INFORMATION: Permit #: 102790 Permit Type: Residential Miscella Permit Dt: 12/29/2010 Expires: 12/29/2011 Address: 3430 SIMMS ST Parcel Cd: 39- 282 -05 -071 OWNER: lot American State Address- City/St/zip; LAND PARCEL INFORMATION: QTY DUE PAID: Zone Cd: Unassigned DU: 1 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone DL Left: 0.0 Subdivision: KNIGHT SUB Annex Dt: Right: 0.0 Cent Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: .00 Use Tax 9,500.00 JOB DESCRIPTION: Add egress window in basement of home under construction FEES QTY DUE PAID: Permit Fee 9,500.00 204.30 204.30 Plan Review Fee .00 132.80 132.80 Total Valuation 9,500.00 .00 .00 Use Tax 9,500.00 171.00 171.00 ---- - - 508.10 - - -- --- - - 508.10 - - -- CONTACTS: He CL2 R.D. Simmermon & Company Inc. R.D. Simmermon 825 E. Speer Blvd. Ste# 100 -C Denver, CO 80218 3036989116 owner 1st American State 3036946464 PARCEL INFORMATION: 10 Structure Type 2STY 20 Year Built 2008 30 Property Type RESID PERMIT CONDITIONS: Wet - stamped letter of approval from engineer of record required prior to final inspection approval. Subject to field inspection. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 12/29/10 CREATED FROM APPL# 10 -0434 INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 BFI:BUilding Final Insp 10 -0223 03/01/11 no KC 03/03/11 03/03/11 COMPLETE '2 FRA:Framing Inspection 10 -0223 03/01/11 no KC 03/03/11 03/03/11 COMPLETE INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JO FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (EEG) Concrete Encased Ground -y Reinforcing or Monolithic Weatherproof/ French Drain 3 3 ,, +mac Sewer Service Lines 1 Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Heating (Underground) ROUGHS Sheathing Lath /Wall tie Mid -Roof -y Electrical Service Rough Electric 3 3 ,, +mac Rough Plumbing 1 Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final 3 3 ,, +mac Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. INSPECTION RECORD Occupancvfr INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. )(1`l iyp 02— iZ C�m- t�1'hOGlc OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ►f r: CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office'" (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type AW, -AS 'SS allzy , Job Address ?fA� 5 r Permit Number CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102770 Issued: 03/03/11 Stipulations: Rebuild of Front and Rear Porches. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3430 SIMMS ST Parcel Number: 39- 282 -05 -071 Owner: 1st American Bank 3430 Simms St Wheat Ridge CO 80033 Contractor: R.D. Simmermon R.D. Simmermon & Company Inc. 825 E. Speer Blvd. Ste# 100 -C Denver, CO 80218 For the Following Purpose: Residential Miscella Code Editions NO change shall be made in the USE of _4 6 ICC /2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkle System Cdi'ef Bu lding Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 03/03/11 16:28:40 City of Wheat Ridge Page 1 bp70l -ls PERMIT INFORMATION - 102770 mmackey PERMIT INFORMATION: Permit$: 102770 Permit Type: Residential Miscella Permit Dt: 12/21/2010 Expires: 12/21/2011 Address: 3430 SIMMS ST Parcel Cd: 39- 282 -05 -071 OWNER: 1st American Bank Address: 3430 Simms St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: DUE PAID: Zone Cd: Unassigned DU: 1 SetEacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: KNIGHT SUB Annex DL Right: 0.0 Cant Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOE DESCRIPTION: Rebuild of front and back porches FEES QTY DUE PAID: Permit Fee 20,000.00 362.80 362.80 Plait Review Fee .00 235.82 235.82 Total Valuation 20,000.00 .00 .00 Use Tax 20,000.00 360.00 360.00 ---- - - - - -- --- 958.62 - - - - -- 958.62 CONTACTS: OWNER 1st American Bank 3430 Simms St Wheat Ridge CO 80033 3036946464 go CL2 R.D. Simmermon A Company Inc. R.O. Simmermon B25 E. Speer Blvd. Step 100 -C Denver, CO 80218 3036989116 PARCEL INFORMATION: 10 Structure Type 2STY 20 Year Built 2008 30 Property Type REBID PERMIT CONDITIONS: SS: Approved. Zoned R -1. Subject to field inspection. KC: Approved per red -line notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Muncipal Codes. Subject to field inspections. APPROVALS: Reg Apprv'1 Date Approver Note -------------------- - -- - - - - -- ------------------------ Zoning 12/21/10 SS - - - - -- ------------------------------------ ----------- - - ---- REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 12/21/10 Approved and given to KC for review 12/21/10 CREATED FROM APPLp 10 -0430 12/17/10 Given to BB for review. INSPECTION INFORMATION: N TYPE CONTRA CALLED CNCL WHO REQ DT INS DT STATUS 1 FRA:Framing Inspection 10 -0223 01 /13/11 no KC 01/14/11 01/14/11 COMPLETE 2 rof:ROOf Inspection 10 -0223 01/27/11 no KC 01/28/11 01/28/11 COMPLETE 3 BFI:BUilding Final Insp 10-0223 03/01/11. no KC 03/03/11 03/03/11 COMPLETE INSPECTION RECORD Occuaancv/Tvae ®'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site A Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR NITIALS COMMENTS: I Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical Heating (Underground) iR F1 nnR ROUGHS Sheathing - --------------- - - --- - Lath /Wall tie Drywall Screw Mid -Roofs - Electrical Service y Rough Electric - Rough Plumbing Gas Piping INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Rough Mechanical "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION SY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. framing j.. ✓t - --------------- - - --- Insulation Plumbing Drywall Screw Mechanical FINALS Electrical Plumbing Mechanical Roof y Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION SY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER • CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE I Inspection Type Job Address 57° Permit Number >e7.z i74 DO NOT REMOVE THIS NOTICE CITY OF m Inspection Type tzisrr.Il 6vl— Job Address 3�3a Permit Number t. ❑ No one available for inspection: Time i. Re- Inspection required: Yes No'_ - When corrections have been made, call for n Date: 1 20,41 Inspector: DO NOT REMOVE THR EAT RIDGE 1.5' AM /PM ection at 303- 234 -5933 TICE r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235-2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type .5 Job Address gY7y Sw at ST Permit Number `0;? R �A O Pax,_ --# o No one available for inspection: Time �'. AM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303- 234 -5933 Date: 4 11V III Inspecto DO NOT REMOVE THIS NOTICE City of Wheat Ridge �rr ►/ Residential Miscella PERMIT - 102790 PERMIT NO: 102790 ISSUED: 12/29/2010 JOB ADDRESS: 3430 SIMMS ST EXPIRES: 12/29/2011 DESCRIPTION: Add egress window in basement of home under construction * ** CONTACTS * ** gc 303/698 -9116 R.D. Simmermon owner 303/694 -6464 1st American State 10 -0223 R.D. Simmermon & Company Inc. ** PARCEL INFO ** FEES ZONE CODE: UA USE: UA SUBDIVISION: 0662 BLOCK /LOT #: 0/ ** FEE SUMMARY ** Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 204.30 13 2 . 8 Ca/{ -Lb k .00 171.00 508.10 9,500.00 DM Conditions: Wet - stamped letter of approval from engineer of record required prior to final inspection approval. Subject to field inspection. as I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described aAdapproved in conjunction with this permit. I further attest that I am legally authorized to include all entities named w' i this c e as parties to the work to be performed and that all work to be performed is disclosed in this document or its' ac m hying approved plans and specifications ' z _ 3, Signature of OWNER or CONTRALTO . (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 1 2. This permit shall. expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. 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 app 'cable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspec Signature of Chie/Auil6linq Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of R heat \ e COMMIJNITI' DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Dater Plan # Permit # // Office: 303 - 235 -2855 ` Fax: 303 - 237 -8929 �i Inspection Line: 303 - 234 -5933 Building Permit Applicati property Address j Property Owner (please print): Phone2. e Mailing Address: (if different than property address) Address: � -2 S F S f L l stv lGb City, State, Zip: D o4 v-PY / C gC12 J t Contracto : )D C G Contractors City License M Phone: Ka 5 - 6q S � J Suontr�ctg ✓rs Electrical: Plumbing: Mechanical: City License # City License# City License # Desert »'tton�twork� 1 G �fi "�S �(''Ovvt fix' / S 7 k1l el Contract Value: Revi ee (due at tips of submittalf. Ay Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application.. CIRCLE ONE: !r (OWNER) ry �CON�TRACTORi r (AUTHOR/ZED REPRZ77 I / �E / / / , nj OWNER) (CONTRACTOR) PRINT NAME: "`�qA} t! J) "nW?ryf^( SIGNATURE: r. DATE: i> ✓ ✓.✓ ) '✓ )x 1 ,-:, '-�`:> r k )<" r r;,✓ "mod / // DEPPtR7MT USA ONLY( s, r rz r , x rx� ✓ ZONING COMruJENT"'.S4��yr s / y 'x " %�n l �. y'�i�r !<� -'y, s r� ✓ '' ,C' i � r �,zOnln9 r.�Gi ".r ' rl s, ✓ �" > H� �� � �: r,� fi {' mss' ✓ "` = �.,� �� a 3 ��"�'Y� .C� 'r J .-.:'I � r F r ROV BWer/ � � � v iz s '. � r ✓tom � � � f w .1tY - r �� r s 2 ,r�� n rr��+ � �✓`�✓'^ s Jf -y � � ra ,, / /^'i� ?'r, 1', 7r. , ✓lJ /,✓'y U'i l �h fr .SE^ {J/.`. y,: /� S � C /i f , Bl1,ILD7NG CO ENS � `✓ r � Jy �` �:fa s r.- :; � r"l�"`r� , �" r'Cz, ��� ,✓r r ,-%° \� �.: /v- �et71eW8r rs' ✓ ✓ r,. � /� c y) r /,� l' rtiry yx S' r .�^r£r r �' � ✓ ✓ Y Y`. i�.,r s'`+ ✓ . s r ✓ ✓,r�M y� "' 1:`; �� °�✓�,,./�� �' r � ✓� / ✓ ^y .✓ „ � ) u: .i �s J �xs G uS a =,�',, � r 1 4'r �, - yr t ,% .- ✓ ^l i �' ✓° Sri "' >? ✓✓. r T � s W 4�^h° / r i x � y. �� � . � S � i Pb ✓ , v, Gr / .✓` n � a � j� e /'��y ry :c 3 r . � ;.- 5 �..y 5 7�r)��� -��, ,/l^yd' y .,w` ,-;' r.,' / � ..:r ✓ la �ir.� i y „ a, 3 ,! y � ,� r ,v : ✓�' ) e C / r ,' r•xY>rxar s' � ^e s r l s�"'sj T ..- 3f'a -/ r a C. + y �i � . r r !�7 '^ ✓ N.. r �,2r n er /rs^'r ✓1' "!r �'e� r "*'�>'Y iy >..� r ✓�5 \� r ,�: . r✓ r > ✓r l t le i f ./> � � i�e'� 3 � +Yt',��n�x err ✓"��J`5 y 'u"� r x u / fix" r 2 ✓ ✓',: eta? l � �: ,i � N 2 .' S 5"F.,> r�s-, ," y r^ e > n ✓. ( P� LtC�NI ReySeWBMMENT&1 ,�✓�`S�sry,f/''r; r ✓ ,r r � t �1 ^ ,'� r yf ,2 a i }FIRE DEPARTMENT, ❑ a�preVgd W� COI tlpprOVed ❑ n0 ieV1�yJ'1' @gUlfed ; Bldg ValuBtlOn $ h r " ' City of Wheat Ridge 1� Residential Miscella PERMIT - 102770 PERMIT NO: 102770 ISSUED: 12/21/2010 JOB ADDRESS: 3430 SIMMS ST EXPIRES: 12/21/2011 DESCRIPTION: Rebuild of front and back porches * ** CONTACTS * ** OWNER 303/694 -6464 1st American Bank gc 303/698 -9116 R.D. Simmermon 10 -0223 R.D. Simmermon & Company Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0662.._i BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PR V 20,000.00 FEES Permit Fee 362.80 ,�j;�- ��;Gjz{�F Plan Review Fee 235.. 8 Total Valuation .00 Use Tax 360.00 D M ** TOTAL ** 958.62 Conditions: SS: Approved. Zoned R -1. Subject to field inspection. KC: Approved per red -line notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Muncipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work desc 'bed and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities n ed' w' t s docunNt as parties to the work to be performed and that all work to be performed is disclosed in this do // an �_ t d/ r s' accompanying approved plans and ape j fications. 2 of OWNER or( CONTRACTOR )Circle one) Date 1. This permit was issued based — MP Ehe information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall. expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. -3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired - permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inso ®cta& Signature cf��C1Ti9f/Building Offical Date INSPECTVON REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. y Ctty of i Teat �1Ce COMMUNn - Y DWELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Date: ( � � { r) Plan # ( � - C' l3 () '. Permit # '' 1 )�J-ct Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application P_r "operty Addres "s_ _1 �� "71 t'L 3 Property Owner (please print): /S / S !L &e Phone,. i63 Mailing Address: (if different than property address) Address: City, State, Zip: Ceiltracfar`: -D S j M e et — t. C d- a, Contractors City License #: Phone: 26 1 D l r 941*00944 rs: Electrical: Plumbing: Mechanical: City License # City License # City License # Discrl t o l tk P C C Cont r V lue: dJ ' CA C f $ Review Fee f due at time of submittal): Squares BTU's Gallons Amps Sq Ft. 8 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate;. that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) o (AUTHORIZED REPRES ATI o (OWNER) (CONTRACTOR) PRINT SIGNATURE: ! v DATE: `- 7 / �r J r r' J^' v / J /f�rr ._', ��fif'S':vr,.�" Uf + c r. F�"'r ='Y✓a ar JS ' Syr ^2s j°'wr s ZONIfJG COMMENTS �/i7J � ��,,.. G.p^+c u✓/ ✓ �p`rs / .� � ��� . ✓= t� r r � 5''.. � 35✓ 5 ,' �'�y i ; < "_ r ZOn�g r>�J,ro(C <rJr6JF`'S ./ itN -,/rt r '�`2': �zr � h�"-„y �. .rJ / ^' ✓ y J J2eVIeWerj � ^+ 5�.ui"d �„ � `i.� hJ �� ✓ 7 .z` 4 r �� �z� ✓ �� � � FE.n � ✓ til : � „ r> ✓ r ��6r ✓ l' s r<�'7� ��Y b�U ✓^ .' � ✓�..`�"r i rv/ 'G `v feu�r'; Y� y .^c � ,„;"" �BUILbING DEPARTt�ENTCO MEN S �'"� °�' � i s i ri� �' � ✓J�.1�� ase � ✓ .r l S+�� ���r���I�'�� ✓ E s c �y k ��Hr r ✓ �r R�e�/IBWer� S r ', vF����Y` « r !lfj+ rru F � �JYr ✓ Jr t� ✓ � Y�i ��1 / � a e' n ? r r ✓ J! ✓ .,� ` ,'�' '', l ��/ / �""„ ) r �, s✓r ^v?iJ �' ✓�j 'ri 'n r s/'S � � , J1 e . v^ � � t" av��Y v r� � r / r� J.£z"`���J� �"a�� �s 7�iJa✓'lPJ� 'rK �6 ti�Y"' J ✓ si l S"'� r l' p J � J - J� z n r)�^: rl�"��'° r r r ��s, � �2 ai �' :�'lr�aiJ J' '' �✓ r^ � r 1 >J r i r JJ i - �^z X C /yF l my y r /y✓y . ) � l ,y✓ � /�, rr r i ;� J j r J� 3�J`ra �. , �"'�'L ?!J'U4"Ceii- f= '�,iY✓"X. r .ra`? - rf'r ��"' rsyJ.C� i�� hU61,(C WORKS COMMENTS "Nz.� , aS r' x � r/i ri Sz "J" r `�u y h+' /� � OCOUP NCY r Z i , r2 �lJi i A � � R0'vIBWe7' � � Ir7 �' , < �$FJ r J � �> ✓iJ /,r Jai" J ✓ . ��� .. �F,? 3 �� ��� � , �;.: F FIRE oEPARTMENF ❑ approved w/ comments b�disapprov'ed 17 no reVlev✓ 2�l Ire7 ' Bldg VelUaflOn $ ��i ��� ♦ 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:'' � 0 w �� ire_ 5 v Ice Job Address: S�17 0 �Krs s Permit Number: /02_',h 9Sl ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes When corrections have been made, call for re inspection at 303 Date: Inspecto DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge Residential Electric PERMIT - 102678 PERMIT NO: 102678 ISSUED: 12/02/2010 JOB ADDRESS: 3430 SIMMS ST EXPIRES: 12/02/2011 DESCRIPTION: Move temporary power pole * ** CONTACTS * ** owner Owner /Occupant sub 303/307 -4949 02 -1693 Ideal Electric Inc ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0662 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 500.00 FEES Permit Fee 26.50 Total Valuation .00 Use Tax 9.00 ** TOTAL ** 35.50 �- Conditions: Must comply w/ 2006 IRC & 2005 NEC. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest 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 d ment and /or 'ts acco pa ing approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature Building Offical Date INSPE 0 EQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUE S MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Ery �.( .ik'{ll�,l lA i �1P.t41 "[ Building 8, Inspection Services Division Perrxlir # J 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234 -5933 Building Perrnrc / Application PropertvAddress; Property Owner (please print): Phone: Mailing Address: (if different than property address) Address: City, State, Zip: `Contracfior: Contractors City License #: Phone: 'dub �ottfv ^actt��s Elect Plumbing: Mechanical: City License # / City License # City License # t escritAi0%rt ofw rk Contract value: $ eview Pee (due at time of submittal):. Squares BTU's Gallons Amps Sq Ft. O WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT t hereby certify that the setback distances proposed by this permit . application are accurate and do not violate applicable ordinances, rules or regulations: of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner . or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER (CONTRACTOR) l J PRINT NAME: fv! /C /�f?Cp / �/ SIGNATUR DATE: a Bldg Valuation: $ " ' City of Wheat Ridge .rr ►/ Residential Miscella PERMIT - 102173 PERMIT NO: 102173 ISSUED: 09/15/2010 JOB ADDRESS ;" 3430 SIMMS ST EXPIRES: 09/15/2011 DESCRIPTION: Foundation Remediation per Engineer report * ** CONTACTS * ** owner 1st Bank sub 303/698 -9116 R.D. Simmermon 10 -0223 R.D. Simmermon & Company Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0791 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 156,250.00 FEES Permit Fee 1,499.70 Plan Review Fee 735.8 l h Plan Review Addtiona 211.98 Total Valuation .00 Use Tax 2, 812.50 �'(�jZ1OFAC.I ** TOTAL ** 5,260.01 Conditions: KC: Approved per plans and notes on plans. Must comply with 2006 . IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules . or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and Z that_I ssu ell responsibility for compliance with the Wheat Ridge Building Code (1.13.C) and all other applicable Whew OrdZnar3os, fo?'work under this permit. Plans subject to field inspection. 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. - Signature f Building Official date INSP IO REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQU. STS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. y A City of WheatRidge COMMUNITY DEVELOPMENT Date: cic� ( Plan # I D Building & Inspection Services Division l Permit# 7500 W. 29 Ave., Wheat Ridge, CO 80033 01lice: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Prod rd ess j 3 Si mw? c, % f - y Property Owner (please print) Aryl , STo 412 fjew /L._. Mailing Address: (if 2 different than property address) Address: ' S 7 7 ® fi. C pe sce o l Pi-(r 1 }� `. W LL City, State, Zip: n V ee-6 w14a� l I l Q ej l P `J 'f5 9 Contractor: Electrical: 1� Plumbing: Mechanical: City License ' V City License # City License# �Qescrlution �of�work? T L) 4 deL J 1 0 logy 7o j I C4 �1 �/ Contract u g ��t). ©c>n - cl to " � Review Fee (due attim �pfsubmittal):.' 1d8 �Ir'RS � /a' ,q ✓�4�c Cs'r � /�E�� �?�. �j. Squares BTU's Gallons Amps Sq Ft g OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate: applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized . by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER (CONTRACTOR) o (AUTHORIZED REPRESENTAT VE) of (OWNER) (CONTRACTOR) PRINT NAME: d $ ° SIGNATURE: DATE: o-., m � � � �"" f�pP� �E r. LD��.p? .���i������i„����m s.e _i✓a, , ..n. wA� ..'� hz�.� . .� D�P,I�RY tr.�,� , u0���ve w�/ � t m�e t�„disapp��!e�dno ew�4w r & e y,;�, � , Bldg Valuation O - � �. �, �x��,' � ,.7''�lx ✓�r�`� "^��'���.,4�.e'd�.�'j� �r vsr� nsw,�.i s Citv License #: / 0 v a ;?- !;->, Phone:_ Z) 131 — G 7 X 9 // 09/17/10 15:23:47 City of Wheat Ridge Page bp340 -iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE - -- DESCRIPTION - - -- - - -- VALUATION- - - - - - -- -FEE - -- -USE TAX prm Permit Fee 156,250.00 1,499.70 0.00 rvw Plan Review F 156,250.00 974.81 —'�� 0.00 totva Total Valuati 156,250.00 0.00 0.00 use Use Tax 156,250.00 0.00 2,812.50 TOTAL VALUATION: 156,250.00 FEES VALUATION: 156,250.00 PERMIT FEE: 1,499.70 USE TAX: 2,812.50 OTHER FEES: 974.81 TOTAL FEES: 5,287.01 1 Sep. 15. 2010 12:32PM No. 6104 P. 1 R.D. Simmermon & Company Inc. Custom Hones, Additions and Historical Renovations 825 East Speer Boulevard, Suite 100 C Denver, CO 80218 Phone 303.698.9116 Fax 303.698.9198 simm r n@ westofflce.net www.simmermon.com FAX To: 2S'T Date: p '— Com an �, o From r' S' RE: , 4 o S Project: Fax #: 6 # Pages w /Cover: Message: o so- s '�' ; C, i /y U C] 41, s_ h 4! % SC' a �V b cns Ll 1V i �A Sep. 15. 2010 12:32PM F.XMUTIVZ STRUCTURAL SURVICF9 INC P. O. Box 522, Arvada, CO 80001 * 1 303 - 467 -3212 (Office) 720.920.9019 (Pax) Commercial Estimate Sheet Date: July 25, 2010 Contractor Name: R D Simmermon and Company 825 East Speer Blvd. Suite 100C Denver, Co 80218 303698 -9116 (office) 303-098 -9196 303 - 220 -3061 Cell (Roger) relmmanion(Mowestof8ce.n el Project Address; 3430 Slmins Street Protect Description A. Install 14 Hand Piers l3, Install 18 Machine Piers C. provide and install 26 repair brackets 0. Provide Find Install 0 now construction pler caps E. Excavation perpier Project Costs: A. Machine Plere 16 Qrj $ 460.00 each B. Hand piers 14 0 $ 650.00 each C. New Construction pier head @ $ 50.00 each D. Repair brackets 26 @ $ 200 each E, Exoavatlon per hole 26 @ $ 50 each $8,100,00 $9,100.00 $300.00 $5,200.00 $1,300.00 No. 6104 P. 2 Project Total: $24 ,000.00 Project Payment Due upon Completion Project Notes: A. Cost per piers based on maximum 20'. Additional cost of - \ $15.00 per foot beyond 20'. B. contractor responsible for plot placement. �bv C_ Concrete removal by others D_ Not responsible for landscaping damage for machine )'0 access. E. Contractor to provide name and phone number of r✓1 ",'f1.r . Engineer of Record In order to echodulo pier Installation inspection. Cost, If for Inspoedon Included. O�j S' any, pier not James Jones -Pre s/dent contmctor Date Fxecudve sWClural Dale Price valid Yor45 days Past due Accounts will be charged 11/2% interest per month on unpaid balance. Annual interest rate of 18 ° /6. All Costs associated wkh collections, If necessary, Including attorneys fee'a will be the responsibility of contractor TO /10 30Vd - 1VNA113Mf1S 3AIIFK)3k3 6T060Z60ZL TZ =90 800ZIbZ /60 Sep. 15. 2010 12:32PM No. 6104 P. 3 9961 Titan Park Circle, Littleton, CO 80126 303 -471.1155.303. 471.7369 (fax) • www.rmssco.com Date: September 9, 2010 Proposal Number: 10 -0210 Proposal Submitted To: R.D. Simmermon 825 East Speer Blvd, Suite 10C Denver, CO 80218 Terms of Payment: Net 30 INCLUSIONS: Work To Be Performed At: 3430 Simms St. Wheatridge, CO Option # 1 Based off dark colored locations on plans provided by high Plains Engineering. 1. One mobilization to site as included in base bid amount. 2. Removal of footings at each pier location in order to mount foundation underpinning brackets. 3. Furnish and install 32 helical piers with a bid depth of 25'. Helical piers will be in accordance with AC358, hot dipped galvanized and ICC Code approved. 4. Furnish and install 16 MacLean Dixie underpinning foundation brackets 5. Furnish and install 6 new grade beam bracket attachments. 6. Form and pour 10 new concrete pier caps at deck location and center pier locations for monoposts, TOTAL $ 36,800,00 EXCLUSIONS; Additional inspections fees, costs of design engineering and any associated design engineering costs are excluded. Layout of pier locations to be excluded. Excavation of any soil, rock, frost or removal of underground water, import or export of any materials not specifically stated above. Not liable for any underground utilities not identified by location service. Page t Initial Initial PDF created with pdfFactory Pro trial version www.r)dffactory.com Sep, 15. 2010 12:32PM No. 6104 P. 4 ALTERNATES: 1. Add for additional mobilizations if required. $ 450.00 2. Add for overrun footage installed in excess of specified 25' bid depth. $ 25,00 ft. 3. Add for each additional pier required based upon engineers $ 1,150.00 recommendations during further excavation procedures. This will include the installation of underpinning bracket at each pier location. 4. Add for the remainder of all piers on plan to be installed with required $ 132,500.00 brackets. NOTE; THIS PROPOSAL MAY HE WITHDRAWN IF NOT ACCEPTED WITHIN 30 DAYS Estimator: RMSP, Inc. Accepted by: Shawn Weller Date Date Delinquent accounts will be subject to a nuance charge of 1 %% per month. Owner to pay all cost of collection and attorneys fees. L& Page 2 Initial Initial PDF created with pdfFactory Pro trial version wvvw.pdffactory.com FIRST AMERICAN STATE BANK 8390 EAST CRESCENT PARKWAY, SUITE 100 GREENWOOD VILLAGE, CO 80111 (303) 694-6464 FAX: (303)694-4429 December 12, 2008 City of Wheatridge Community Development ATTN: Melissa Mackey 7500 W. 290i Avenue Wheatridge, CO 80033 First American State Bank is the lender on the PJK property located at 3430 Simms St. Please forward a copy of the original building permit that was issued for the construction of the residence and the swimming pool to my attention at your earliest convenience. Thank you, First erican State Bank iper Pierce, Loan Assistant ~'m FIRSTAMERICAN Pipc[msv ~ieNLe y. Luan 'Assiseant'.> 8390 Ensr 1.'IILr, trr Pnt~[sr C`neea~~-aw k 1 1-1;1311. C;vL 31 lz gp~ t i 303/(9,'-6,G4-"- FAX 3 i73JG94.9g22 phnuu.4ria~balc6.c.,m Letter Example with FASB Letterhead First American State Bank page: 1 of 1 II I I II II II II I I II IIII II! II D $01 000 2006096764 TO AFTER RECORDING RETURNTO 08/08/2006 11:07:44 AN 8 Page(s) FIRST AMERICAN STATE BANK Jefferson county, Colorado 8390 E CRESCENT PARKWAY STE 100 GREENWOOD VILLAGE, CO 80111 State of Colorado Space Above This Line For Recording Data ~0 REAL ESTATE DEED OF TRUST n With Future Advance Clause) 1J ❑ This is a Revolving Credit Arrangement I DDD IIII 1. DATE AND PARTIES. The date of this Deed of Trust (Security Instrument) is 07.18-20OG and the parties, their addresses and tax identification numbers, if required, are as follows: GRANTOR: PJK, INCORPORATED, A COLORADO CORPORATION 3391 OAK ST WHEAT RIDGE, CO 80033 ❑ If checked, refer to the attached Addendum incorporated herein, for additional Grantors, their signatures and acknowledgments. TRUSTEE: JEFFERSON COUNTY PUBLIC TRUSTEE LENDER: FIRST AMERICAN STATE RANK ORGANIZED AND EXISTING UNDER THE LAWS OF THE STATE OF COLORADO 8390 EAST CRESCENT PARKWAY SUITE tog GREENWOOD VILLAGE, CO 80111 2. CONVEYANCE. For good and valuable consideration, the receipt and sufficiency of which is acknowledged, and to secure the Secured Debt (defined below) and Grantor's performance under this Security Instrument, Grantor irrevocably grants, conveys and sells to Trustee, in trust for the benefit of Lender, with power of sale, the following described property: LOT 2, KNIGHT SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO AND TRACT A, VALLEY BROOK SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO. The property is located in JEFFERSON at 3430 SIMMS STREET ICOUntyl WHEAT RIDGE , Colorado 80033 (City) IZip Code) COLORADO AGRICULTURAUGOMMERGIAL REAL ESTATESECURITY INSTRUMENT (NOT FOR FNMA, FIILMC, FIIA ORVAUSEAN UTIFCN CONSUMER PURPOSES) (page l of 8/ L-1o 91991, 2001 aankors Sysmma, Inc., Sr. Claud, MN Form ASCU RESI-CO 1212QI2002 9 ^t s 1 ~ TII~~B PERMIT NO: 061044 ISSUED: 11/01/2006 JOB ADDRESS: 3430 SIMMS ST EXPIRES: 03/11/2008 DESCRIPTION: eingle family residence CONTACTS owner 303/435-0064 Patrick Koentges . SUS 720/922-9297 BART & SPNDRA DEAN 07-0189 BTC ELECTRIC, LLC PARCEL INFO ZONE COIIE: R-1 USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ EEE SUMMARY ESTIMATED PROJECT VALUATION: 730,408.00 FEES Engin. Review Fee 150.00 Grade/Fill Permit 37.00 . Permit Fee 5,631.53 Plan Review Fee 3,660.49 Total Valuation .00 Use Tax 13,147.34 TOTAL 22,626.36 Comments: ELECTRZCAL MUST MEET 2005 NEC SUBJECT TO FIELD INSPECTION . i hereby certify that the eethack dietancee propoeed by thie permit application are accurate, and do not violate applicable ordinancee, rulee or regulatione of the City of Wheat Ridge or covenante, eaeemente or reetrictions of record; Chat all measuremente ehown, and allegatione made are accurate; that I have read and agree to abide by all conditione printed on this application and that I aeeume full reeponeibility for compliance with the wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinancea, for rrork under thie permit. Plane eubject to field inepection. Signature of contractor/owner date 1. Thie permit was isaued in accordance with the prwieione set forth in your application and is eub]ect to the lawe of the State oE Coloradoand to the Zoning Regulatione and Building Codes of Wheat Ridge, Colorado or any other applicable ordinancee of the City. 2. Thia permit shall expire 180 days fzom the ieeue date. Requeete for an exteneion muet be received prior to expiration date. An extenaion may be granted at the diecretion of the Building Official. 3. If thia permit expiree, a new pexmit may be acquired for a fee of one-half the amount noxmally required, provided no changee have Deen or will be made in the original plane and epeciEicatione and any euepeneion or abandonment haa not exceeded one (1) year. If changea have been or if euapeneion or.abandonment exceede one (1) year, full feee ehall be paid for a new permlt. 4. No work of any manner shall be done that will change Che natural flow of water caueing a drainage problem. 5. Contractor shall notify the euSlding Inepector twenty-four (24) houre in advance for all inapections and shall receive written approval on inepectioncard before proceeding with eucceeaive phaeea of the job. 6. The ieeuance of a permit or the approval of drawinga and epeciEicatione shall not be conetrued to be a pexmit for, nor an approval of, anyviolation oE the provieione of Che bullding codee or any other ordinance, law; rule or regulation. All plan review ia eubject to field inepectione. Signature of Chief Buildin9 Official date INSPBCTION RBQIISST LINBz (303)234-5933 BUILDING OFFICE: (303)235-2655 REQUESTS.MUST BE MADE BY 3PM.ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~6 City of Whe at Ridge 4 Res Pk New SFR PERMIT - 061044 , , . -~~j s1O n , 71 PERMIT NO: 061044 ISSUED: 11/01/2006 ow~ ~ JOB ADDRESS: 3430 SIMMS ST EXPIRES: ~ DESCRIPTION: single fam ily residence ~ a. 'IZ c. * * * CONTACTS * * * ~ C~y owner 303/435-0064 Patrick Koentges * * PARCEL INFO * * ` Q' x va y ~ ZONE CODE: R-1 O USE: UA SUBDIVISION: UA . . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 730,408.00 FEES Engin. Review Fee. 150. 00 Grade/Fill Permit 37. 00 of Wheat Ridoe PRESCRIPTNE ENERGYCODE City Permit Fee 5,531. 53 _ BOILERSIFURNACESAMINIMUMOF90XAFUE Plan Review Fee 3, 660 . 49 GAg yyATER fiEATER8 A MINIMUM OF.60 ENER(iY FACTOR Tota1 Valuation - o o ELECTRIC WATER HEATER.4 A MINIMUM OF.83 ENERGY FACTOR use Tax 13,147 .34 aETBACK TMERIIOSTAT REGUIRED (EXCEPT HYDRONIC HEAT) TOTAL 22,626 .36 R-21 WALL.a • R-M CERINGS • R-19 CRAWLSPOM Comments: 16- Reviewed by MR,CR, DFB L ~ Subject to field inspection , Need electrical plans, cannot have a basement in the flood plain, swimming will need separate permit, subject to 2003 IRC, 2002 NEC Need flood elevation cert. prior to issuance of C.O. Drainage Cert. required prior to issuance of C.O. i hereby certif that the setback distances proposed by this permi[ application are accurate, and do not violate applicable ordinances, ru e ot aegulations of the City of Wheat Ridge or covenants, easements or restrictions of record; Chat a11 measurements own, and allegations inade are accurate; that z have read and agree to abide by all conditions printed on this application d that I assume full responsibility for compliance with the Wheat Aidge Building Code (I.B.C) and a11 other applicable eat Ridge Ordinances, for work under this permit. Plans subject to field inspection. ~ . .,-z. CJe s:,.nar~,rP F rnnrrw _ r/nwner date 1. This Iermit wae i99ued in accordance with the provisions set forth in your application and is subject to the laws of the State of ColoYado and to the Zoning Regula[ions and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit ehall expire if (A) the work authorized is not commenred wi[hin sixty (60) days from issue date or (B) Che building autho=ized is suspended or abandonetl for a periotl of 1ao days. 3. If this pexmit expires, a new permit may be acquired for a fee of onehalf the amount normally required, provided no changes have been or will be made in the original.plaas and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any ma[uier sha11 be done that will change the natural flow of water causing a drainage problem. s. coneraceor shall noti£y the euilding Inspector twenty-four (24) h0uT5 1R ddVdI1C2 ~tj`1T dll inspections and Shd11 IeCe1Ve rieten c~ approval on inspection card befoxe pYOC22diRJ w1t11 SllCC2551VE p}1d5Cy Of the ~~b. e. xne issuance o£ a permit or the~~ of drawin Ippzo.,ai of, y;ola . n 9s and specifications shdll nOt be 5 Pl an ~e~ ao ea is1°~ng oC the building code5 pY constTUed t ~e~aru~e of cn~et euany otheY ordinan O~e ~4 ,xlains of cal C ~T RE4UEST ON aate ~23a re4ula["n BUc AYIFOR INSPFICE:. ~ ECS20 h s) ofd~ye°1MdJ,dive/lin~~D Y. pipq ..'°DiiO set intuMiatip~ . ~~m ~ { ~~natructio~ "",++~[lpA, DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ![/Z! ~D~ ADDRESS 3~/90 Dear Contractor: In conjuncuon with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condiUon, as determined by City of Wheat Ridge Public Works Departrnent, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4/03 DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: I f L?- UC- Applicant: Tr., trt,i cl~ iLO-e vt <<,o~ Phone# 3n~ y35 oG~ y Location of Construction: 34V30 Siivl.vtg S`r Purpose of Construction: 15"frw Building Permit Value: Single Family --4X-_ Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ 100•6 b (For document processing) Single Family Residence Review Fee: $50.00 $ .5,0 •pp (For review of applicable technical documents) CommerciaUMulti-Family Review Fee: •(For review of eacisting technical documents) $100.00 $ •(For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Pemut Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: $200.00 (For document review and processing) . TOTAL REVIEW FEES (due at tim9y'ofbuilding permit issuance): $ /sD. Op PLEASE NOTE THAT IN ADDITION PERMITTING FEES REQUIRED FOIj Signature of Applicant THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND NSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Date KAFORMS & I,ETTERS\DEVELOPMENT FORMSNFee Structurc (68-04).doc Rev 6/04 oF WH~TR DEPARTMENT OF PUBLIC WORKS SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW coLORP~o Date: ll A/,L fQ Location: 3q3o SiinrtZ ST.e6~'T ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted applicadon documents to consvuct a__ &S' . to be located at the above referenced address. Please note the summary comments below. 1. Drainage: a. Proposed Grading/Drainage I.etter & Plan required: Yes _ No b. L,ot drainage/grading to be reviewed by Building Division: c. Site drainage/grading plan has been reviewed and is: _k OK _ Not OK; refer to stipulations. 2. ✓ Public Improvements to be completed: a. sueet paving/patching: Yes ✓ No b. curb & gutter: Yes _,,~-No c. sidewalk: Yes ✓ No If not, the amount of escrow taken: $ 1500. Items escrow is taken for: GFG. S~. AS.~tiHi-T P~iflqdl+- Has Escrow Agreement been executed: _ Yes _ No 3. State Highway Access Permit needed: _ Yes _ No 4. ✓ Dces all existing roadway/alley R.O.W. meet the standazds of the City: _ Yes _ No If not, what is requested: If R.O.W. is required, has the deed been received: _ Yes _ No 5. 4/ APPROVED: The Public Works DeparUnent has reviewed the submitted material and hereby approves this Pernut Application, subject to the above and/or attached stipulations. «jj.1aG Signature David F. Brossman, P.L.S. Date 6. NL 4+ NOT APPROVED: The Public Works Department has reviewed the submitted materiai and does not approve this Permit Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Date 7. ✓ Stipulations attached: _ Yes i/No 8. ✓ A Drainage Certification I.etter is requ'ued prior to the issuance of the Certificate of Occupancy (C.O.) 9. ✓ NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standazds by the Permit Applicant prior to the issuance of the Certificate of Occupancy. pt~u #cio -diS3 F WHEAl o P o U ~~LORP~O City of Wheat Ridge Building Permit Number: Community Development Department Date: 4.N.Ad. i VLE XA'A •L{' T!'O 6N -LAAH,LIR. PRffF FE .ESYFI P[':RMITNEPp1~I1~ATI4.A.A! Property Vwner: Property Address: Contractor License No.: Company: 3y3o s(rrrrs la qS`k ~ Phone: 3_4 3 S' d°<° Ll Phone: 3' 43,5_' do" OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Dept. Valuafion Figure: $ I hereby cedify that the setback distanc proposed by this permit application are accurate, and do not violate applicable o inans, rules or regulations of the City of WheatRidgeorcovenants,easements restriccetionsofrecord;thatallmeasurements shown, and allegations made are acc te; that I have read and agree to abide by all conditions printed on this applica' and that I assume full responsibility for compliance with the Wheat Ridge B ~ ing Code Q.B.C) and all otherepplicable Wheat Ridge Ordinances, for work under s permit. Plans subje=t to feld inspection. (O W NER)(CONTFiACTOR)'. .s3 Permit Fee:$ Plan Review Fee:$ e Taac: Total:$ Use of Space (description): Description of work: Coyti5;-T2ve,T tfe~- 51n`"Le ml~~ ~a~~• o~ Sq. Ft. added 71G G y/~'~ DEPARTMENT USE ONLY SIC: COMMENTS: ~ v Approval: Zoning: / G COMMENTS: Approval: /O(p , IC WORKS COMMENTS: Q.~C !L N ~~/L1 Approval: S~ *77_4-C4~ $7f4e_9_= ff' D2A~~.u.vac Gt-7C~'• S<LAu- D c DEPARTMENTCOMMENTS: {SSJI~I.C~ QF G~-O. Approval: Walls Roof: Stories: Electrical License No: Company: Plumbing License No: Company: REC~Wep ~F", . r ' d. . :.~...~Lj sidentiel-0+1its Mechanical License No Company: Expiration Date: Expiration Date: Expiration Date: qpprovaP Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulalions and Building Codes of Wheat Ridge, Colorado or anyother applicable ordinances of the ciry. (p) This permif shali expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the orig inal plans and specifications and any suspeosion or abandonment has not exceeded one (1) year. If changes have 6een or if suspension or abandonment exceeds one (1) year, full fees shall be paid fo r a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a dreinage problem. (5) Contractor shall notify the Buiiding Inspector twenty-four (24) hours in advance for all inspections and shall receive written - approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be conslrued lo be a permit fnr, nor an approval of, anyviolation ofthe provisions ofthe building codes or any other ordinance, Iaw, rule or regulation. All plan review - is subject to field inspections. Chief Building Official °F wHEArP City of Wheat Ridge Building Permd Number: Community Development Department Date. ~o~oano~ UIL.CGLl.r A[wD TWO-FA.tClILY g .SD i.F.[.Re.XF.E.t r {.F PE.AR..MIX ~~PLI~~ ~~ON Property Owner: N"Mi`t~ Property Address: 343 C) S l M N S Contractor License No.: tc~ 4 5`~ Company: 4e v-f OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Dept. Valuation Figure: I hereby certify that ihe selback distanc proposed by this permit application are accurate, and do not violate applicable o inances, rules or regulations of the City of WheatRidgeorcovenants,easements restrictions of record; that all measurements shown, and allegations made are acc te; that I have read and agree to abide by all conditions printed on this applica' and that I assume full responsibility for compliance with the Wheat Ridge B i ingCode(I.B.C)andallotherapplicableWheaf Ridge Ordinances, for work under s permit. Plans subjeft to field inspection. (O W N ER)(GONTRACTOR): V 2lUC: $ Permit Fee:$ ~3~ • 1133 Plan Review Fee:llil U e Tax: d~jilCl Ti TOtal:$ a S Use of Space (description): sr r'r~ltR<r+~ tl~ X'Je^` t~ 1rtc-~ ~'n<<F Fio~ Description of work: ~~w S ~ n, fM Sq. Ft. added ~ Sw, ~+.,Y,~ rq pxi w,d Nlwd s~ lr~ BUILDING DEPARTMENT USE ONLY COMMENTS: Approval: Zoning: G COMMENTS: 5.3.yN1y~ 1v15_ CA1 ~•~1 i%1 ~ I Approval: GrYNS T~ /nVO 1J ~t•,,,~~$GYNCKV GiII~ ~N'~ 1 ~ tn1SrK~'ai`. ~_y n~ WORKS COMMENTS Approval: - DEPARTMENT COMMENTS: Approval: Walls: Roof: PLA.o # o~, - vis 30 Phone: 3' y j S 00 C y Phone: 3' a-t 3S' y 5a,135~ e G°"'1 ZO~ rj8c~ ~ '~Ira .55, (089' Sq. Ft.: . Q {~1~ L'°rd r~ Stories: Residentiel-041its: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval' Approval' Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of ihe City. (2) This permit shall expire if (A) the work authorized Is not commenced within siuty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permli may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1)yeac Ifchangeshavebeenorifsuspensionorabandonmentexceedsone(1)year,fullfeesshalibepaidforanewpermit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall nolify the Building Inspector twenty-four (24) hours in advance for all inspections and shali receive writlen approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall noi be construed to be a permlt for, nor an approval of, any violation of the provisions offhe building codes or any olher ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official ~ ~ of WHEqTR CIty of Wh08t Rldg@ Building Permit Number: ~ c Community Development Department Dace: SINGLE AND p T6~6O-~.F~.~.k.aY roLOftPO~ m{'.6 ILR'.~'.4~.Nll' PE"I.R' ~PPLIC.A .R ..4 ON . ~ Property Owner: Y4T~~i~ t`l' Property Address: 3`00 S( N N 5 Conuactor License No.: la 45c\ Company: ~:,`:aa S Phone: 3"4 3S'0 0 6 CA Phone: 3'4 35-- 004 y OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setb; accurate, and do not violate z Wheat Ridge or covenants, ez shown, and allegations made conditions printed on this ~ compliance with the Wheat RI Ridge Ordinances, for work u (0 W NER)(CONTRACTOR): 'L'i Value:$ 53 Permit Fee: $ Plan Review Fee:$ se ax: TOtal:$ Use of Space (description): i't~l-' Fu m L< "e s 'dcnc Description of work: eoy,s-r2~c~i CEew stn°1e ^'iL F Ho~~ o~ Sq.Ft.added BUILDING Dp-ECOMMENTS: Approval: Zoning: N- COMMENTS: Approval: L ~ WORKS COMMENTS: Approval: USE ONLY Ft.: RECE[VED Sc"?? IRE DEPARTMENT COMMENTS: Approval: Occupancy Walls' Roof: Stories: Residenl-Uflits.. Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: ApprovaP ApprovaP Approval: 0) This permitwas issued in accordance with the provisions setforth in your application and is subjectfo the Iaws ofthe State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Cobrado or any oiher applicable ordinances of the City. (p) Thls permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the bullding authorized is suspended or abandoned for a period of 180 days. rovided no chan (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, p 9es have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) . No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contrador shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written -approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be constmed to be a permit for, nor an approval of, anyviolation ofthe provisions ofthe building codes or any other ordinance, law, rule orregulation. All plan review is subjectto field inspections. Chief Building Official Buildina Dept. Valuation Figure: $ F proposed by this permit application are nances, rules or regulations of the City of restrictions of rewrd; that all measurements e; thai I have read and agree to abide by all and that I assume full responsibility for 3 Code (i.B.C) and all otherapplicable Wheat ~rmit. Plans suhject to field inspection. pF WMEqT { Po APPLICATION FOR MINOR GRADING/FILL PERMIT " m C[ORP00 APPLICANTS NAME: IJcNTIL1C K I~-C~-E' i\ I G~-~ S eJ 1Li N(_ APPLICANT'SADDRESS: \6L'09FltAG'` _~A Lt 12- G'~z3 3 (Include City, te, Zip) ADDRESS OF FILL: Iv)1 m S S I W~ dDO,~ 3 DATE OF APPLICATION: I() 6 All permits shall be applied for through the Public Works Department. An approved permit is effec6ve for a period of one (1) yeaz from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement ojArticle II, Specified Nuisances, Section I S-l6 (4) of the City of Wheat Ridge Code ofLaws. NIINOR GRADING. EXCAVATION, AND FILL PERMITS 1-50 Cubic Yards: No permit is requued for dumping or excavation of ear[h materials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is onhatural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a pennit shall be requued under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. Ail applications aze to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A. Locarion and dimensions of all property boundazies and structures on the site. B. Location and extent of azeas to be filled and/or excavated. C. Location of existing and proposed drainageways, inigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross-section azea to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose far said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc. Permit Fees* 50 cubic yards or less 51 to 100 cubic yazds $23.50 _ dt$37.00 IOlto 1000 cubic yazds for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yazds for the fust 1000 cubic yards plus, for each additional 1000 cy or fraction thereof *Wheat Ridge Code of Laws Section 5-76. $37.00 $17.50 $194.50 $14.50 Y~- TOTAL s 31 All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and ofller penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 yeaz flood zone MUST COMPLY WITH WIEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONIlVG ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND Tf3AT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF TI3E CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMTT WILL BE KEPT IN MY POSSESSION gR PERMANENTLY ON THE JOB SITE. CITY OF WHEAT RIDGE: N[ t't C, Signature Owner's Signature (if different than above) ),ORMS & LE1"CERS\ APpS S pERMITW'^or Greding S Fill Permicdoc Rev 7105 lI IZI O Appr- ovalTllate Residenhal Worksheet Address: 3430 Zoning. V ' 1 Property in the flood plain? e S q. ft. Lot Width: i 5:7 -4 ft• Lot Size: I~ 3 a ss T i 14 Maximum Lot Coverage: Z~ % I4,q s O sq. fr. Proposed Improvemenu: House: Addition to House: _ Shed: _ Detached Garage: _ Existing sq. ft. House: sq.ft. Shed: sq. ft. Detached GaYa~ sq. ft. Other: / Proposed I.ot Coverage: (Total) % sq. ft. _ sq. ft. sq. ft. _ sq. ft. sq. ft. ~ Required Setbacks: FR 30 S Provided Setbacks: FR 0~c S Maxunum Height: 3S ft. Proposed Height: 31-, fr• S IP R (S ` G K- S oi-- R~ Maximum Size: lIsq. R. Proposed Size: sq. ft. Access Notes I For one and two-family dwellings, the first 25' of driveway azea from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similaz materials.. For all uses other than one and two family dwellings, no vehicle entrances or exiu may, be closer than 25' to any property lme, except when used az joint access for two or more lou. In residential aone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. pne and two-family dwellings may have horseshce driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. l,andscauine Notes ` For one-and two-family dwellings, one tree for every 70 feet of stree[ frontage is requ'ued. ] 00% of the front yazd and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: City of Wheat Ridge oF WHEqT ~ a Community Development Department ~ m Memorandum C~GORP~~ TO: Building Deparhnent FROM: Meredith Reckert SUBJECT: Permit #06-0183 DATE: October 13, 2006 In regard to the permit application for a single family residence at 3430 Simms Street, I need the following items: 1. Site data breakdown which shows total lot area, site coverage by structure, site coverage by landscaping and site coverage by drives and other hard surfaces. These figures should be shown in square footages and percentages of tota] site. 2. Provide a calculation of building height using the average of the finished grade of the four primary building corner elevations. 3. The property is comprised of two lots. Since the structure is crossing the common lot line, a consolidation plat will be required prior to the issuance of a Certificate of Occupancy. -3- d('0 ~ CITY OF WHEAT RIDGE CERTIFICATE OF WATER AND SEWER SERVICE AVAILABILITY Note to Applicant: A building permit wiil not be issued without this Certificate signed by the District or Agency supplying services. This Certificate expires one yeaz from date of approval by authorizin a ent. Job Address Date T74.cLA„ ~,c.LLEY &A.c;IL Lj~l Legal Description se 4C Lti1_ ccl `l Owner Telephone SEWER Nazne of Distcict: ~1 Individual Sepric Pemut Nvv V-.c. t.a rrva ~,,ta n~ 1)15~Oc4- - 'KSewer Service Available O Sewer Service Not Available Comments or Conditions:~ ~yj/ I h Aby t avai ili of service is as indicated above. ~ i Signature oTluthorized Agent Jefferson County Health Department (IF SEPTIC) Authorized Signature Date THEC N~OLIDA(TED MIJ.TUA "AATER COI~~NY Name of Distdct: CE'd 5C Qc'c n"R" 1 U.~'L ~ C' o orado Well Permit No. U Water Service Available ( ) Water Service Not Available Comments or Conditions: WATER SERVICE TS AVAILABLF, SIiR T T TO ['nT•tPT raNCa yTTZ: mUF COMPANY'S RULES, REGULATIONS AND.REQUIREMENTS FOR SUCH SERVICE. I I hereb~.sa~„ vai~~f s~ ice~'s as indicated above. Signa eofAu ' ~ge Date Jefferson County Health Department (IF WELL) Authorized Signature Date I i ,i p ~ g~ b Lsr O H L~A II~ f ' - 1 fli'. ~ tp I1~ i i r . i . ~ i i i - - 'li i ~y I ;5S ~I I . ; N II x ~ r ~ x _ ROUTT i _.__I I -=s , i , ..I . y ~ , ~ I It(~ ` ~ a ~ ~ ~ ~ x ~ P o z 0 a r a r g ~ ;:r ~ 9 a ! 6 A ~ ~ I~~~ 8 1 ra ~ ~ t{~ +^1 C i I t~ ~ ~ $ ~ • ~~i ~1~' ~ i ~ ~a • r~ ~161111'-~ Y ~ r ?4~ ~ i'" ivrpy~e i ~ . ~ IgIt I N f J (9 ~i 2 ~ 1 ~ 0 ~ ~ x v w D ~ x a z ~ m N ~ Za w ~ aaN ~.a C ~ .7 y O x S~x x v~~x G~cp ~ ~-~.=e7 r~°z"C7 NpMN ~ `pzxz a x o'0`~ c zv~m ~Mo m M~ n ~ 0 z I N -3 ~ F D ~ ~ \ , - _ _ - . w •o• - --_.-.--------SI11Y93TREE7'---- Ikwtunent proceasing fee If dc~cument is filed on pap~ r $ I ~ If da:ument is filed eler,tronicnliy S 10.00 Late fee if enlity is in delinyuent status If document is fileci on peper S 50.00 If document is filetl electronically g 20,00 Fee, & focros/cover sheets azz subjut to chunge, To Iile elcxVOnicaliv, access inswet[ons for this fortn/cover sheet and other information or print copies of Piled documents, visit www.sos.s[ate.co us and selec[ Business Center. Yeper documents muat be tyosµrittcn or mushine printed. Colorado Secretary of State Date and Time: 03/06J2006 11:03 AM Entity Id: 20041113199 Document number: 20061094297 AgpV e YPAIY FON 9YFICE USF UN:.1 Annusl Report filed pursuant to §7 -m-361, et seq. and §7-90-501 of the Colorado Revised Statutes (C RS) ID r.umbec 20041113199 Entity name: pJK, INCORPORATED Jurisdiction under the law of w:iieh the entity was T'onned or registeitid: You muet compkte Iloe l. C.OIOf8d0 Notice' Causing tltis document to t+e delivered to the xxretury uf state fur filing shall constitute the affirma[ion or acknowledgrtient of each individual causing such detivery, under penalties af perjury, that the document i: [he individual's ect und deed, ur that the individual in good faith believes the d«:ument is the act end cleed of the person on whose behalf the individual is causing the document to be delivered for f'iling, [aken in cvnfurmity with the requirements of pnrt 3 of ariicle 90 of title 7, C.R.S., the constituent documents, end the organic starutes, and that the individual in g«id faith believes the f'acts stated in the document ere we and the locwnent complies with the requiremenu of ihat Part, the constituent documrnts, and the orgunic statutes. 7'hi5 perjury notice appliey tu each individual whu causes this document to be delivered lo the see:retary af state, whether or not swh individual is named in the dceument xs one who has caused it to he deliverad. 1. Name(s) and addreaY(es) of the individuel(s) causing ihe documrnt Koentges Patdck to be 3elivered for filing: - - (LnsrJ fFVSf1 (M4idlaJ lS~u9 3440 Youngfield St., #412 ISneet wme and m,mber or Pout OJfwe Baz Infonn¢lioni Wheat Ridge CO 80033 _ 1Ciryl lNtal IPasm!/LfpCudei (Provl~u:e-IapplicaAlel fL'ounny-fnottfSJ (The lxianrnr m+ed na erom the nue namn uml utid,ma ~frn.+r Ihan onr InAlvlAva7. Haw,n, iJyou wuh to smu ;hu nume anJ address of wy addinonal indrvidmh cnwing tFr docur»snt N ee dafiwredjur frl:ng, mark fhu bax Q u'nd inchute an a(fachmenf smnng fhe npme and ndd,ese of sueh mdNidunla.) RfiPORI' Page 1 ot2 Rav. 616i2005 The printed portions oT this fomi, except BitTercntiatod additions, have been approrcd hy the Colaedo Reel Estue Commission. ('FD 72S-U4) [F THI5 FORA9 IS USED IN A CONSUMF.R CRF:DIT TRANSwCT1UN, CONSULT LFCAL COUNSEL. THIS IS A LEGAL WSTRUMENT. IF NpT UNDERS'TOOD, LEGAI„ TAX OR OTNER COUNSEL SHOULD BE CON5UL'fED BEFORE SICNING. DEED UF TRtIS7' (Due on Trensfer - Strict) T'NfS DEED OF TRUST is made this 18th dey ofJuly, 2006, between PJK Incorporated, a Colorado corporatiou ($omower), whose address is 3391 Oak Strcet, Wheat Ridge, CO 80033, and the Public Trustce of the Counry in which the Property (see paragraph 1) is situarod (Trustee); fw the benefit of RoQer E. Knie6t, (Lender), whose address is 3331 Routt Street, WheaY Ridge, CO 80033, Borrower and Lender covenant and agree as follows: L Property in TrusL Bortower, in consideration of the uidebtedness herein recited and the trust herein crea[ed, hereby grants end conveys to 7'rustee in trust, with power of sale, the following described property located in the County of Jetferson, State of Colorado: Loc 2, Knight Subdivision, County of JefTerson, State of Colorado. which has the address of 3430 Simms Street, Wheat Ridge, CO 80033, (Property Address), rogether with all its appurtenances (Property). 2. Nate; Other Obligatlons Secured. This Deed of Trus[ is given to secure to L.ender. A. the repayment of the indebtedness evidenced by Borrower's note (Note) dated Julv 18. 2006, ui the principel sum of One Aundred Thousand Dollars Md No Cents (5100,000.00) U.S. Dollars, with incerest on the unpaid principal balence from ~il ~ 18. 2006, until paid, at the rate of 0% percent per annum, with principal and interest payable at 3331 Routi Street. W heat Ridee. CO 80033• or such other place as the Lender may designate, in One payments of One Hundred Thousaad Dollars And No Ceats (U.S. fi 100.000.00 ) due on the nfa day of each n!a beginning n/e; such paymrnts ta continue until the emire indebtedness evidenced by said Noce ts fully paid; however, if not sooner paid, the entirc principal arsiount outstanding and accrued interest thereon, shall be due and payable upon aale of nropertv bv barrower to a third party or bv mutuAl a¢reement betwean Borrower and Lender, and Borrower is to pay to Lender a late charge of Nr % of any payment not received by the Lender within g_/a days aRer payment is due; and Anrsower has the right to prepay the principal amount ouutanding under said Note, in whole or in part, at any time wi[huut penalty except n/a. B. the payment of all oUter sums with interest thereon at jr% per annum, disbursed by [xnder in accordance with this Deed of Trust to proiect the securiry of this Decd of Trust; and C. the performance of the covenwus and agreements of Ron ower heroin conteined. 3. Title. Sorrower covenants that Bonower owns and has the right to grant and convey the Property, and warrants iide ta the saine, subject tu general real estate taxes for the current year, easaments of record or in existence, and recorded declaretions, resnictions, reservations and covenants, if nny, as of [his date and except for a First Deed of Trust for the benefit of First American State Bank dated Julv 18. 2006 and recorded simultaneouslv herewith. 4. Payment of Yrincipal and Interest. Borrower shall prompUy pay when due the principal of and inierest on the indebteclness evidenced by the Note, und late charges as provided in the Note and shall perform all of BorrowePs other eovenants contained in ffie Noie. 5. App6cation of Payments. All payments received by Lender under the terms heroof shalt be applied by Lender first in payment of amounts due pursuant to paragrap6 23 (Escrow Funds for Taxes and ]nsurance), then to amounts disbursed by Lender pursuant to paragraph 9(ProtectiUn of Lender's Security), and the balance in accordance wich the [erms and conditions of the Note. 6. Prior Martgages and Deeds of Trust; Charges; Liens. Borrower shall perform all of Borrower's obligations under any . . r. . ~ "1"_ u___ n...._......._ .,1,..11 .,11 r.,- ..o~on~...>..en unA nrha, rha~nae Anwe onii imrvicitinne ~ ~n ~ , Q:o ~ 27. 2'(~6 V'3 Ass Rcomm, RFTURN TO F{pS7 A6AHRICAN STATE 9ANK -Sr GR ENWOOD VI%tJ+GEK, C4 80111100 - S[ate ot Calondo --Space Above This 4iha For Recording Dat'o R'EAL ESTATE DEED OF TRU57 . (With Future Advance CMusal ❑ Th7s a a RowWinp Cndit Gnangement 1. DATE AND PARTIES. Ths date ot Ynis DsCd of Trusc (Security Insttumentl ia 07•18•2006 and the parciea, thott addresaes end tax idontificecion numbere, rf«qWred. are es fellows: GRANTOft: PJK.INCS1flPORATEO, R COLORADO CGfl70NAilON ' 1391 OAK 5T . WXEAT AI06E.:0 90033 ❑ If ohockod, r.etar to the ettached Addendum incurpo»tetl herein, far addittmal Grentors, their sipnatures artd acknowfedgm•ncs- TRUSTEE: AFFEi1SONC0UN7YPUBUCiflUS7EE LEND"eR+ FlNSTAmEfUCANSTATEBANN ORGANIZE6 ANC E%ISTiNG UNBEN TNE fAM'9 OF'fHE 9TATE OF CdAAA00 8700 EAST CHESCENT PPARWaY SUIYE 100 GREENW000 VILLAGE, 40 80171 2. cONVEYANCE. For 9ood end valueble eonxiaeracicn, the receipt and sufficiency of which is aeknowledpad, and m securs the Secured De6t (daflned below) end Grantor's pufermmue und►t this S41euriry Instrumect. Grantor irravocaply yantc, conveys and xdls io Trurtee, in trust fior tue banefit of lender, wiah power of mle, tnc Foilowing dotcribedpropartY.l0T2,&PoGHTSU691YISION.CtlUN7Y0FJEFFEPSON.S'fqTE0FC0iCR0.U0 AND TRACT A, VALLEY Bk0'v'K SUBDIVISION, 40UNTY OF 7EFFERSON, STATE OF COLORADO, The property is locaced in 349G &MtdS STNEf7 '1EaUntyl ~ IITBi E--- ~ Gd~wada b007! 7.P coaei la dra IGryl mW9=AGAq14Tl~.R1UC~MMENCI~tF%lElTATE56VFITYIIS'~~uuTplG7Ff1qFNH4/MMh~WMYAm~~COV+tiMUIP "F91 (OOJSJolBI ~ ~~9iY.34C10aMwni`ry~~.w~.I~c.Gt.G~euO.MN FM~^K1~WMk81G0 tY.~34l300i LW I ecuri~a Title ~ r~• ~ Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, CO 80116 • Phone: 303.688.2150 • Fax: 303.688.1295 • Email: cogeosci@rmi.net 3430 Simms St. LLC 3340 Youngfield, Ste. 412 Wheatridge, CO 80033 SUBSURFACE INVESTIGATION OF REPORT NO. 06-215 May 12, 2006 Subsurface Investigation 3430 Simms Street,LLC Colorado Geoscience and Design, Inc. Report No. 06-215 At the present time the site is vacant. It is our understanding a new single-family residence is planned for this site. The general topography of the site slopes approximately 1% to the north. The vegetation at the site consists of, native weeds and grass. The weather was cool and cloudy at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2 ) diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the driiling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell- consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Ground water was encountered at a depth of 7 feet in 61, and 6 feet in 62; and the bore holes caved to 18 feet, and 10 feet at the time of the drilling operation. When checked later, ground water was measured at a depth of 4 feet in B1, and 5 feet in 132; and both bore holes caved to 5 feet. These observations represent the ground water conditions at the time of drilling or measurement and may not indicative of the 1 This report presents the results of data obtained during the subsurface investigation of 3430 SIMMS STREET, JEFFERSON COUPITY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and ground water conditions encountered at the time of the field investigation. Two (2) exploratory test holes were drilled at the site on May 3, 2006, at the site shown on the Location Map, Figure 1. The test holes were drilled with a four-inch (4") diameter auger advanced with a CME-45 soil exploration drill rig. Subsurface Investigalion 3430 Simms Street,LLC Colorado Geoscience and Design, Inc. Report No. 06-215 conditions at other times. Ground water levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation andlor revised foundation recommendations is not included in the cost of the soil re ort. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geoscience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. Based on our evaluation of the subsurface conditions, we recommend the proposed single-family residence be founded with continuous concrete footings. A professional engineer should use the following design criteria to design the foundations. It is our understanding the owner/builder wishes to construct the residence with a basement. The owner/builder shall take the necessary precautions to ensure the foundation components are watertight. These precautions include, but are not limited to, special waterproofing for the foundation wails, constructing keyways and installing rubberized membranes in the footings, walls, and slab-on-grade to prevent water encroachment into the basement and garage. The structural engineer shall design the foundation for the appropriate hydrostatic pressures. 1. The footings and pads shall be designed for a maximum soil bearing pressure of 1000 pounds per square foot (DL +~/Z LL). • The basement footings shall bear on a minimum of 3 feet of 3/4" to 3" diameter rock. . The garage footings shall bear on a minimum of 3 feet of 1-1/2" to 3" diameter rock. Structural fill material may be utilizes to reduce the height of the garage walls. The rock shall be worked into the stiff sandy clay to provide a stable base for the footings for the basement and garage footings (See "Placement of Structural Fill"). 2. No footing or pad shall bear upon topsoil or soils that contain organic material. 2 Subsurface Investigation 3430 Simms Street,LLC Colorado Geoscience and Design, Inc. Report No. 06-215 3. All continuous footings supporting perimeter concrete foundation walis shall be at least 16 inches wide. 4. The foundation walis shall be adequately reinforced and designed for an active horizontal pressure based on an equivalent fluid density of 45 pounds per cubic foot plus any applicable surcharge or hydrostatic loads. 5. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. The bottom of the footings shall be a minimum of three feet (3') below final grade for frost protection. 6. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of'/2". Construction of the basement and subsequent maintenance to ensure ground water and additional surface water from landscaping does not enter the basement is critical for this project. This report solely describes the conditions encountered during our field investigation and does not provide any recommendations to limit water seepage into the structure. Based upon the findings of our investigation, additional design and construction methods will be required to limit water intrusion into the basement over the life of the structure. These design and construction methods are solely the responsibility of "others" and not Colorado Geoscience & Design, Inc. Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of inedium dense or dense granular material, or comprised of soft or stiff clays with swell potential less than 1% under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. A chanqe in water content in soils is a maior contributor to slab movement. Colorado Geoscience and Design also recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly installed perimeter and/or under slab drainage systems may also be considered as a way to mitigate changes in the water content of the indigenous soils. Because of expansive soils, swell test results are rated on the percentage of swell. The ratings are low (0 to less than 2 percent), moderate (2 to less than 4 percent), high (4 to 3 Subsurface Investigation 3430 Simms Street,LLC Colorado Geoscience and Design, Inc. Report No. 06-215 less than 6 percent), and very high to critical swell potential (greater than 6 percent). See "Swell Potential Descriptions and Slab Performance Risk" chart, Figure 3. The swell potential of the indigenous soils at this site meet the criteria for no risk to low risk of slab-on-grade movement. Concrete siabs may be used for basement siabs, garage slabs, and exterior slabs placed on the native soil, but may move. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If the owner/builder accepts the risk of slab-on-grade movement and chooses a slab-on- grade floor, the following steps shall be part of the concrete slab design: Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. . Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. . Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than 200 square feet nor a maximum dimension of 14'-0" in any direction without a control joint. . The concrete slab shall have properly placed steel reinforcement having area not less than 0.2% of the gross area of the concrete slab in each direction. . A minimum void of 3" shall be provided at the bottom of all non-bearing interior partitions. Drywall or paneling shall not be placed within 1 1/2" of the top surface of the slab to allow space for movement of the slab. . If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. Providing construction design for the prevention of water intrusion is the responsibility of others. Subsurface Investigation 3430 Simms Street,LLC Coloredo Geoscience and Design, Inc. Report No. 06-215 Where structural fill placement is required, the following requirements shall be followed. The garage shall be excavated 5 feet below the bottom of the footings and pads and extend 5 feet in all directions beyond the foundation footprint. The fill material shall consist of non-expansive soil free of deleterious material (organic, frozen of other unsuitable material) and rocks greater than 3" in diameter. Site soil may be utilized as FII material but must be approved by Colorado Geoscience & Design, Inc. An excavation observation shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify soil conditions and depth of excavation prior to the placement of the fill material. The fill material should be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its maximum standard Proctor dry density (ASTM D-698). Non-cohesive soils (sand) shall be placed at ±2% of the optimum moisture content and cohesive soils (clay) shali be placed at +3% to -1 % of optimum moisture content. A Standard or Modified Proctor Curve (which ever is applicable) by Colorado Geoscience and Design, Inc. or an approved testing firm is required. Prior to the placement of the footings or the slab, a soil density test is required and shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify the quality of the compacted soil. The fees for these tests are not included in the cost of the subsurface investigation. Non-expansive site soil is suitable for backfill material adlacent to the foundation wall. Expansive soils are not to be used as foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re-compacted to a minimum of 85% of Standard Proctor Density, ASTM D-698. Backfill must be compacted by mechanical means. No water flooding techniques of any type should be used in the compaction of backfill. Subsurface drainaqe is critical for this proiect. The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. Subsurface Investigation 3430 Simms Street,LLC Colorado Geoscience antl Design, Inc. Report No. 06-215 The perimeter drain shall discharge at a daylight location a minimum of 15-feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should pertorm routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Additional under slab drains may be required. The backfill soil around the foundations should be moistened and well-compacted in 12- inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Down spouts must discharge onto four-foot long concrete splash blocks or into metal gutter extensions to direct water away from the foundations The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants shouid not be planted within five feet (5) of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method wiil prevent ponding of water and provide for proper drainage from the foundations. Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed Iocations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be perFormed by a qualified professionai engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented 6 Subsurface Investigation 3430 Simms Street,LLC Colorado Geoscience and Design, Inc. Report No. 06-215 to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. 7 c ~ C O O O J H~ ~ ~ V o z 4f~, N. Q J _ = F a J C O O~ ; U O U N F Uo, q.: _o . N N Liv o ~ p 4 d ~ a j N ' ytl] 3 9 o ia U 9 S~ p~TtEE W W-N S > { tl y d 4 }01+N G O NC✓i' D o> C L N ¢ V In ~ X O p~ L r W Q ~ p d L p 0 ✓ 0 y O y N C U U L' L dG~ tlby O ° i rv x a o t t O 3 tl 3~ W ry N 4 H O b J U d 4 u soda- N ~ U a N~ C 6 j ~ ~ d ~ Y N [ W dL W ~ Y}{+ ooas~ ~ F 0 ~ 0 OU C L T ~ ~ Tb Oi'V N S~3~ N Yi tlaaa, ~aa yd~0oa~ v w . as u C S N 6 C 4 L~t u-~N p C i. L % S' '6 SyUd ND`NyaQ d ~ N V N C E ~ Ti' O N N o J C Y N N E 9 O ~ ° u z N u e O E O , C N O Q ~Nh Na d Q W 4 tl m l N u z W o s ~ m w .J. F y ~ J O w LL ❑ a J ~ F N W ~ ❑ ~ J O N Vl Z z 0 W J li W J a z a o u ~ J a ~ p N Z PROJECT: Subsurtace Investigation JOB NO: 06-215 Colorado Geoscience and Design, Inc. CLIENT: 3430 Simms St. LLC L f T t H l LOCATION:3430 Simms Street og o es o es DRILLING METHOD: 4" Continuous Flight Auger 0 ~ Z 0 Clay, sandy, stiff, moist, Clay, sandy, stiff, moist, brown brown laiz 8/12 : 5 : 24 Hrs. Clay, stightly sandy to - H,s. Clay, slightly sandy to 5 sandy, stiff, very moist to = sandy, stiff, very moist to ' saturated, brown saturated, brown - ionz ionz 10 V.e 10 8/12 : 15 15 m m - o m LL a L ~ N N ❑ 12/12~ N 20 Interbedded clay/sand 20 25 25 30 30 Fine-grained sandstone, clayey, very moist to 0 saturated, rusVbrown sa/s 35 35 Notes: Where Applicable- 1. x/y indicates that "x" number of blows of a 140-pound hammer falling 30 a: = Indicates ground water encountered during the drilling operatio . inches are required to drive a 2-inch diameter sampler "y" number of inches. b. s Indicates ground waler encountered after 24 hours. 2 11 I di t h _ . n ca es dept at which soil samples were taken. c. I Indicales auger refusal. d. _C . Indicates caving. Figure 2 SWELL - CONSOLIDATION TESTS + +g Swell/Consolidation pressure due to wi J +6 J 3: +4 W LL N 0 0: +2 0 ° O 0 H _ W Q 'Z 00 W J -4 a 0 ~ -6 O U _8 Water added to samole 100 300 1M 3M 5M 10M 20,000 28,000 Test Hole No. 1 Depth 3' Soil Descrip tion: Clav sand y, stifF moist brown SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Category Representative Percent Swell (1000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High <6 NOTE: The representative percent swell values presented are not necessarily measured values; rather, they are a judgement of the swell of the soil and bedrock profile likely to influence slab performance. JOB NO. 06-215 FIGURE 3 SWELL - CONSOLIDATION TESTS ++8 VSwelf/sCorn r J +6 ..i 3 +4 LL N O ~ +2 O ~ O 0 H _ W Q -2 U C J -4 W a 0 z -6 O Water added to sample 100 300 1 M 3M 5M 1 0M 20,000 28,000 Test Hole No. 1 Depth 14' Soil Description Clav sli sandv/sandv stiff, verv moist to saturated brown + S d r eess~ e d eat 9 r o wett P J +6 J W +4 3 N LL p (t +2 10 ~ ~ o F- _ w a -2 - ~ v o - W -i -4 0 a z -s 0 U 8 Wat to sample 100 300 1M 3M 5M 10M 20,000 28,000 Test Hole No. 2 Depth 4' Soil Description• Clay sandv stiff moist brown JOB NO. 06-215 FIGURE 3 SWELL - CONSOLIDATION TESTS + +g ~ +s J W +4 ~ tL y Q ~ +2 i-. 0 ° O ~ ~ - LLj Q Z 00 W J -4 a 0 y - Z 6 O V -8 Water to sz 100 300 1M 3M 5M 10M 20,000 28,000 Hole No. 2 Dep th 9' Soil Descri ption: CiaV , sliqhtly sandV to sandv , stiff, moist, to saturated, brown + +8 J +6 J R: +4 W LL N O ix +2 ~ 0 ° O ~ H ~ W Q -2 U ~ W J -4 0 a (1) - z s 0 U Nell/Consolidation under pressure due to wetting Water added to samole 100 300 1M 3M 5M 10M 20,000 28,000 Test Hole No. 2 Depth 19' Soil Description: Clay, siiqhtly sandV to JOB NO. 06-215 FIGURE 3 0 a m ~ 0 O m a m c E E o y 0 d v m M ~ N N ~ V V Q L: N a E ' z a 0 ~ W J m Q F ..a~ araca walis, . tep 8 hottom~ . pnor m hackfiiting ~ I We6-s1cDed - LJ ; 12" Per 10 .`tet min_ Cn nai d~ke ~ , w¢h scd rar ztlging Tao 1T' ot wel4campaCed bac4na Concrete Grme Beam I Mcderately ~j I Canpac;ed Backfill Floor S1ab 1 ~r--- DamPProofim3 Pr.iyetlrylene gtued towall and atexfed along ihe bcttan of the zxcavabon. Expanvun .lar,t ~ 15# 8uliding =--t I . to ?;S' C:ean Glave4 ~ ' i•'' ip• • ~ \O• ~9L~•~.5. 4" iY11N. 4' diamc'er perfcrateC piPe Slrr-e dian pipe 7/8" per Pod to dayN9hC w to a sump pit If to dayGght, cz~ end wAh scrrPn. Backfilt araund the foundation should be mois2ened and compaCed and the final grade shoutd be wetl-sioped io prectude ponding of rainfalt, irngation water and snow melt acjacent ta foundation walls. i.AU?iQN: Do not dike or impede the Flow of water away from fourdalion wails with sad, edging or decnrative gravel and polyeihylene. Ccwnspouts ar.d siif coc:cs shcuid discharae into spash oioc!cs cr long exten9ans. DRAIN SYSTENI BELOW GRADE AND BACKFILL DETAILS (FOR FQOTING FOUiVDATIONS; FOUNDATION GRADING DETAIL 4'-0" MINIMUM DECORATIVE GRAVEL OR BARK AREA. z ~ ~ GLUE POLY. TO FDN. WALL. 6 MIL. POLYETHYLENE SLOPED AWAY FROM FOUNDATION. i j~---FOUNDATION WALL i ~ -LA-L GRADE METAL OR WOOD EDGE WITH 1/2" SPACE AT BOTTOM TO ALLOW FOR THE RELEASE OF WATER. NOTE: 1. PROVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 5'-0" FROM HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED BEYOND THE GRAVEL OR BARK AREA. DETAIL 2 The City of Wheat Ridge Flood Plain Development Permit Application Information Owner W'F- O 6 - Telephone Project Location/Directions Project Description )(Single Family Residential _Multi-Family Residential Manufactured (Mobile) Home Non-residential Other/Explanations C 6YN _X_New Construction Substantial Improvement (>50%) _Improvement (<50%) Rehabilitation Date <<-(5-6~ Telephone 303 - ti3S" -00dq Class of Permit/Fee Schedule Channelization Fill Bridge/Culvert Levee I Class I(structures for non-human occupancy) $300 X:Class jI (structures for human occupancy) $840 (includes public noticing fees) / I have rFad and understand and will comply with the requirements of tlils Flood Plain Permit. Date (To be completed by Flood Plain Administrator) Flood Hazard Data Watercourse L `•i--~' The project is proposed in the Floodway > Base (100-yeaz) flood elevation(s) at project site_ Elevation required for Lowest Floor 10-2 8• 4" 7 Source Documents: 1 '64 r~ Floodway Fringe, _7 NGVD/ vs ,ed'',., 6 A~ 6 NGVD Proposal Review C6ecklist Site development plans aze complete and depict flood hazard data. Engineering data is provided for proposed map and floodway revisions. Floodway Certificate and data documents no increase in flood heights. Subdivision proposals minimize flood damage and protect utilities. Lowest floor elevations aze above the base (100-year) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofing Certificate certifies floodproofing designs. Other: Permit Action Permit Approved: The information submitted for the proposed project was reviewed and is in compliance with approved flood plain management standards (site development plans aze on file). Permit Denied: The proposed project does not meet approved flood plain management standazds (explanation is on file). x Variance Granted: A variance was granted from the base (100-yeaz) flood elevations established by FEMA consistent with variance requirements of NFIP regulations Part 60.6 (variance action docwnentation is on file). Flood Plain dministrator's Signature Date Commenu: ~y< Compliance Documentation Map Revision Data. Certified documentation by a registered professional engineer of as-built conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. FiII Certificate. A community official ceRified the elevation, compaction, slope and slope, protecdon for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 formap revisions. Elevation and Floodproofing Certificates. The as-built elevation of the builiding's lowest floor was certified as NGVD; or thp building's floodproofing level was certified as NGVD; by a registered professional engineer or licensed surveyor and is on file. Certifcate of Occupancy or Compliance Issuedon _ Date Re"v. 3/1l/03 John Odom Wheatridge, CO 80033 Ocotober 23, 2006 To Whom It May Concern: O /I r7D'OG ~ I give permission to Patrick & Laurie Koentges property owners of 3331 Simms St., Wheatridge, CO, to grade the small parcel of ground d'uectly north of their lot line and south of I.ena Gulch. This letter establishes only the use of the parcel for landscape purposes only, not ownership. J Date 1 ~ 0 DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: I(L -UG Applicant: nTit;c~ Phone# 3n3-4135 0O(^y Location of Construction: 3~30 Siw~.v/c S`r Purpose of Construction: Building Permit Value: Commercial Multi-Family Single Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ /DO •Ob (For document processing) Single Family Residence Review Fee: $50.00 $ 30 •DD (For review of applicable technical documerns) CommerciaUMulfi-Family Review Fee: .(For review of existing technical documents) $100.00 $ •(For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Pemut Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: $200.00 $ (For document review and processing) TOTAL REVIEW FEES (due at PLEASE NOTE THAT IN ADDITION PERMITT'ING FEES REQiJIRED FOR 5ignature of Applicant permit issuance): $ / SD. Op THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND NSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Date K9FORM5 & LE7TERSDEVELOPMENT FORMSTee SWC[we (68-04).doc Rev 6/04 CRy of Wheffi Ridge Deparhnerd of Pub0c DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED l!/Zl le>(o ADDRESS 3 y3o SiMMS Sj . Deaz Contractor: In conjunction with the approval of the building pernut application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as deternuned by City of Wheat Ridge Public Works Departrnent, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to deternrine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, 07 A v Aw.,r, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4/03 city of _ ~ W heat Iidge City of Wheat Ridge Municipal Building 7500 W. 29'" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F303235.2857 FAX COVER SHEET COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENTS ECONOMIC DEVELOPMENT p. 720-898-4706 f. 303-235-2857 PLANNING & ZONING p. 303-235-2846 f. 303-235-2857 BUILDING INSPECTION p. 303-235-2855 f. 303-235-2557 ENGINEERING p.303-235-2861 f.303-235-2857 TO: /K w /~)COMPANY: PHONE 7Z(7 ?(OZ FAX ~Z6 l o62- (~7611 FROM: ~J~ PHONE 50-3 DATE: '~5 Z e # OF PAGES: (including cover) COMMENTS: 5~7-~ 03~ ~iC~cr~/~ ~1 ~~l~s a~ ~a✓~ ~~cr~°a Confidentiality Notice This facsimile transmission and any accompanying documents may contain information b$longing to the sender which may be confidential and legally privileged. This information is intended only for the use of the individual or entity to whom this facsimile transmission was sent. If you are nol the intended recipient, any disclosure, copying, distribution, or action taken in reliance on the contents of the information contained in this facsimile transmission is strictly prohibited. www.ci.wheatridge.co.us 05/29/2008 17:06 FRX 3032352857 PLANNING 3032352846 1A ooi tt*xstt~t*t*s****ttxt TH REPORT x~x ~ttttttt*~**:*ttt~tx~ TRANSMISSION OK TH/RH NO DESTINATION TEL R DESTINATION IU ST. TIME TIME USE PAGES SENT RESULT 0366 97209626011 05/29 17:05 0115 2 OK Clty Of F' ~7V heat ~d.ge . Ciry of Wlica[ Ridge Municipal Building 7500 W. 291b Ave. Wheat Ridge, CO 90033-8001 P: 303.235.2846 F:303.235.2857 FAX COVER SHEET COMMUNITY DEVELOPMEPIT & P(TBZ.IC WORKS DEPARTMENTS ECONOMIC DEVELOkMENT p. 720-898-4706 f 303-235-2857 PLANNINC & ZONING p. 303-235-2846 f. 303-235-2857 BUILDINC INSPECTION p. 303-Z35-2855 j. 303-235-Z857 ENGiNEERiNC p. 303-Z35-2861 J• 303-Z35-2957 TO: ~~d✓l~ /~Il /1~~~~ PHONE -790 / 6Z FxtOM: ~'~J ~~~irG4GF1~~ COMPANX: FAx#; PaorrE#: ~3 Z ~ S 2~5,3 # OF PAGES: ~ (including cover) COMMENTS: ~~Ll~~ ~+fJ~ ~'~^7~i✓1~-4 anl ~~'v7~" ~'J`~ts Ae~ H ~ (L w p o ~ Z > ~ W a ~ww) Z O 0 W L M > N d . W 0 =M V ~ 2 v L = d ~ 0 U ; ~ 'N d ~ Q ~ O ~ r I I ' ~ . I ci R c 0 t; ai Q ~ ~ ~ w ~o ~ a) v m c a> (D ~ ~ > cu ~ ~ 0 U M ` N 01 ~ L? O.q U M C N ~ L> M R > M c s ~ a w c CITY OF WHEqT RIDGE PUBLIC WORKS DATE_ 1o ~ RECEIVED so HVS ENG7NEERING BY: HH, DATE,-1p~ COST ESTIMATE KOENTGES RESIDENCE SHEET_I_OF_I_ 0 v m i \ 7 N U (D 0 0 ❑ ❑ Z W 0 0 0 0 ~c N o_ G n N 0 ~ N Q m O 7 N U CD 0 o' ~ ~ m ~ v K L O cr a d ❑ N n ❑ v_ C U ~ ❑ ❑ K ID ~ n ❑ ~ a 2 0 C: ~ ❑ 0 ~ (D 4;) n 0 0 7 ~ (D Z N 0 W ~ ~ m ~w ~ ~ ~ C71 Wto cn°m Cih c' . CD < owl 3?,r Z c~»ii a ~ O ZC)"y ~ O~o : 3 •m ~ CD ' z - o• - n ~ m :3 m ° v ~ . O S N m 7 O s m N z 3 m ~ 0 o ~ ~ ~ ~r ► ~ 0 W W H W W ❑ ❑ ❑ Z W A O p N O 0 m n 'COD < cDi " N C) O= N 7 d N ti, cr y m ~ o o ~ 5 N a m 0 o' ~ 3 c 3m ~ a v 0 D o , ~ ~ N N .n.. O7 C- O 6 ~ D Q m ~ N ' (A ❑ cn ~ c ~ v J T El ~\7 J ❑ ~ n, ❑ ~ d cn c 0 c ~ ~ S N v n 0 0 0 ~ o -yo C n Z rn w ~ O ~ cn Ow 3 tOf/) R~1 ~S"w(D < 0 ~N?,~ ZCi+a~O =~y Z ~ 3 0 m m ~ Z n ~ O ~ m 'm ~ -i y. of Wheat Ridge t~kcellaneous PERMIT - 070803 ISSUED: 08/02/2007 . EXPIRES: 01/29/2008 ,n ground awimmin9 pool per attached plans ck Koentges Castellano02-2289 Radiant Lighting Services, Inc USE: UA BLOCK/LOT#: 0/ ESTIMATED PROJECT VALUATION: 40,000.00 ' . FEES 705.65 - Ownee'/c t~ ~0 ~ 458.67 ~aeGdpp~ ~ ~ 00 ~pmved ~ 0 akA\ 720.0 ~ n 1,8 84 . 32 wit6in the n1A,..._. ~~te it - ••,,+cawate in{or~Gon. & notes [fencing to meet municipal code elevation. Pool to have finished top elevation of e enclosed with a 6' high fence with self-locking ttu oencee propoeed bythie permit application are accurate, and do not violate applicable the City of Wheat Ridge or covenanta, eaeemente or reetrictione of record; that all made are acc ; that I have read and agree to abide by all conditione printed on this F i 1Cy for compliance with the Wheat Ridge Building Code (I.B.C) and all other er vroak un3es thie permit. Plane eub]ect to field Snepection. - date 4t¢ance with the provieione aet forth in your application and ia eubject to the lave of the Aning Regulatione and Building Codee of wheat Ridge, Colorado or any other applicable 4tya from the ieeue date. Requeete for an extension muet be received prior to expiration jiT,tigd at the diecretion of the Huildin9 Official. zovided no pqiviit may be acquired for a fee of one-half the amount nonmally re~irefl, p haS ~ujeeshaveebeen9oraifpauepeneionporlabandonmentnexceede one (sio 1)nyear~f~n~es stial~t q':done that will chan9e the natural-flow of water caueing a drainage pzoblem. U1lding Inapector twenty-four (24) houra in advance for all lnspectione a~ ahall receive rycard befoze.proceeding with eucceaeive pt+aeea of the job_ . he,approval of dtawinge and epecificatione ehall not be wnetruedlaW b~le or~regulation ..oYthe provieione of the building codee or zny other ordinance, .''Tield inepectiana. ~~+1":tyt~i~t ,(303)234-5933 BUILDING OFFICE: (303)235-2855 '"i,;ISY'SS $y3PM ANY BUSINESS DAY FOR INSPfiCTION THE FOLLOWING BUSINESS DAY. ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: ~ ~ ~ t , oF w"Eqr BUILDING INSPECTION LINE - 303-234-5933 Date: ' _ Ro CITY OF WHEAT RIDGE ^ 7500 WEST 29TH AVENUE PLAN $1^% (~~3 S ~ WHEAT RIDGE, CO 80033 -(303-235-2855) s/~ v , cOlOftPO~ . ~A[ ~ OR APP,f.i~k 1.e.~'1 l ~ON ' PropeRy Owner: 14op NTc-F-S/ P.7fL- I N c_. ~ 3~{3 ~ Sl ~I $ S r- Plione: Property Address: ConhactocLicenseNa: OtA V-1L^e-- phone: CompanY: OWNER/GONTRACTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT Buildinq Dept. Vafuation Fi I hereby cerfify lhat the setback dista ces proposed by this permit application are V u.$ r-1 L_. i ` accurete, and do not vioiate applicabl ordinances, rules or regulalions of the City of Wheat Ridge or covenanfs, easemen s or restrictions of record; thatall measuremenfs shown, and allegations made area urate; that I have read and agree to abide by all Petrillt Fee:$ conditions printed on this appli tion and that I assume full responsibility for Plari ReV10W FCC:~ compliancewith the Wheat Ridge uilding Code (1.8.C) a jd all otherapplicatile Wheat USe 'I'gX: Ridge Ordinances, for work unde this permit Plans sub ect to - field inspection. DATE ~',r/.~ . TOt31:~ . (OWNEft)(GONTRACTOR). SIGNED DA7E (OWNER)(CONTRAGTOR):PRINTEO' Use of Space (description): , ~ Description of work: Sq.Ft.added ~ B DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: ~ / \ • J y~ Approval: )-te Zoning: BUILDINGCOMMENTS: Approval: M e rZ7 PUBLICWORKSCOMMENTS: MProval: n rY X ~~~Z~ ~ ~ ~ ~ \J F IRE DEPARTtv1ENT rOMMENTS: f AppYOVaI: Occupancy: Walls: Roof: Stories Residential Units Electrical License No: Plumbing l Company: t-ktji-rzn<~ Company: Expiration Date: Expiration ~ED: P~proval. Approval: . (4) This permilwasissued in accordance with the prov, _JOb V31AahOri Colorado and to the Zoning Regulations and Buildir cOritT3CtOI N8Tri8 CC SUB_ the City. (2) This permit shall expire if (A) the work authorized is :74COri1.T8Ct07 L,1C0riSe GC SUB_ authorized is suspended or abandoned for a perioc (3) If this permil expires, a new permit may be acquire< COrilT2CtOI I.1C0riSe T0ri0W 81 CiC SUB_ havebeenorwillbemadeintheoriginaiplansand: ~$$$fOTCOntLBCYOTL1CCri50 GCf s~_ : (i)year.lfchangeshavebeenorifsuspensionorz (4) No work of any manner shall be done that will char COriYi8CtOT II1SllI&T1Ce CeTf.. GC SUB_ (5) Contractor shall notify the Building Inspector twen _S1Y0 P13ri approval on inspeclion card before proceeding wid (6) The issuance of a permit or the approval of draw, _F1T0 DOpt. S1gI1 Off approval of, anyviolation of the provisions of the buil _Erig1ri80Ylrig deta115 is subject to field inspections. Votification date: Chief Building Official City of l4'hFaf Ridae Department uf Publit Works MEMORANDUM To: Meredith Reckert, Senior Planner FROM: Tim Paranto, Director of Public Work ~,y✓ Cc: DATE: July 30, 2007 SueJECT: 3430 Simms Street Application for a Swimming Pool The Class II Special Flood Exception Permit issued November 21, 2006 was conditioned upon grading the site in conformance with a grading plan prepared by HVS Engineering on May 23, 2006. The grading plan contemplated a below grade swimming pool east of the house. The elevation of the pool is criticai to completion of the grading, which has not been certified as complete by the engineer. The elevation of the pool should be provided on the construction plans prior to issuance of a building permit for the pool. The elevation must be in conformance with the grading plan. As always, I am available to answer any questions in this matter J~G .~1+L .l rVf ~,o t b ~-u s'410 4o .u i S4iz/J ,t-6f v d 7~~ ✓~•r d~ Pd d G 7-U P C2 s¢Z -7--,~iVS ,~GfUiCT/d.L /S AC<f/T.(<L.~. ~ °te. kd~ cc°tt~v~'aa~"N ~SeSt ~b~° ept5 4cpt `~{Otrtc s Q~ cs4o oie~ e~o4 3y~e p°SM`oty ce oa a4 oti tt`~J~ ° ~`O3 O e~ e~°cs APPL-EWOOO 09'00K510E SU00N151ON _ 5 00° 39' 41" W 5ETPACK ti 401-0' oo 5 ~LS~ PL OD p p N 4 R~b\ O 011 g~~ o o r T,0 g 6 3/a° ~OC~ 0490 8 - a'2.. i 5`f29.5 T,O,G 54Z,5) In Q tyovlC\ ~0ZZOw s V ~o 2 7 ow PAVE Q CO PAVE O O ~l O o 1 `I ~3 0 500°39'4/"W EXI5TINO 5' UT1U71' )fR5E17ffN7_ C PLt1T OF VALLEY M SETD/iGK /-Or Z N023430 5//7/75 57_ 28.00n,59-'50 FTWoo 0 ~L d/t5f 1=LOOO ELEVATION 5421 dA5E FI-000 ELEVATION 5428 5ETPAGK O Z ~ 0 ~Ze z~ ~uu J ENGINEERING REPORT STRUCTURAL ANAL OF ALL FOX POOI • Rectangles * Free Forms • Contemporary Series • Patio Poo-is N S prepared by Johnson, Mirmiran and Thompson, P.C. PLANNERS ENGINEERS LANDSCAPE ARCHITECTS SURVEYORS SA-1102 Revised 0312004 THE STRONGEST NAME IN p n> q~ Q W Qo N to v a0 - =3 0 v b$ 5 V 1 a I? P ` a = O N ( ~ ® ~ IV N . . s~ { d09 O N O~O=y p O O n N N o O'_b .-ten eyMep PI - 0,~. ~oo ro ~ O a ~ m o 0 3.v 06 ~ U2 . S 3s~0 S 0 0 o 13 sn=~ O g a~ m ['1 d 5 ~ ~ . O O N ~ E~ O N Copyrignt 01994, Fox Pool Corporation. All rights reserves. Reproduction In any form, in part or in whole, is prohibited-. litho In U.SA, Over U U Years EnomrLVABr1Ah ,-rALGme December 20, 2002 President Fox Pool Corporation 3490 Board Road York, PA 17402 RE: Structural Analysis of Fox Pool Assembly with Cover Box Gentlemen: of Engineering Excellence Ofncesirc Baltimore, Maryland Sparks, Maryland Newark, Delaware Lake Mary, Florida Pittsburgh, Pennsylvania York, Pennsylvania Chantilly, Virginia Richmond, Virginia Charleston, West Virginia The accompanying structural analysis confirms the adequacy of the various components of the pool assembly during three (3) loading conditions. These loading conditions are as follows: 1. Pool empty with backfill in place and no deck slab. 2. Pool filled prior to backfill and deck placement. 3. Live load of 40 p.s.f. on pool deck. The pool structure as manufactured and assembled in accordance with the Fox Pool drawings listed on Page 1 of the analysis is structurally sound under the following conditions: 1. Backfilling can be safely done before the deck is placed and the pool filled. 2. The pool may be drained at any time without damage to the deck or side wall assembly. 3. The pool maybe filled prior to the placement of the backfill and deck providing the cross braces are in place and the concrete foundation work is complete. Very truly yours, GaryK Miller, P.E. Senior Vice President 72 Loveton Ckcle Sparks, Maryland 21152-0949 Tele we (410) 32&31(0 Fax(410)472-220D ENGINEERING TRANSPORTATION PLANNING ENVIRONMENTAL CONSTRUCTION MANAGEMENT WATER/WASTEWATER SURVEYING LANDSCAPE ARCHITECTURE JOINSO(~ IAN trltl~SON Fbg9lert~Ai3r,IghtU'FYArut: 72 LUMM Orde • Sparta, MD 21152-0949 (410) 329-3100 Project roc (?foe Subject'Pooi AscGmOy AllQ()61S Job No. Sheet No. of Computed By - Date I Zz oZ ChecKed By Date Revised 12/20/02 STRUCTURAL ANALYSIS MATERIALS Concrete shall be minimum of 2,000 p.s.i. at 28 days with a slump of 4" - 6". Reinforcing steel shall be Grade 60 conforming to ASTM A615-87. Steel shall conform to ASTM A525 and the American Iron and Steel Institute "Specifications for the Design of Cold-Formed Steel Structural Steel Members'. LOADING CONDITIONS 1. Full lateral pressure of backfill on side walls of the structure prior to the concrete deck being id place and with the pool empty. 2. Full hydrostatic pressure of the filled pool on the side walls before the backfill and deck are in place. 3. Uniformly distributed live load of 40, p.s.f. on the concrete deck with the pool empty and backfill settled. DRAWINGS This analysis was based upon the information shown on the following drawings from Fox Pool Corporation: • Cross Section - Pool Assembly 02-260-D 01/30/81 X-Brace to Deck 01-430-C 03/26/84 • X-Brace to Ground 24", 30", 36" 01-842-C 01/23/90 Zee Panel Stiffener 01-431-B 12/12/84 Stiffener - Channel 8'-60 Lg. 01-464-8 01/03/84 96.00 Plain Panel 01-422-D 02121/85 • Bottom Panel Support 01-589-D 01/03/84 Cover Box Assembly 08/20/02 M.D. Miller, P.E., P.T., Ltd 29156 Summit Ranch Drive Golden, CO 80401 303-526-9207 ~OINSIIIl. ~MllNil ii1111~N &ghea tgABr&wFttlme 72 LM W CkW • SP8", MO 21152-0949 (410) 329.3100 A= .372 ,„Z L= Z. 14'(1z) =ZS,¢4rn, 037 Y F~372- 0 U(zs, 44 1 315 = 80.8 U},A,~> Ats I Cotd 'Fz)--r,.,e-a sp~~,~~t~7~v7 Tr Z (29,Sva) 46/;> Z Ca~.s)Z = 44.E ks; > Fy/46/;> = Zo I;k Lk~ 'F,,.= 'Fy-(t- F7/4F,-) = 4-0 CI- -4-0`4(4.4-.G)] = 31.0 ksi A<Q : /A'-- 372 rn2 '1Pn = A F~ = .3-? z (3 I, 0) = It, S L _ ~T>-Z~ _ ,37ZTT' 4, soo~ = 4A k zs,'~(w`+)z zs,~ (3.371 toS~z" 2 = F'y Z Fa = 4o~z C44.ro~ _ . G7 f-1 = /,x-70 -+.3-7 52-, I2.523 = /,COO+,3-7 5(,4.77) 12S(~.77~3 = 1,88 Ina = PnIR~ = 4,1 fl,e." a = Z,3k > 1, 1'3k 41415luru GARY R. MILLER 1EN51NEER/ A re OF 06OV-09 Project -90- 00 Subject Tool Ass" Iv 14x10 ty r5 Job No. Sheet No: ~ ¢ of Computed By 60.1 Date I zo oLChecked By Date Project Fox pce I Subject Po o f Assdr•t I, n a Ivy 15 Job No. Sheet Na of .01~~Mlrtti1~E001 gtgIhemftABrVbWPbIz" Computed By 64~1 Date t Zo oz Checked By Date 72 loPetan Clrcie • Sparks, MD 21152-0949 (410) 329.3100 ILDAZj CON-ol nc Ai xlo, Z - Poo ( tv I 3~Ck , I ( no? p D~ 2= z &24 (3.Z1)2-(3)= 444.5 I1,s AXral Cen,Ot^ars91v2 r'orc¢. _ (Z,2¢/~~(gG4•S~((,0~~ fZ.o¢= 1.13 ` Ctt6Uc 1 xrAC. CoHp2Essiv6 STRESS 1TI GRcunt~i aQ/tc,E 1 s4" .105'_ yP) _ x ,Axis Y"Axrs >C = [(.1b5)(L>+I,S4]`Z _ Z(l~(,1o5~(t/L~ t 1,54 (,l05) (,IOS~L~ _ , 0 Tx. = EIoS (1~3~IL+,loS(1~(1/Z -,31)l~ Z + &54(,(o5)3/lZ+- 1,5+(,1o5)(.31-.105/z)L = ,03-7 TY` =~1(,IoS~S~IZ +,IbS((~~875-,IbS~2~Z72+~./65(I,S4~S~IZ~ Johnson, Mirmiran Project -ox Tool and Thompson, P.C. Subject Al TA55'Z-Hbly /I.i Sr5 1555 a.c"(). uu+u Job No. . YUNA. P~ 174n1 Z' Sheet No. of 1?17~ 757.reo Computed By CSC- Date 1O 47 Checked By Dote 11 6 ? Revised 12/20/02 LoA*b COYJ b/T/o7J >Q0, I - -pool ¢~,P Iy 3nC_L4' /I rn -FI-'C¢.' 7Jo (¢Cclc nal 1.9Z •e. COnCraYd 0 4.'.Q• •~'en¢..1 '`E-z¢ 1B4nd1 5.1-,-CTanar 2= Vz(3o)(3,o4)Z(4) -554.4 Ibs C1(EGK gXiRL 71Er151r E F02CE iN (S2OU)Jb X-B2AGc !13 (s54.4)= /84,8 Ibs = .16481c G O 0 Py sXs- ~~uruaIeA4 F/ute4 r'-essune, ~,/-Bc~k~) II ~¢,ck 3 taco 7 ~cound Firac¢ M AXIa I T; .,si I¢. Forc¢. = Z' 1(0/ 1848 = , 399k \.399k 11 Z ZSxz 2.781° 14 GA = G73„ (77p) 5CCTION FIa^3q_S aca -colly d-C;QC4)v¢.1 -{'I,xra4o-a. use -Cull cross-s¢C~ionc( zr-= A= Z (,944)(,0-73)+ Z,761 (,0-73) =,344 ,ni- = PIA = 339/.3-44 = 1.llo lets, < ~a1(ow _ , Go F~ = . /O o (4o) = Z4 ks; ok ool Johnson, Mirmiran Project Fox 'Fool and Thompson, P.C. subject Asek- - 1 " ~na1v515 _ Job No. ass %astoN eo~u . YOU, r~ 17Q.' - Sheet No. of nvt 757 26M Computed By CSC Dote ~o L7 S3 Checked By Dote 6HCe-t< -(3FrI-b1MG S-rQESS /)1 PANEL SUPPOeTEIh 0? ,J ALL --ou2 SIbc s BY THE 140(Z1ZONTAL S-rI'FFENEQ CHANNEL AT THE TOP, ANGLE SUPPOk-r Ar THE BOTTOM ANM A 'SEE ST1F'FENcg OA1 EACH SIDC 130 9 Anne I 14 GA= It .073 d 6=Z4' t=.o 104)1 =91.Z F5; = .oi I ks- • 051,15 a5 a / ~¢SrCn L:4 L)11 dCJ S-truc-pur(Cs" by BiOC45e- ) ~GSe (e.5 -4, (4 c' r, 6Cnd,nq mcSxlmu Oka Pcn¢I IS s4r¢55 1n ~l~¢ fM~K ~p bZ = Z I2 / L.Jhra. alt tour Qt1S CS 1 anz 5uPPot-+CG ~ JJ rcr a/b = 3(e/Z4 = . ZL, = 1•5 6 Srr-rwx = .Z(o ('09) (Z4~'/(.073)' = Z-5574/144 = 17.7b lest e- 24 Ls, ck Project Tox Poo Subject Tool AsSG~ ~ v Avv¢l vtt s Job No. %Oka - 7 Sheet No. z of ~m FggbwftA&/g WFa1iWe Computed By (30-M Date 12/zoo? Checked By Data 72 LMVW We • Spada, MD 21152-9949 (419) 329.3100 COVE?' 'Box ASSEH6LY Loft (fggwDrr,oN 4'4n21 Q= ~z(3o~~3.21)Z(3) = 4'3.7 !hs CHECK f+X/AL l>:7V 5/tE s-r2t"ss i1~1 ~TK-o ~T[~ ~(ZACE LOAI COr1~IT)o)J No. Z - Pool 4oII -3rcL4, 11 /,o4 ,n Placc, Ao clcclc C-karo.c l 7T~ia1. (4/7Sr~2 or-ca. 4(,3,7)(I,o7)/Z,o4 544.8 1~, =5.451` IZ GA,1 Fl4h5..1 al'¢ Q Ir a ~~a o /hve + ,c~eLrr- IIII USa ~(l Cross- scc~,.nez arac. -D¢cL Bccc.4-~ GCOUtId 3rcccc Pq„Q~ Co~cra{a e.• n•.'A. A! [ " A a FCC (Gn¢1 j~h TCn« (Z = ~z (6 Z, 4~ .~Z~L(4) = 1123. Z l COs Revised 12/20/02 1.75° (Z~(t~~,los) + 1,54610s~ = ,372 /„z Sr2 c'}70 n ,54- 5/37z = 1,4-7 ks; jtlfow = . (o I: = Z¢ l.cs; > 1.47 las; cove Sok Assz,,bly .oun d rr'C¢ N M r O t1 Sti~tPn¢r E9 ur Va ~2nt ~~~rc1 ~~¢sS Ur¢ = 3oPsr Johnson, Mirmiran Project 7rnx 'P~I Johnson, Mirmiran Project Fox Pccl and Thompson, P.C. subject poo I Asst,., IK 41,44sIs Job No. and Thompson, P.C. subjea+ As=¢MbI v 74,,E 1 s 15 Job No. 2555 KINGSTON ROAD • YORK. PA. 17402 Sheet No. 1L of 2555 KING510N ROAD .YORK. PA 1740: sheet No. Of ~lJ + 01717S7.2600 (717) 757.26W C~ Computed By Dole IxL 7, 64 -f Date Computed By CSG Date /0/17/2 3 Checked By ~ Date 30 3 /93 Checked By Revised 12/20/02 CI4CCV Gg0L*jb 5R-A(.,6 Fog L.oA 1b FkOl'l bEC14 SCM S k.d c~es -tTOM 58224 /40, z AAGI ForC¢ =(Z-I~//,SZ)(~rs,a) = io9Z, 11b Fat = I51~900/(Icvr)'L uL/r CVO lo,o I~F4~f4o = Z2~7 S,"cd /o,o <I1-3C < Z2,77 TX¢-Y Fc-=4o[-7~.-? -(2,(. 41103)(11,31~)r401 =Z3 09 ks; = Fc/F = Z3,o4/Z4- =,96Z (f zrrZE/Fy = z6T)2-(zq sW /4-o c~~ir = Izo.~L/ ,96z = Iz3,oz < teLl~ = )41,4 X41 = IS ~9o0/(k(/r~Z = 151~9oU~~141,4~t = 7,(ao Lcsi -(a = PIA = • (o9 z l/344) = 2. 0 ( ks, < 7, G0 i-s, o L Revised 12/20/02 CHECJ/- AXIAL. r-0M-PR.E5SivE 'FOR-CC Al GQourl'b K- BRACE 2.7I Iz3) = ,3744 ,1 ,0-7 3 (rxp~ X'AY.i .374 (z.1-/) = 80-7- X = [(.073)(2)+ Z.-?617/z = 1.4(." C•964)(.073)(.9(o4/L) + 2.751 (.073)(.0 2 C. 07 3) (.9L4) + 0.751(. 07 3) y~aX.s s o~ =X =[0734~3/ z + .073 (,9b4) t!9~4/Z - ,zz) J Z +[Z.7f~l (,0-7 3)'/1 Z,751 (073)(ZZ- ,o~3/Z~Z = ,oZ7,w4 =y' _ [964 (.073)3~z r,073(.9io4~(►,46-,073~Z~L~ Z+[,o73(Z.751~~z ns, A = Z(,o73~(,9(,4)+Z.7bi(,073) =.344 Z L=3.30(1 Z)=34,io 41 J ' 344 ' ,Z&O'.I+r use ry, F,734 = I. lo" rX KL = (.0Z80 = 141, 4 rro,, Alsl 44. 1 (e.I.1(q) Fcl = ISI,900/({CL/r)Z Cah2n KL/r ? Cc./~-q A55 :I-¢ ✓n5~ t~c^¢c~ I '^u' GC: hen C~ _ F~/r Johnson, Mirmiran Project 7=cx'Poo l and Thompson, P.C. Subject ~~I /455G ~14 ~/1~ IvS~_ Job No. 555 KINGSTON ROAD . YORK. PA. 17407 Sheet No. S of nv,7n-too Computed By GS G Dcte ~6L 3 Checked By, age l Dote II o Revised 12/20/02 ~ tie:t 7-roM AISI, A4, 3.Z ~r (o 3.3 /rF < e- ►44/ F~ =Fy [7c~7- (2,64/!0'~l"'/t~ W~ = C9L4-,073 - ~6 073 = 11,3C. 403.3/`40 = /0,0 144I4J47o = 22.77 io,o < 11,3(e C- 2-2. -FAC, Fc = 40 S7&.-7 - (2,64103) (11,36) ~1 = Z3. I ksi = 24 ks~ T~oP-i AIS I fir+. 3, 1 1= =,6~oF7 (4 6) Cc = ZTrZ E/Fy = CZ (Tr) (Z9, 5oo) 14 0] = 1 Zo,7 Cc A = I Zo,7 ~(.9roZ)I'Z = 1 Z3, o < r = 14-1, 4 TI,¢.n Fal = 151, 90o /(141.4)7- = 7. (oo I-s'f ~Q = p1A _ ap7~344 = Z.35 ks~ < 7,6o lo--S o~ CHECK THE 511>6(JAU. ZEE ?ANJEL STIFFENEZ 5uPPo27ED AT X-3"(f;r 05¢. 54"a. load as i-oc- ~1fov~~ k-nrcc¢ - I,IZ3` t'1rs>< = . I7- 83 ci'= , IZE)3 (I, I Z3) (3) = . 43>z 1.- 4 y=(3 tc-73)/7- = 1.537// 'AAEL STIFFENEZ Johnson, Mirmiran Project 7"ox fool - and Thompson, P.C. subject Pool A55arlbly AnolxSls Job No. 7555 KINGSTON ROAD . YORK. PA. 17407 Sheet No. /O of 1717) 757.200 -7 Computed By CSC pate 27 53 Chocked BylOel"f Dots Revised 12/20/02 2~ . 1073 (.75)3/L + .75 (0-73)(,-75/Z - , i'7- 7)tl Z + 3 0(6zS (,0'7-3)'/12- + 3.D(~ZS (,073) (.IZ,7 -,0.731Z)Z 015 .4 Sy=~7s(073)3/z +-.75(073)(1,6o-,073/Z)Zj2-+, 073(3,64Ls)3/IZ =.442..4 L= 3,e>o(iZ)= 45,L" k=l.o ,4-- .75 (,073)(2) + 3,o6ZS (,073) = , 333,.:_' rx = 015/333 =.ZIZ~ ~u5e `y = ,44Z~333 =LI5Z. I,,-- /c = I,0 (4 S,(.)/. 7IZ = 7-15. -Fr-or-1 AIs I /A4,3,1,1(0-> F~j = 151~goo/(kl~c)2 c~~¢~ k~ > Cc ~Q Fro.-, A I S I / Art. 3. Z -F. c- w/(- ` 6a3.3/fF , TI+¢-, Fc = . (o o F7 IJA = OAS G3,3/d4o = /o.o Fc = , 60(40) =7-4 ks; _ Z1T -E%rr. = J Z(rr)7-(Z9 500)/40 = ILO,~~ (f = Iz0-(o( k/L/r = 215.1 > IZo.(.(e FI = IS1,900/(KL1r)L = ISlJ900/(Z)5,)2 = 3,Z8 ks = p~A = 5496333 = Z,SS psi < 3.7-6 ks, 'Dac-L X - 6c,,-ca. I S Johnson, Mirmiran Project 3oxP00 1 Johnson, Mirmiran Project To>< Pool and Thompson, P.C. Subject Pool Assa,.-ib~ AM C41515 15 Job No. 9 ® and Thompson, P.C. subject hol A55r. '6Ix AriaI, s,s Job No. 7SSS KINGSTON ROAD • YORK. PA. 17407 Sheet No. 1 Of 2555 AINGSTON ROAD . YORK. PA. 17407 Sheet No. Of 17171757.7600 17171 7577600 Computed By CSC - Date /6/Z?/93 Checked By 6k/"1 Date. V3015 Computed By C5C Date /V L 3 Checked By 60-/"1 Date 11 30 Revised 12/20/02 'bt5/GN -~:7LEXUkC STEEL IN LcvJGlTUD/NAL~/QECT/o!J G,Jr7-H bEUG SUpPoQ,Tt-D BY EDGE Z6-,I/IS SPMWMING ~.%JT/,.I0005Ly 4e-aOSS TKE X -$QAGE5 @ 4 / Q,G. 1455uMe_ ac5a_ 15 5-'s N w,de Mr1,X = w-e~Ito = /o Z.S (I.5)(4)t~0 = Z¢(o {~-Ib = . Z4(. 4+ ~ar A5ret19 = , Z46 (IZ~~Z4(.9o3~ (Z, S) =.0545 _z U50 0-3 A5=.11 rt ok 1 1Gonr- _ 1(9) (S,S) (Z.s)Z/z = .341 z¢~'~~+ o k `IGL/`2 Z-7"3 1o4r5 Ifl~~Sf ~ 4-od,'q a ( I J o c (gar ,,,1, ~d3z L¢.-- 1...t nQx4- I TI~ISk2 C1 Gt-agQ. a'C in Mild 2 0z Sf74/l . / ssof-i . Zon ~al. Channd_l 5PS`lnnin5 L)0_- weerl x- hrae.IZ_S 0-11C z¢c- 5~ 144Za Icrs P17OV1d¢5 adayUC*¢ 41¢.xUrc_( C4P4clI/- 10 Z'5 P54 153.5(4)=61S,Z Ib IFS/I•bS~rolS•Z =849• IL 3'0(.z5 y r v, r 7aXl5 5 Ecrw'4 R 2 2=10z•5 (3~/Z = 153.8 4-Ib ,073 (TYP) Cax15 X= 3,0/ezs/z +,073= 1,&04" Revised 12/20/02 +Z~~77(,073)3~L+,(,7~~073)(1,537-,073~L~Z~ 1:x = ,073 (3+.o7-3)"/1Z _ .399 4 Sx = ="~Y = .399/1,s3-7 _ ,2(.0 .;3 h'Int7tlx -/432./Z(s0)1Z 19.g {c5r Z46; OK Vncy~ _ Y W = j,j (I,IZ3) = .74`) k AwaIo=C3-.0~3~(,073,= .Z14 -1- J~v = Vmmw-~A7.,¢6 = .749/Z14 = 3,50 ks; < . 4(44o) =1` ks; oli C4EC4C TFIE H021Z0nITAL Gt4AT1NEL qT TOP OF tiALL.'I17A,x'EL_ w = '/z = 260.5 pif / = 93.E 71-' 093L (4)=110 = , /SO YAX15 0 07,5`(7yp) 2y = .073 (1.604y/z + Z[1,o 073)3/1Z + 1,0(.073)(.675- ,o~3/L)2~= ,1Z8 4 l .75'Sy= .IZa/.67s =,14..:.3 = t'.' 1A~y -(is0~ i'i IZ = I?.33 ksl < Z' K51 uM*,x = . (,077 1,.,.J( = '(,0-7 (0'93(.) (4) = . ZZ-? k AW~~= 1,~a46073)=.117,.. ' = V" "~A, ab = .2 z7/l 17 = 1,9d (cs < R, Ls, o~c y= 2(,7S)(673)(?S/z) + 3.orezs C.o73>Lo73/a~ _ Iz7" + 3,0(,ZS C,o73) Un 7•SD ,v Johnson, Mirmiran Project Fox Poo I A ® and Thompson, P.C. subject -Pool A5SCNlbl~j ly51~_ Job No. 7555 KINGSTON ROAD • YORK. PA. 17102 Sheet No. of 0171757.7600 1 30 3 Computed By Date /0 Z Checked By Dote Revised 12120/02 0 Johnson, Mirmiran Project oX rO°t ~1 and Thompson, P.C. Subject Pool A555 ;t n7n442S Job No. 1555 KINGSTON ROAD • YORK. PA. 17/01 Sheet No. S of (7171757.7fi00 Computed By CSC Date /O L) 3 Checked By ~ Data /f SO 3 Revised 12/20/02 CNEC1c Tl(E ANGLE Sus'oo¢T AT THE 6o-mzrj o1= THE I?ANEL w = Vz (.,z 4) (3)2- = zoo, a'P 14 (;/3) = /87. z plc MrGx = -/87 2- (4)2/l/o = ,30o1c yAwS X=EIzs(,o73)(o73/Z)+ 3,4Z7(,o-73)(073* + xn+cis 3.50 - 073)/Z /fl.ZS(,o73)+3.427 (,073)] 1.3z" 0 =y= LZ5(,o73)3/Z+ LZS(,o73)(1.3Z-.o73~Z~Z+,073(3,4Z7)YZ + 3,427 (,073)(I,T9-1,3Z)Z = .450 4 _ .341 ~3 Sy= =fix = ,4sO/,32- H"'15, = (30o/34 1) IZ. = /0,S5 Ls; Z4 ks oL V,i-,Ie = , L67 w.Q =,(.07 (15-72)(4)= .455' Aw¢,G 3.4 Z7 (,073) = . Z50 1' Z _ ~Y~ ,mob = .45S~Z5o = /.8Z ksl < (C~ ksl c>~ CHECK 7'NE [i6~~1nIG :5-T2ESS /iAi THE 'PANEL. n -Pan a~ = r, 14 6A if 0 3" 6a zZI P= 6Z.4(3o)/IZ= IS~.O Psi = .ISG 1<s~ O-A = 1,5 p= 0,ZL ~M4x = •Z~~•IS~) (ZZ.5)/(073)2644)= Z6.,7 k-si < Z4(1,Z) =7-8.81<51 oL 57.,ca. +41S coricl ,orl is -IM'j orcrr,a 707 ov¢ ~rass 1s accaP(~oi¢ LoA'b C0>J'Dj7/oNI A0. 3 - -Dacl< or, place INO l 67,.0111 supporf Dac~ Dl'Gcr2 Ground B5-acc Live Load = 4o psi S"7"/~7olc Co~crQ~-¢~2cl.c Load = (5-/IZ) (150) = (,Z.S'Fs-c T4,-t Lo4d = 102 -s ps~ .0n51a¢.r 5~np c{ ~~CL ( (.Jid¢. 5F--nn,n5 it 3 ~ir•ec.... o.l MHax = c.).2Y = W.S(3)/P5 = /15,3 ~4-lb = , Ils3 n = Z9 000 000/57 cCO uZCO - II tc= • 45(2000) = SoOFs~ 1 . G9 Z = I - •z52~3 = , 903 Asrd~~ _ . Its 3 (1z)/ 24(, 903) (2, S) _ .oZ(o Z Mco"C. = , 119 (z)(Z.S~~IZ = ,7¢4 kf~ > . 1153k4 oL 03 loot e Z4u SxUnc = 055-z > ,ozCa ~Z o~ 'Dec-l< n gR~~O z S ~'Q N.'i'1 ~ A L Pn ~ o q 4 ro~ Z ~X T i ~ r N Dp LL o N o' O~ I f~nZZ oomZ aoumm(y'r1 ~ p'~ A O Z IV p- ~ fNn ~ O -n Dfn ~ ~Z,Q O Q. J ~ i mp o 04 ? ~ 1 v &=O~ 06 ^ ~ Z A I ~ ~ Oo O ~ Z I C) ~ m I ~ I ~ o z I I m ~ in ~ I po p°- -Zi u n ~ y ~ NA O ~ ~ m.Zl ~ f Z ~ O ~ r~ D O~ c~ - z m N O ~ C A A O\o N n I ~ < m ~ I ql~p V OA- ~ I ~ I p i n ? N ~ ~ ? it s T ''~~1\ ~ ~ IJ U (U OJ ~ n~+ O I W I a ~ y O Z r, p~ rn ~ n • I ~ 0 ~ ? - I T o, Q m R ~ oy ~ a yp C v~ C'i o C m Q ~ ~p ry m a ~n a o N O LN ~ N ~ O A >m~Z ~\1 rC a rDaL'o xl v ~Zo m Z m m m c~ V ~z~ ~0000 K=~ F~ A v i ('lnJ ~mm ~S N j N~ Z VI m O cZ NOm -i Z i C) r~ n Am N OiN g O m z '-o tp O F ~ O 2 O = 00 m .°vo-Az ~ II . °z f W ~ ~ ~ ~ i ' ~ Y W w C~ O O - la. ~"7 u7 (D O O O ~ m ~ O O 0 ~ (n Lr) LL- N z a¢Q m m Q _ U U U U z XX U a a°a LLJ Q Q Q C) Z zz a ~ ~ J U - - D ~ D M D O r ~ J s ~ co ~ M m D o oz D ° D wo D w wN D J ~ D U CL U i O w ~ N W N ~ Z ~ 6DD pDD DDD DDD DDD D D D , D D ~D ~p D DDDD D 0 i N D D D p~ D D ~ z W ~ ~ M N o, ~ L11 ~r y ~ J a - O F" ! } W Ln i \ \ n I A =I P 3C Q~ h ~ e+ P S Q33~ nto~ h~ .+O O ~ O m m 0 p s.1 --a P'D N= j Q. 3 O I(Dn r ~ y` ~ 7 A ~ n 00 o< ~o s ~ h O Z ~ 0 0 3 N ~ d ~ ~ O T~ m 3 ~ m C 3 h 1 ~ I ~ I j I 1 ~ L -v O O n 0 < ~o z a 0 x -1 w 0 Q \ m~ 'V tj ~ Q i- I O ~ 0 y L. O EO er -ft n N Q~ O X Vi -n 0 f_ 0 nT ~S ~ $ ,p Z ~ s N m ?o ^ :3 a a h 0 * X .p N0 n 0 < m I Q _n ~ Q~S~ N N % N^.AR: p ~Z f 1 Vaan~S r QS < 0' N O o Uu1 p O A r p X A ~ 1 i ? ~ r V 00~p h e~+N~o (6 O vm 3 x U ~ e2F 1q C)3 l f 03a n(~ N ~ ~VI~ 3 f 7C + O n m n ~ N ~ n 3- t s~- O" A S` I`ft S O n S~$ x S ap v N O A S 7 3 v~p x n. 3 i onmco a q N N rp he+ 4aQao 0 -q3R~7C ^ ~ ~ O T'+ ~ rt 3Np,S Yi P 5C) i n O n h (Fp =3 SS N op 0 C ~ ~ N ~p N eF v t 1 i ~ i ~ i I L._-•-- ° 0.r : I D r- ~ ~0 i • (O ~ ~J 3 fn N N ~ ~ ~ N ~ 3 a ~ O 3 0 O ~ n Q 3 ~ ' v D N -3 1 ~ / ~ i ~ i 1 ~ i--- ~ ~ ~ ~ ~ ~ 'V CT Y I a t ~ ~ ~ s a ~ • w ~ R ~ s n ~ ~ e ~ ~ cd WdbS:SO 5802 ZS 'hpW ZBZS BLb 506 T:'ON 3NOHd J.F1-13Q NO?J : W021J Jul•O1 04 02:06p Fox Pool Corp L~ 7177644293 -wniay a71!d cds pa4icaF aati ayj 03 1[ Uauuoa puc »od anW Soiuyewai ayi m s8u!s3g .Siessaz)au ay) aalg -1 urn~ag dwnd 'P331nw aug ayi 07 j[ vaaa -uo3 pue -,elr.n dpuc( aql jo suod (Z) aip io auo oi sSuv»y .ijcss=,au ayp Mrg -g s14 cds iy> >p smnjaa lood ay> >ay7ta o> >asc.n 4.ranip IPro anlcn s!y,1, 7.-pno jjlc;)y ~ql ol paqmin adid oyl oiuo anjcn .ipucj Ac.n-£ c aotJ V fZ ain&j wniay edg .iewaMs POd -asfl edS jO IleValeM ioj "ANO edS ol PauinIaH jaIpM AaleaFf Pue PaisNW 'PBSOp aN swrpaa pod 'uon!sod siyy ul ueip we~y ~ i t iejeaH I; id N (YZ wn8i3) P►ojrve{y uJn3ni Iood 'S gy ain6ij ePoW edS .,U0,. 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C(~ rt ~ ~ ~ ~ ~ ~ ~ z ~ z ~ ~ WHF4T City of Wheat Ridge ~OL oRaa° Residential Demoliti PERMIT - 060929 PERMIT N0: 060929 JOB ADDRESS: 3430 SIMMS ST DESCRIPTION: demo old barn on site ISSUED: 09/28/2006 EXPIRES: CONTACTS owner 303/435-0064 Patric Koentges PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ ESTIMATED PROJECT VALUATION: .00 FEE SUMMARY FEES Comments: I heseby ceztify a[ the setback dietances proposed by this permit application are accurate, and do not violatthaPPallable this ordinancee, rule or regulations of the City of wheat Ridge or covenants, eaeemente or restrictione of record; measuremente s n, and allegations made are accurate; that I have read and agree to abide by all conditions printed on application a that I aesume full res.ponsibility for compliance with the Wheat Ridge Huilding Code (~.B.C) and all other applicable W a[ Ridge Ordinances or work under this permit. Plans subject to field inspection. aa~r 1~ 7This ~tmi iesued in accordance with the provisions set forth in your applicatCOlorado~or~any other applicablef the State of Colorado and to the Zoning Regulations and Building Codes oE Wheat Ridge, ordinancee of the City. 2. Thia pezmit shall expire if (A) the work authorized is not commenced within sixty (60) days Erom issue date or (B t e building authorized ia suapended or abandoned for a period of 100 days. Y required rwided no 3. If thie permit expirea, a new permit may be acquired for a fee of one-half the amount normall , p have been or wi11 be made in the original plans and specifications and any suspension or a changes bfudlnfees shall one (1) year. zf changes have been or if suspension or abandonment exceeds one (1) year, exceeded ot be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage pzob em. 5. Contractor shall notify the auilding Inspector twenty-four (29) hours in advance for all inspections and shall receive written approval on inspection card before proceediag with successive phases of the job. 6. The iasuance of a permit or the apprwal of drawings and specifications shall not be construedlaW b=ule orm=egulationr an approval of, any v n of provis of the building codes or any other ordinance, All plan review i~sin . date Signature of Chief Building Offical INSPECTION REQVEST LINE: (303)234-5933BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oF WH(qT > ~o City of Wheat Ridge Building Permit Number. ~ ^ Community Development Department Date: `'oc oa no~ 1 ~`.iLNQR &UII.Il17VG PERMITAPP.I.I~'~4 TION Property Owner: PropertyAddress: y'33! Phone: 3 ^`j3'S"OQ'~ y Contractor License No.: Company. gO,evi l~2 Phone: 3 OOG ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Dept. Valuation Figure: $ I hereby certify that the setback distanc proposed by this permit application are accurate, and do not violate applicable fdinances, rules or regulations of ihe City of WheatRidgeorcovenants,easemenls rrestrictionsofrewrd~ thalallmeasurements shown, and allegations made are ac rale; that I have read antl agree lo abide by all conditions printed on this applic on and lhat I assume full responsibility for compliancewiththeWheafRidge ilding Code (I.B.C) and all other applicable Wheat Ridge Ordinances, forwork unde is permit. P:ans subject.k0fieid inspectlon. ( 0 W N E R)( GO NTAACT 00. 51 G N E D (OWNER) (GONTRACTOR):PRINTED DA7E Use of Space (description):_ Description of work: A-/11-0vt v[;) 13qQo Sq. FC added Vallle:$ Pemut Fee:$ Plan Review Fee:$ e ax: Total:$ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pertnit was issued in acrordance wi!h the Drovislons sel forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Cobrado or any other applicable ordinances o( the Cily. (2) This pertnit shall expire if (A) the work authorized is not commenced within siaky (60) days (mm issue dale or (B) the building aulhonzed is suspended or abandoned tor a period o11B0 tlays. (3) II this permit exDires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the originat plans and specifications and any suspension or abandonment has nol exceeded one (i) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permil. (4) No work ol any manner shall be tlone that will change the natural flow of water causing a drainage problem. (5) Conlrador shall nolify the Bwlding Inspector Nienry-four (24) hours in advance for all inspections and shall receive writlen approval on inspedion card before proceeding with successive phases of the job. (6) The issuance of a permit or lhe approval of drawinqs and specificalions shall not be construed to be a permit for, nor an approval ol, any violation of the provisions of the building wdes or any other ordinance, law, rele or regulation. Ali plan review Is subJect to field Inspections. Chicf Buildina Offlcial Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: 7500 West 29th Avenue The City of VJheat Ridge, Colorado 80033 Wheat Telephone 303/235-2846 Ridge FAX 303/235-2857 June 13, 2006 Patrick Koentges 3391 Oak Street Wheat Ridge, CO 80033 Deaz Mr. & Mrs. Koentges: RE: Case No. WF-06-02 Please be advised that at its meeting of May 25, 2006, the Board of Adjustment APPROVED your request for a Class II Floodplain Exception Permit to allow construction of a single family home on property zoned Residenrial One and located at approximately 3430 Simms Street for the following reasons: The variance has been approved by the director of public works who is the city's floodplain administrator, and the project has been recommended for approval by staff. With the following conditions: 1. All the floors of the structure, including mechanica] systems, must be placed at a minimum of one foot or more above the 100-year flood level as per city ordinance. 2. No impairment of the floodway shall occur. Structures and site gade shall be built at a level as submitted by the applicant to the city, including the retaining wall. 3. Off-site grading of the site to the north must be approved by the city prior to issuance of a building permit. Enclosed is a copy of the Certificate of Resolution, as well as a draft copy of the minutes, stating the Boazd's decision which became effective the date of the meeting, May 25; 2006. Please feel free to contact me at (303) 235-2846 if you have any questions Sincerely, Kathy FieG{~?nl Administrative Assistant Enclosures: Certificate of Resolution Draft of Minutes cc: WF-06-02 (case file) Building File \\trvci-eng-001 \usersVfield\Kathy\BOA\CORRESP\2006\wfD602approval.wpd CERTIFICATE OF RESOLUTION c(opy I, Ann Lazzeri, Secretary to the City of Wheat Ridge Boazd of Adjustment, do hereby certify that the following Resolution was duly adopted in the City of Wheat Ridge, County of 7efferson, State of Colorado, on the 25th day of Mav, 2006. CASE NO: WF-06-02 APPLICANT'S NAME: Pahick and Laura Koentges LOCATION: 3430 Simms Street WHEREAS, the applicant was denied permission by an administrative officer; and WHEREAS, Board of Adjushnent Application Case No. WF-06-02 is an appeal to this Board from the decision of an administrative officer; and WHEREAS, the property has been posted the ten days required by law, and in recognirion that there WERE NO protests registered against it; and WHEREAS, the relief applied for MAY be granted without detriment to the public welfaze and without substantially impairing the intent and purpose of the regulations goveming the City of Wheat Ridge. NOW, THEREFORE, BE IT RE50LVED that Boazd of Adjushnent Application Case No. WF-06-02 be, and hereby is, APPROVED. TYPE OF VARIANCE: A Class II Floodplain Excepfion Permit to allow construction of a single family home on property zoned Residential One and known as Tract A and Lot 2. FOR THE FOLLOWING REASONS: 1. The variance has been approved by the director of public works who is the city's floodplain administrator and the project has been recommended for approval by staff. WITH THE FOLLOWING CONDITIONS: 1. All the floors of the structure, including mechanical systems, must be placed at a minimum of one foot or more above the 100-yeaz flood level as per city ordinance. 2. No impairment of the floodway shall occur. Structures and site grade shall be built at a level as submitted by the applicant to the city, including the retaining wall. Board of Adjustment Resolution WF-06-02 Fage two (2) Off-site grading of the site to the north must be approved by the city prior to issuance of a building permit. VOTE: YES: ABBOTT, BELL, BLAIR, HOVLAND, HOWARD, LINKER, REINHART NO: None ABSENT: DRDA DISPOSITION: A request for A Class II Floodplain Exception Pernut to allow construction of a single family home on property zoned Residential One and Imown as Tract A and Lot 2. was APPROVED. ADOPTED and made effective this 25th day of Mav. 2006. ~ 7 t Bell, Chair d of Adjustrnent L.~✓ Q~- • Ann Lazzeri, Secretar Board of Adjustment Now; therefore, be it resolved that Board of Adjustment Case No. TUP-06-01 be, and hereby is approved. For the following reasons: 1. There should be no impact on the amount of light and air in the neighborhood. 2. There should be no resultant air, water or noise pollution in excess of what is already occurring. 3. There will be no impact on utilities, parks or schools. 4. There will be no anticipated increase in automobile traffic in the area. With the following conditions: 1. Written permission shall be obtained from Xcel Energy to allow encroachment into their easement prior to issuance of a building permit for the structure. 2. The temporary building shall be allowed for one year starting from the date of occupancy of the structure in the new location. 3. Current landscaping displaced by these improvements shall be accommodated elsewhere on the site in a location that is visible by the general public and as approved by staff. 4. No additional parking shall be allowed on Parfet Street and, as per testimony from staff, this shall be enforced on a complaint basis. The motion passed 7-0. ~ B. Case No. WF-06-02 (continued from Apri127, 2006): An application filed by Patrick and Laura Koentges for approval of a Class II Floodplain Exception Permit to allow construction of a single family home on property zoned Residential One and located at approximately 3430 Simms Street. Boazd Member ABBOTT disclosed that he is an acquaintance of the applicant and that he has no financial interest in this case. The case was presented by Jeff Hirt. He entered all pertinent documents into the record and advised the Boazd there was jurisdiction to hear the case. He also entered a memoranduxn from the city's floodplain administrator dated May 24, 2006 into the record. Staff originally recommended denial of the application for reasons outlined in the staff report. However, staff agrees with the floodplain admuristrator's recommendation contained in the May 24`h memo (received after the staff report was prepared) that the application should be approved with one condition. Board of Adjushnent - 3 - OS-25-06 Tim Pazanto, Director of Public Works and Floodplain Administrator, stated that he recommended approval of the application with the condition that the applicant provide evidence of the righf to enter the adjacent property to perforxn the required grading. Board members reviewed the memo at this time. Those individuals wishing to address this case were swom in by Chair BELL. Patrick Koentges ~R,A*fl 3391 Oak Street Mr. Koentges, the applicant, assured the Boazd that he would not build a structure in an area that could incur future flood problems. In response to a question from Boazd Member ABBOTT, Tim Paranto stated that the revised grading plan would remove any fill from the floodway so the volume would remain constant without raising the floodplain elevation. The grading plan requires 25-30 feet of grading north of the subject property toward Lena Gulch to ensure the adequate flow of water. Mr. Pazanto stated that he would withhold approval of the application until such time as the applicant shows he has pernussion to access that property. The proposed structure will not haue a basement and all livable space will be well above the 100-year floodplain. The applicant also plans to build a retaining wall in order to provide fiuther protection. Board Member BELL asked about runoff problems during construction. Mr. Paranto explained that, if this application is approved, the applicant will submit a grading plan and erosion control plan to be approved by the city before a building permit will be issued. There were no other individuals who wished to speak at this time. Therefore, Chair BELL closed the public hearing portion of the meeting. Upon a motion by Board Member ABBOTT and second by Board Member BLAIR, the following resolution was stated: Whereas, the applicant was denied permission by an administrative officer; and Whereas, Board of Adjustment Application Case No. WF-06-02 is an appeal to this Board from the decision of an administrative officer; and Whereas the property has been posted the ten days required by law, and in recognition that there were no protests registered against it; and Whereas, the relief applied for may be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. Boazd of Adjustrnent OS-25-06 -4- Now, therefore, be it resolved that Board of Adjustment Case No. WF-06-02 be, and hereby is approved. For the following reasons: DRA.FT The variance has been approved by the director of public works who is the city's floodplain administrator, and the project has been recommended for approval by staff. With the following conditions: 1. All the floors of the structure, including mechanical systems, must be placed at a minimum of one foot or more above the 100-year flood level as per city ordinance. 2. No impairment of the floodway shall occur. Structures and site grade shall be built at a level as submitted by the applicant to the city, including the retaining wall. 3, Off-site grading of the site to the north must be approved by the city prior to issuance of a building permit. ~ The motion passed 7-0. (Chair Bell declazed a brief recess at 8:00 p.m. The meeting was reconvened at 8:06 p.m.) C. Case No. WA-06-06: An application filed by Holly Hall and Stephanie McNamaza for approval of (A) a 3.5 foot side yard setback variance from the 15-foot side yazd setback requirement resulting in an 11.5 foot side yard setback; (B) a 10-foot rear yard setback variance from the 15-foot reaz yard setback requirement resulting in a 5-foot reaz yard setback; and (C) a 136 squaze foot variance to maacimum lot coverage for property zoned Residential One (R-1) and located at 3880 Everett Street. Board Member HOVLAND disclosed that he is associated with the applicant through membership in the same homeowners association and that he has no financial interest in the case. The case was presented by Trauis Crane. He entered all pertinent documents into the record and advised the Boazd there was jurisdiction to heaz the case. He reviewed the staff report and digital presentation. He advised that two additional letters of obj ection had been received by staf£ These were entered into the record and reviewed by the Board. Staff recommended approval of all three variance requests for reasons outlined in the staff report. -5- Boazd of Adjushnent OS-25-06 0 w m ~ ~ ' Q Z O ~ m ~ n O o m ~x. ~ ~ 0 0 A ~ 7 N G N m ~ m m m 0 . ~ ~ ~ ~ ~ o, w W W A bt m w w :1) m ~ m a m 0 O 7 ~ C CD a t z O ❑I z 0 0 D m N SU N O' N 0 ~ ~ a m a o` :3 3 m e, C D ~ i~ L m i C- 0 v nD. a A N N A K ti Z O c 3 v CD ~ Z N ~ m n Z Z O (7 m ~ w cmn a Uo ~ cn , O w ~ N ~ C4 N 2 g ~ m `co 5•0 C) m T ~ X