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4595 Harlan Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax f. INSPECTION NOTICE Inspection Type: Job Address: Permit Number: -7 C)6, i ❑ No one available for inspection Time ilD- AM/ Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:_' _ } Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ! % Y r Job Address: -S` 5 jj Permit Number:>; U ❑ No one available for inspection: Time AM/ll Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: �'_ '``? Iy � Inspector: !'< "�----- DO NOT REMOVE THIS NOTICE } , City of V`lheatj__ge COMMIT UNY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 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 permit fee. 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 nermitsna.ci.wheatridae.co.us or fax to 303-237-8929. /"ll �►"'i'r �vn S'�wc "F�odl Party requesting permit extension: r Permit # 2Ut-7 6 (o (o '13 Property Address: S'75 H t4- -- (g !t .5f Phone # 710 -56 9--(r j(oq Email Address: Q I, e �-3 +-/a ��t� (d "I Reason for extension request: -'_ U LMaGe ✓YZg Lp 1141 J f(3 �0(' t � Number of days requested: NO ViPria ntedName: lJs.n c (� C nature: Date: For office use only This request has been: Approved Approved ❑ Denied "PG v www.ci.wheatridge.co.us Extended until:? 0�2 �'' C/ S7 J i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIQM NQT C,E, i .._ ! nn .�! pi G�G WJ Inspection Type: 1-1/5- R V , /J.', E_ -r , A Job Address: Iq S- r- J", n 4 - Permit Number: '9 0 l 6 C a 0�9 S- G, o— : ca. ❑ No one available for inspection: Time =Sly !ypm Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: /-S /12 Inspector: — -L ®O NOT REMOVE THIS NOTICE _j 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: 3 D J- o V Job Address: 44"_'S—,�- Permit Number: o 0 ❑ No one available for inspection: Time U) = y,5 -(A IPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: I 03-234-Date:1 ci Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection` Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 D 1- Q� 0 m Job Address: `-/ -cj S— Pc,r a n Permit Number: 'c? 0 1 13 L^ a g d M ❑ No one available for inspection: Time (AWPM Re -Inspection required: '�eY ' No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: 7—b DO NOT REMOVE THIS NOTICE City of Wheat Ridge 40071*'*""_ Commercial Addition PERMIT - 201802285 PERMIT NO: 201802285 ISSUED: 08/21/2018 JOB ADDRESS: 4595 Harlan St EXPIRES: 08/21/2019 JOB DESCRIPTION: SWO - Attached unconditioned shed for storage; 100 sq ft total *** CONTACTS *** OWNER (720)937-5082 PLANNED PETHOOD GC (720)569-6764 Daniel Berkowitz 150075 Alimar Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 560 / Kennels/Vetenary Hospital; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,150.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 45.15 Permit Fee 93.35 Investigative Fees 93.35 ** TOTAL ** 292.53 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Must be painted to match existing shed and/or building face. City of Wheat Ridge Commercial Addition PERMIT - 201802285 LY PERMIT NO: 201802285 ISSUED: 08/21/2018 JOB ADDRESS: 4595 Harlan St EXPIRES: 08/21/2019 JOB DESCRIPTION: SWO - Attached unconditioned shed for storage; 100 sq ft total I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable buil ing codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal o er of e property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I rther ttest that m le all uthorized to include all entities named within this document as parties to the work to be per a that 1 work to e er r e is disclosed in this document and/or it ' accomp ying approved plans and specifications. 7.1��� Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cA& any ordinige or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buileiing Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City O1 �W heat Rdge COMUNITY DEVEL.OPMUNT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: � /� Plan/Permit # _ It l D ag(3 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Ii 5 . f - Property Owner (please print): fan pe, Phone: 7Zc 5 7 �0 ?Z Property Owner Email: Jy-A e ) J e- C Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: 1 / �/ Contractor Name: ' ,' , (, 04 5 ? rz; 4 Ti City of Wheat Ridge License #: 15 C 0 7 5 Contractor E-mail Address: J cw, `e, � , Z 7 ,R Phone: Phone: -72-6 S%`t 6_76&J 4 Lo PI -1 For Plan Review Questions &do'Imments (please print): i rr F CONTACT NAME (please print): v1 i (� Ka �✓ f7 Phone: 7 Z �(v `f 6 T (, V CONTACT EMAIL(p/ease print): w�t'� ti -Z,3 3 Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # �s�6OMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) d� $ 2 Ooo . ON'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT CT R) o A(1HRIZED REPRESENTATIVE) of (OWNER) CONTRACTOR) G Signature (first and last name):. / DATE: O AtZD IS: Printed Name: (� Ci • 2 6 'L, 1Lv .,x; G 1-z DEPARTMENT USE ONLYy ZONING COMMMENTS:� C- I ���) ty1h" V-**- C��_ OCCUPANCY CLASSIFICATION: t f ''�-1 � • CONSTRUCTION TYPE: v �� Reviewer: �((bi �� BUILDING DEP ENT COMME S: Reviewer: mi4L+� PUBLIC WORKS COMMENTS: Reviewer:j Building Division Valuation: Status Log for Job# 180816002 Contractor: Daniel Berkowitz 8/16/2018 9:27:22 AM System Generated Job# 180816002 Requested -Plan Review - New ------- ___.-- -- Building The following plan review was requested for scheduling: Occupant Name: Planned Pethood Plus Address: 4595 Harlan Street Wheat Ridge, CO 80033 Job#: 180816002 Job Description: attached unconditioned storage shed Plan Review Requested on: Plan Review Type(s):—Plan Review - New Building 8/16/2018 9:27:25 AM System Generated Job# 180816002 Scheduled -Plan Review - New _- -_ Building The following plan review was added to the schedule: Occupant Name: Planned Pethood Plus Address: 4595 Harlan Street Wheat Ridge, CO 80033 Job#: 180816002 Job Description: attached unconditioned storage shed Plan Review Scheduled for: 8/16/2018 7:30:00 AM Plan Review Type(s): Plan Review - New Building Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division = "� APPROVED BY: SCS�- DATE: COMMENTS: N�e..�V ` �i)�1✓� �{,.,Q:Ci� d'�br �i (d r nc, �ec cQ P Lt, t4 NCS PC-THoOD f LO: 145� 5 jj ARl Aq sT W HI fpr pUrr, , C4 12003,3 �O OF Piro Fo's f P tJtScoop ITIGuG> jbi6A(Tr ----------- �k d 5TevCF0 KA C. City or Wheatidge '0 COMMUNITY DmtoPMEw APPROVED R view d f Co _Cem Tian e 1111,11— g .17.2,0)B Pla EA—, Date WY�I+MMEOft rhe --oc, of o P—a w Qppr—w 01 Pbns spec onons and mmpar000ns ~I not be a permit fw, oe on oppro.Wof, one s+olaoan m any oI�p WII0I tv Of Code OrOfW COQrd;, ts. Pr,�,;rs Work shall comply with 201218C, otrUmmff0VW ama.t.(o""b`ewc~the 'o"so o%VW&Wdg IPC, IMC, IFGC, IFC, 201 cones ar olRerW*n0F'C" of the cur shoo nota „at�d. 7 NEC and any applicable City of Wheat tom.- WO 4� �� T Ridge Municipal Codes, f�7 � / 1 71 E LD l Nj C?)oN Jk• littps://app.sketcnup.com/app rnt=en 1 of 1 7/25/2018, 12:39 PM / City Of Wheat Ridge sxetcn U p nttp s : //app. sketcnup. c omi app -rn[=en 1 of 1 7/25/2018,12:46 PM s ri a� h �• W i /VIA' 1 of 1 7/25/2018,12:46 PM SketchUp r littp s : //app. sketchup. c omi app'tn i=en 1 of 1 7!25/2018, 12:43 PM City ai Wheat Ridge wilding �julL®IPS�� �NLNv R t3o�, f`° r� /a r G ri I cr b „ ,u Rh r, tf City d Wheat Ridge ilding A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE Job Address: '9S")5 Permit Number: 2-0 n o0 " S1 ❑ No one available for inspection: Time A Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 2 L � f Inspector: _Z,,W r1\ DO NOT REMOVE THIS NOTICE City of Wheat Ridge m } Commercial Deck PERMIT - 201706693 PERMIT NO: 201706693 ISSUED: 12/27/2017 JOB ADDRESS: 4595 Harlan ST EXPIRES: 12/27/2018 JOB DESCRIPTION: Putting up steel I -beams cantilevering from structural posts to bearing/perimeter wall for deck on 2nd floor; also running two large i -beams from bearing wall to bearing wall for future hot tub; 760 sq ft *** CONTACTS *** OWNER (720)937-5082 JEFF YOUNG GC (720)569-6764 Daniel Berkowitz 150075 Alimar Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 122 / USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 525.00 Permit Fee 442.05 Misc. Fee 20.00 ** TOTAL ** 1,274.38 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Deck PERMIT - 201706693 PERMIT NO: 201706693 ISSUED: 12/27/2017 JOB ADDRESS: 4595 Harlan ST EXPIRES: 12/27/2018 JOB DESCRIPTION: Putting up steel I -beams cantilevering from structural posts to bearing/perimeter wall for deck on 2nd floor; also running two large i -beams from bearing wall to bearing wall for future hot tub; 760 sq ft I, by my signature, do hereby at that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further att t tha I a le ally authorized to include all entities named within this document as parties to the work to be performed and that all ork t�i be�e� iisclosed in this document and/or its' accnpanying approved plans and specifications. Z7 /17 Signature of OWNER' or` CONTRACTOR'(Circle one) Dafe / I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 originalpermit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and�__pprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services D1vision in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief B lding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. DOUGLAS K. STINES/Consultants, Inc. Structural Engineer 4569 Wolff Street Denver, Colorado 80212 ph 720 312-3882 e-mail Dstines904@comcast.net PROJECT FRONT PORCH ADDITION � 4 City or PLANNED PETHOOD PLUS rW heat l dg� 4595 Harlan Street COMMUNITY DEVEUJIsMEt+IT Wheat Ridge, Colorado APPROVED Ci Reviewed for Code Compliance ns Examiner Date FOR y lidityof warm � the issuame o(o permit w opprovol of pons speC4kofans and Camputatianf shop naexopermit for,wan oyWoval af. anr„rab"W'o Daniel Berkowitz om oph, provisions of the building Cade w of wy CdY ordinonas. pemrks presumMpto QNe outhwiw to vbbte of canal the Mww"of tht"'Alimar Construction Codes or other *r&WACe$ of the City "1 not be valid. 3665 Lee Street Wheat Ridge, Colorado 80033 0 2m p 15784 in 'V31l7 December 12, 2017 DKS/CI Job No. 1506-4751 DOUGLAS K. STINES/Consultants, Inc Structural Engineers 4569 Wolff Street Denver, Colorado 80212 ph 720-312-3882 e-mail: D�tincs9J4 a'.ConjCast.net 5 PROJECT:/ -"'7 O/r �� ,,2' i . �>.-, JOB NO:—/ S0 �' - 1`�' f CLIENT:,. } ✓ f't" r° i, �°`"- .eg. *' DATE: BY: 4v if I USE � d �'�'%t✓ (�SS�m.- �� l ) O41f-r4 //. ZZ -I) _- M ,) Z.Z ' �f %`itV.-rc- 4°0.-C. � `� c' G " = (8 y)(285) �4' !??Q labs > / zl.2 72 16s {.-00 Title Block Line 1 Project Title: n You can change this area Engineer: Project ID: j using the "Settings' menu item Protect Descr: and then using the `Printing & Title Block" selection, Title Block Line 6 �r,n ee _ CEC, 201 - 1 11PM Steel Column File= C:lUserstDOUGST-11DOCUME-1tENERCA-1+PLANNE-1tNEWLON-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.829 R.��. Description . New Stl Col at South ends of W16x5Q Deck Beams Code References Calculations perAISC 360-10, IBC 2015, CBC 2016, ASCE 7.10 Load Combinations Used: IBC 2015 General Information Steel Section Name: HSS4x4x1/8 Overall Column Height 2 ft Analysis Method: Allowable Strength Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns : Fy : Steel Yield 36.0 ksi X -X (width) axis : E : Elastic Bending Modulus 29,000.0 ksi Fully braced against buckling along X -X Axis Y -Y (depth) axis: Fully braced against buckling along Y -Y Axis Applied Loads Service loads entered. Load Factors will be Column self weight included : 64.60 lbs ' Dead Load Factor AXIAL LOADS ... DL & LL Reaction from W16x50 Deck Beams: Axial Load at 10.0 ft, D = 3.048, L = 11.224 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bendmg Stress Ratio = 0.3757 : 1 Maximum Load Reactions.. Load Combination +D+L+H Top along X -X Location of max.above base 0.0 ft Bottom along X -X At maximum location values are ... PASS Top along Y -Y Pa: Axial 14.337 k Bottom along Y -Y Pn ! Omega: Allowable 38.156 k 0.00 ft Ma -x: Applied 0.0 k -ft Maximum Load Deflections .. . Mn -x / Omega: Allowable 4.599 k -ft Along Y -Y 0.0 in at Ma -y :Applied 0.0 k -ft for load combination : Mn -y / Omega: Allowable 4.599 k -ft Along X -X 0.0 in at 0.302 PASS for load combination: PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Va : Applied Vn / Omega: Allowable Load Combination Results Load Combination .+D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.75OL-H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0 A50W+H +D+0.750L+0.750S+0.450W+H +D+0.7 50 L+0.750 S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H Maximum Reactions 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum Axial + Bending Stress Ratios Stress Ratio --------- --------------------- Status ---------------- Location 0.082 PASS 0.00 ft 0.376 PASS 0.00 ft 0.082 PASS 0.00 ft 0.082 PASS 0.00 ft 0.302 PASS 0.00 ft 0.302 PASS 0.00 ft 0.082 PASS 0.00 ft 0.082 PASS 0.00 ft 0.302 PASS 0.00 ft 0.302 PASS 0.00 ft 0.302 PASS 0.00 ft 0.049 PASS 0.00 ft 0.049 PASS 0.00 ft for calculations. 0.0 k 0.0 k 0.0 k 0.0 k O.Oft above base O.Oft above base Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 it 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Load Combination @ Base @ Base @ Top @ Base @ Top -- �� - -- -- --- - - - - - -- 3.113 ------ - ---- -------- ------ - - _ _ - -- Note: Only non -zero reactions are listed. - -- ------ -y-- M -End- - o-ment- --s ----- Mx -End Moments k•ft @ Base @ Top @ Base @ Top Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 �r,�ted: ?�EC2C1-. 7. 11 Steel Column File=C9UsersIDOUGST-IDOCUME-11ENERCA-11PLANNE-1tNEWLON-1.EC6 ENERCALC, INC. 19a2017, Build:10.17.8.29, Ver:10.17.8.29 t.r�.••. 19 0 Description : New Sti Col at South ends of W16x50 Deck Beams Maximum Reactions Load Combination +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Extreme Reactions Axial Reaction @ Base 3.113 3.113 11.531 11.531 3.113 3.113 11.531 11.531 11.531 1.868 1.868 3.113 11.224 --- --------_ --Axial Reaction --- Item Extreme Value @ Base 0.000 Axial @ Base Maximum 14.337 0.000 " Minimum 0.000 ft 0.000 Reaction, X -X Axis Base Maximum 3.113 0.000 ft 0.000 Minimum 3.113 0.000 Reaction, Y -Y Axis Base Maximum 3.113 0.000 " Minimum 3.113 0.000 Reaction, X -X Axis Top Maximum 3.113 0.000 ° Minimum 3.113 0.000 Reaction, Y -Y Axis Top Maximum 3.113 0.000 ft 0.000 Minimum 3.113 0.000 Moment, X -X Axis Base Maximum 3.113 0.000 " Minimum 3.113 0.000 Moment, Y -Y Axis Base Maximum 3.113 0.000 " Minimum 3.113 Moment, X -X Axis Top Maximum 3.113 Minimum 3.113 Moment, Y -Y Axis Top Maximum 3.113 Minimum 3.113 Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection ---��-------------- ----------------0.0000---in +D+L+H 0.0000 in +D+Lr+H 0.0000 in +D+S+H 0.0000 in +D-b.750Lr+0.750L+H 0.0000 in +D+0.750L+0.750S+H 0.0000 in +D+0.60W+H 0.0000 in +D+0.70E+H 0.0000 in 40+0.750Lr+0.750L+0.450W+H 0.0000 in +D+0.750L+0.750S+0.450W+H 0,0000 in +D+0.750L+0.750S+0.5250E+H 0.0000 in +0.60D+0.60W+0.60H 0.0000 in +0,60D+0.70E+0.60H 0.0000 in D Only 0.0000 in Lr Only 0.0000 in X -X Axis Reaction k Y -Y Axis Reaction @ Base @ Top @ Base @ Top X -X Axis Reaction k Y-- Y__ Axis Reaction @ Base @ Top @ Base @ Top Note: Only non -zero reactions are listed. -------------------------------------------------- Mx - End Moments k•ft My - End Moments @ Base @ Top @ Base @ Top Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base @ Top Distance Max. Y -Y Deflection Distance 0.000 -- -- ----- --------_---- ft 0.000 -- in - --- ...__. 0.000.- ft 0.000 ft 0.000 in 0.000 ft 0.000 It 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft 0.000 It 0.000 in 0.000 ft 0.000 ft 0.000 in 0.000 ft Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 _ -Steel Column --- Description : New Stl Col at South ends of W16x5O Deck Beams Project Title: 0 Engineer: Project ID: Project Descr: File = Pnnted: 7 DEC 2017, 1:11 PSA INC.1983.2017, Build: 10, 17.8.29, Ver.10.17.8.29 Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance L Only 0.0000 in 0.000 ft 0.000 in 0.000 fl S Only 0.0000 in 0.000 it 0.000 in 0.000 fl W Only 0.0000 in 0.000 ft 0.000 in 0.000 fl E Only 0.0000 in 0.000 ft 0.000 in 0.000 fl H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft +fl+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.75OLr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 it +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 it +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.70E+O.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 it L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Steel Section Properties : HSS4x4x118 Depth - = 4.000 in I xx --_ -- _ 4.40 In"4- Design Thick = 0.116 in S xx = 2.20 1n^3 Width = 4.000 in R xx = 1.580 in Wall Thick = 0.125 in 2x = 2.560 in^3 Area = 1.770 in^2 1 yy = 4.400 in"4 C Weight = 6.460 plf S yy = 2.200 in"3 R yy = 1.580 in Ycg = 0.000 in - - -- 6.910 in"4 3.490 in"3 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Column Description : New Sti Col at South ends of W16x50 Deck Beams Sketches c 0 0 4.00in 0 Project Title: b Engineer: Project ID: Project Descr: PnMe ? CEC 2-D'-,. 1 11 PM File = C:\Users\DOUGST-10XUME—ITNERCA-11PLANNE-1WEWLON-1.EC6 ENERCALC, INC. 1983-2017, Build: 10.17.8.29, Vec10.17.8.29 Douglas K. Stines Consultants Inc. Project Title: 4569 Wolff Street Engineer Project ID: Denver, Colorado 80212 Project Descr: 720-312-3882 dstines9O4@comcast.net Title Block Line 6 Steel Base Plate - 0.00.994 Description : Base Plate at Mas wall at W16x50 Deck Beam ---- -- ------------------------- Code References Calculations per AISC Design Guide # 1, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 General Information Material Properties Printed: 6 DEC 2017, 516PM File = C:lUsersIDOUGST-11DOCUME-1VENERCA-11PLANNE-1.EC6 I ENERCALC, INC. 19n2017, Buik1:10.17.9.30, Ver,10.17.9.30 AISC Design Method Load Resistance Factor Design tp c : LRFD Resistance Factor Steel Plate Fy 36.0 ksi 0.0 k -ft Concrete Support fc = 3.0 ksi 0.0 k Assumed Bearing Area: Full Bearing ------- --- - Allowable Bearing Fp per J8 ---Column &Plate ---- - -- ----- 0.0 k - --� Column Properties Moments create higher soil pressure -- - Steel Section: HSS4x4x114 Depth 4 in Area 3.37 in^2 Width 4 in Ixx 7.8 in^4 Flange Thickness 0.233 in l yy 7.8 in^4 Web Thickness 0 in Plate Dimensions Support Dimensions N : Length 12.0 in Width along °X" 48.0 in B : Width 7 in Length along "Z' 7.625 in Thickness 0.750 in Column assumed welded to base piate- Applied Loads P -Y D : Dead Load ....... 3.048 k L; Live .,..... 11.224 k Lr: Roof Live ......... 0.0 k S: Snow ................ 0.0 k W: Wind ................ 0.0 k E : Earthquake ............. 0.0 k H : Lateral Earth ......... 0.0 k " P' = Gravity load, "+" sign is downward. Anchor Bolts Anchor Bolt or Rod Description Max of Tension or Pullout Capacity........... Shear Capacity ......................................... Edge distance : bolt to plate ................... Number of Bolts in each Row ................... Number of Bolt Rows ........................ V -Z M -X 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft Moments create higher soil pressure at +Z edge. Shears push plate towards +Z edge. ------------ 0.0 k 0.0 k 1.250 in 2.0 1.0 Erzm NM 2.778 ksi z 7 ___ 5Ii3 Douglas K. Stines Consultants Inc. Project Title: 4569 Wolff Street Engineer: Protect ID: Denver, Colorado 80212 Project Descr: 720-312-3882 dstines904@comcast.net Title Block Line 6 Panted 6'EC 20v 5 16P11 ------------- ----------- ------------------------------------------------------ File= Steel Base ��a�@ ENERCALC, INC. 1983-2017, Buikf:10.17.9.30, Ver.10.17.9.30 r.r0. DOUGLAS-• Description: Base Plate at Mas wall at W1750 Deck Beam GOVERNING DESIGN LOAD CASE SUMMARY Plate Design Summary Design Method Governing Load Combination Governing Load Case Type Design Plate Size Pu : Axial ......... Mu: Moment ........ Load Resistance Factor Desiqn +1.20D+0.50Lr+1.60L+1.60H Axial Load Only 1'•0" x 7" x 0 -3/4" 21,616 k 0.000 k -ft Load Comb.: +1.40D+1.60H Loading Pu: Axial ......... Design Plate Height......... Design Plate Width ......... c: "a'ec[ t4or3; en5y if per tial bearing use,. Al : Plate Area ......... A2: Support Area .................. sgrt(A2/A1 ) Distance for Moment Calculation Mu: Max. Moment ..................... fb : Max. Bending Stress ............... Fb : Allowable: Fy' Phi Bending Stress Ratio fu : Max. Plate Bearing Stress .... Fp: Allowable: min( 0.85'fc'sgrt(A2/A1), 1.7' fc)'Phi Bearing Stress Ratio • m ...................... Bearing Stresses 4.267 k Fp: Allowable ................... 12.000 in fu : Max. Bearing Pressure 7.000 in Stress Ratio ..... n'................I..............,.I....1. Plate Bending Stresses 84.000 inA2 Mmax = Fu ` LA212 .......... 99.670 inA2 fb : Actual ........................... 1.089 Fb : Allowable .................... 84.000 inA2 Stress Ratio ..... • m ...................... 4.100 in " n' .....1........I...... 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n'................I..............,.I....1. 0.040 in n" Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Load Comb.: +1.20D+0.50Lr+1.60L+1.60H Loading Bearing Stresses Pu: Axial ......... 21.616 k Fp: Allowable ............................... Design Plate Height ......... 12.000 in fu : Max. Bearing Pressure Design Plate Width ......... 7.000 in Stress Ratio ..................... ." :, -= .;,,, `rom 6!ty it partial bearing used. Plate Bending Stresses Al : Plate Area ......... 84.000 inA2 Mmax = Fu' LA2 /2 ................... A2: Support Area .................. 99.670 inA2 fb : Actual ................................ sgrt( A2/A1 } 1.089 Fb : Allowable .............................. Stress Ratio ..................... Distance for Moment Calculation "m".............I......: 4.100 in ....................1 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n' -.......I ............................. 0.330 in n' ' Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in 2.163 Wn 15.381 ksi 32.400 ksi 0 475 Sending Stress OK 0.257 ksi 1.667 ksi 0.154 Bearing Stress OK Axial toad Only, No Moment 1.667 ksi 0.051 ksi 0.030 0.427 k -in 3.036 ksi 32.400 ksi 0.094 Axial Load Only, No Moment 1.667 ksi 0.257 ksi 0.154 2.163 k -in 15.381 ksi 32.400 ksi 0.475 Douglas K. Stines Consultants Inc. Project Title: (n ) 4569 Wolff Street Engineer: Project ID: Denver, Colorado 80212 Project Descr: 720-312-3882 dstines904@comcast.net Title Block Line 6 ,,rInted ; _„'2.r,17 Steel B1S@ Plate File =C:lUsersiDOUGST-11DOCUME-1\ENERCA-11PLANNE-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.9.30, Vee10.17.9.30 i.0i. Ds Description : Base Plate at Mas wall at W16x50 Deck Beam Load Comb.: +1.200+1.60L+0.50S+1.60H Loading Axial Load Only, No Moment Pu: Axial ......... 21.616 k Design Plate Height ......... 12.000 in Design Plate Width ......... 7.000 in Fp: Allowable ............................... 1.667 ksi Al : Plate Area ......... 84.000 inA2 A2: Support Area .................. 99.670 inA2 sqN A21A1 ) 1.089 Distance for Moment Calculation 0.066 " m'.I..... 4.100 in " n' ..................... 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n' ........................................ 0.330 in n" Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Bearing Stresses Fp: Allowable ............................... fu : Max. Bearing Pressure Stress Ratio ..................... Plate Bending Stresses Mmax = Fu ' LA2 / 2 ................... fb : Actual ................................ Fb : Allowable .............................. Stress Ratio ..................... Axial Load Only, No Moment 1.667 ksi 0.257 ksi 0.154 2.163 k -in 15.381 ksi 32.400 ksi 0.475 Load Comb.: +1.20D+1.60Lr+0.50L+1.60H Axial Load Only, No Moment Loading Bearing Stresses Pu: Axial ......... 9.270 k Fp: Allowable ............................... 1.667 ksi Design Plate Height ......... 12.000 in fu: Max, Bearing Pressure 0.110 ksi Design Plate Width ......... 7.000 in Stress Ratio ....................... 0.066 Plate Bending Stresses Al : Plate Area ......... 84.000 inA2 Mmax = Fu' LA2/2 ................... 0.928 k -in A2: Support Area .................. 99.670 inA2 fb: Actual ................................ 6.596 ksi sqN A2/A1) 1.089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.204 Distance for Moment Calculation " m " ............. I....... 4.100 in "n"....I................ 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n'..............I......................... 0.120 in n' Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Load Comb.: +1.20D+1.60Lr+0.50W+1.60H Axial Load Only, No Moment Loading Bearing Stresses Pu: Axial ......... 3.658 k Fp: Allowable ............................... 1.667 ksi Design Plate Height ......... 12.000 in fu : Max. Bearing Pressure 0.044 ksi Design Plate Width ......... 7A00 in Stress Ratio ....................... 0.026 Plate Bending Stresses Al Plate Area 84.000 inA2 Mmax = Fu' L12/2 ................... 0.366 k -in A2: Support Area .................. 99.670 inA2 fb : Actual ............... _.............. 2.603 ksi sgrt( A2/A1) 1.089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.080 Distance for Moment Calculation m" ..................... 4.100 in . n ...................... 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n' ................ I .... .................. . 0.030 in n' • Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Douglas K. Stines Consultants Inc. Project Title: 4569 Wolff Street Engineer: Proiect ID: Denver,. Colorado 80212 Project Descr: 720-312-3882 dstines904@comcast,net Title Block Line 6 Steel Base Plate File =C:4UsersWUGST-11D0CUME-11ENERCA-flPLANNE-1.EC6 - ENERCALC, INC. 1983-2017, Build: 10.17.9.30, Ver:10.17.9.30 �.r�.• �� Description : Base Plate at Mas wall at W1 6x50 Deck Beam Load Comb.: +1.20D+0,50L+1.605+1.60H Atrial Load Only, No Moment Loading Bearing Stresses Pu: Axial .....,... 9.270 k Fp: Allowable ............................... 1.667 ksi Design Plate Height......... 12.000 in fu : Max. Bearing Pressure 0.110 ksi Design Plate Width .:...:.., 7•GO0 in Stress Ratio 0.066 De dr,9ereni from; ernry if pari ai bearing r,sed. Plate Bending Stresses Al : Plate Area ......... 84.000 inA2 Mmax = Fu' LA212 ................... 0.928 k -in A2: Support Area .................. 99.670 inA2 fb : Actual ................................ 6.596 ksi sgrt( A2/A1) 1.089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.204 Distance for Moment Calculation "m"...............I..... 4.100 in " n " ..................... 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n' .. - ....................1............. 0.120 in n' " Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Load Comb.: +1.20D+1.60S+0.50W+1.60H Axial Load Only, No Moment Loaclinq Bearing Stresses Pu: Axial ......... 3.658 k Fp: Allowable .............................. 1.667 ksi Design Plate Height ......... 12.000 in fu : Max. Bearing Pressure 0.044 ksi Design Plate Width ......... 7.000 in Stress Ratio ................. 0.026 Wil, be different from en ,y .f pa 'lar bearing used, Plate Bending Stresses Al : Plate Area .....- 84.000 inA2 Mmax = Fu' LA2 / 2 ................... 0.366 k -in A2: Support Area .................. 99.670 inA2 fb : Actual ................................ 2.603 ksi sgrt( A2/A1) 1,089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.080 Distance for Moment Calculation 'm° ..................... 4.100 in ° n " ....... ......... I.... 1.600 in X- ............................ 0.000 inA2 Lambda ...................... 0.000 n'.........I....... ............. ....:..... 0.030 in n" Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Load Comb.: +1.20D+0.50Lr+0.60L+W+1.60H Axial Load Only, No Moment Loadinq Bearing Stresses Pu: Axial ......... 9.270 k Fp: Allowable ............................... 1.667 ksi Design Plate Height ......... 12.000 in fu : Max. Bearing Pressure 0.110 ksi Design Plate Width ......... 7.000 in Stress Ratio ....................... 0.066 W,r, be different,r", entry ,ff paz'a' bearing used. Plate Bendinq Stresses Al : Plate Area ......... 84.000 inA2 Mmax = Fu ` LA2 / 2 ................... 0.928 k -in A2: Support Area .................. 99.670 inA2 fb : Actual ................................ 6.596 ksi sgrt(A2/A1) 1.089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.204 Distance for Moment Calculation " m ................. I.... 4.100 in n ..............:...... 1.600 to X .............................. 0.000 inA2 Lambda ...................... 0.000 n' ...... ...... I ........................... 0.120 in n' • Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4,100 in Douglas K. Stines Consultants Inc. Project Title: �D 4569 Wolff Street Engineer: Proiect ID: Denver, Colorado 80212 Protect Descr: 720-312-3882 dstines904@Gomcast, net Title Block Line 6 ,�r,:eo scEczGI 7. si§aah__ Steel Base Plate File =C:lUsersTOUGST-11D000ME-lTNERCA-11PLANNE-1.EC6 -AYfft.t�.• ENERCALC, INC. 1983 2017, Build: 10.17.9.30, Ver10.17.9.30 e• Description: Base Plate at Mas wall at W16x50 Deck Beam Load Comb.: +1.20D+0.50L+0.50S+W+1 "60H Axial toad Only, No Moment Loading Bearing Stresses Pu: Axial ......... 9.270 k Fp: Allowable ............................... 1.667 ksi Design Plate Height ......... 12.000 in fu : Max. Bearing Pressure 0.110 ksi Design Plate Width... 7.000 in Stress Ratio ....................... 0.066 Plate Bending Stresses Al Plate Area ..... 84.000 inA2 Mmax = Fu' LA212 ................... 0.928 k -in A2: Support Area .................. 99.670 inA2 fb : Actual ................................ 6.596 ksi sqrt( A2/A1 ) 1.089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.204 Distance for Moment Calculation "m" ..................... 4.100 in " n " ..................... 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n' ..... .........I .... ..................... 0.120 in n'* Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Load Comb.: +1.20D+0.50L+0.20S+E+1.60H Axial Load Only, No Moment Loading Bearing Stresses Pu: Axial ......... 9.270 k Fp: Allowable ............................... 1.667 ksi Design Plate Height ......... 12.000 in fu : Max. Bearing Pressure 0.110 ksi Design Plate Width ......... 7.000 in Stress Ratio ....................... 0.066 "' "` = Plate Bending Stresses Al Plate Area 84.000 inA2 Mmax = Fu' L"212 ................... 0.928 k -in A2: Support Area .................. 99.670 in A2 fb : Actual ................................ 6.596 ksi sgrt(A2/A1) 1.089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.204 Distance for Moment Calculation m"...........1......... 4.100 in n" ....... I ... I.- ... ... 1.600 in X.............................. 0.000 inA2 Lambda ...................... 0.000 n' ........................................ 0.120 in n' " Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Load Comb.: +0.90D+W+0.90H Axial Load Only, No Moment Loading Bearing Stresses Pu: Axial ......... 2.743 k Fp: Allowable ............................... 1.667 ksi Design Plate Height ......... 12.000 in fu : Max, Bearing Pressure 0.033 ksi Design Plate Width ......... 7.000 in Stress Ratio ....................... 0.020 Plate Bending Stresses Al : Plate Area ......... 84.000 inA2 Mmax = Fu' LA2/2 ................... 0.274 k -in A2: Support Area .................. 99.670 in A2 t: Actual ................................ 1.952 ksi sgd(A2/A1) 1.089 Fb : Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.060 Distance for Moment Calculation ..................... 4.100 in " n " ...................- 1.600 in X .............................. 0.000 inA2 Lambda ...................... 0.000 n' ........................................ 0.010 in n, " Lambda .................................. 0.000 in L = max(m, n, n") ......................... 4.100 in Douglas K. Stines Consultants Inc. 4569 Wolff Street Denver, Colorado 80212 720-312-3882 dsti-nes904@comcast.net Title Block Line 6 Steel Base Plate Description : Base Plate at Mas wall at W16x50 Deck Beam Load Comb.: +0.90D+E+0.90H Project Title: Engineer: Project ID: Project Descr: ___Printed. 6 DEC 2017, 5 16PNI CA-ITLANNE-lEC6 ENEIRCALC, INC. 1983-2017, Build: 10. 17.9.30, Ver. 10.17.9.30 Axial Load Only, No Moment Loadinq Bearing Stresses Pu: Axial ......... 2.743 k Fp: Allowable ............................... 1.667 ksi Design Plate Height 12.000 in fu : Max. Bearing Pressure 0.033 ksi Design Plate Width 7.000 in Stress Ratio ....................... 0.020 --- Plate Bending Stresses Al : Plate Area ......... 84.000 inA2 Mmax=Fu' L'2/2 ................... 0.274 k -in A2: Support Area 99.670 in A2 t: Actual ................................ 1.952 ksi sqrt(A2/Al) 1.089 Fb: Allowable .............................. 32.400 ksi Stress Ratio ..................... 0.060 Distance for Moment Calculation .m* ..............I.....1 4.100 in I n . ....... 1 1.11 ...... 1.600 in X .............................. 0.000 in A 2 Lambda ...................... 0.000 n' 0.010 in n— Lambda.. ................................ 0.000 in L = max(m, n, n") ................... 4.100 in 0 DOUGLAS K. STINES/Consultants, Inc. Structural Engineers 4569 Wolff Street Denver, Colorado 80212 ph 720-312-3882 e-mail: D,tinQ,,90 } a coma3st.ne? PROJECT: �i' �•I�a ;� t 'j6iS� JOB NO:_ 1 r / F?•2 7�1 r C!I ]� f 'fir+ DATE: CLIENT: BY: /� S At C. Ce/j� ! •t' c. � ^r.r Gr S 141 70 T' /1 1_=X s.S i`r/�`..� s`�t`.t' �'` i� �`i o ! S CY�12 4 rltrf� ,�7 37S 0 - x� 1(-,L x C) d! `l Ql^ �l �i j `} +r� C�/ P" 1 %� ✓y'�r 4 !�= {/ _ (,-,3100 X eye) = 7. v yz 3 OP „3 X / 3/ /!.c A 3 SCl-S- 77X Q. 3(,-),9a5)-7 3//6 - $ 75 6 y5` .� yz a Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Steel Beam Description: West most Cantilevered Beam CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis: Major Axis Bending 0(0.446) 1_(0.613) W 16x26 Span = 10.0 ft Project Title: Engineer: Project Descr. Project ID: 13 _ lweo: 12 CK 2e+7,, 12181; f:! File = C:kLswsWUGST-11DOCUME-11ENERCA-1\PLANNE-11NEWLON-1.EC6 ENERCALC, INC. 1983-2017, BuiW:10.17.8.29, VK10.17.8.29 Fy : Steel Yield: 36.0 ksi E: Modulus: 29,000.0 ksi W 16x26 Span = 16.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weiqht calculated and added to loadinq Load for Span Number 1 Uniform Load : D = 0.4460, L = 0.6130 k/ft, Tributary Width = 1.0 ft, (DL & LL) DESIGN SUMMARY ® • Maximum Bending Stress Ratio = 0.683: 1 Maximum Shear Stress Ratio = 4.192 : 1 Section used for this span W1 6x26 Section used for this span W1 6x26 Ma : Applied 54.250 k -ft Va : Applied 10.850 k Mn / Omega: Allowable 79.401 k -ft Vn/Omega : Allowable 56.520 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 10.000ft Location of maximum on span 10,000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.476 in Ratio= 504 >=360 Max Upward Transient Deflection -0.101 in Ratio= 1,907 >=360 Max Downward Total Deflection 0.833 in Ratio = 288 >=240. Max Upward Total Deflection -0.174 in Ratio = 1104 >=240. Forces & Stresses for Load Combinations _Maximum Load CombinationMax Stress Ratios -- -ma Summary of Moment Values Summaryof Shear Values Segment Length Span # M - V - - -- Mmax + - --- --- - -- Ma Max Mnx Mnx/0mega --- -- - - ---- -- Cb Rm ----- --- Va Max - --- Vnx Vnx/Omega - -------- - - - - ---- ----- - ----- +D+H Dsgn. L = 10.00 ft 1 0.297 0.084 -23.60 23.60 132.60 79.40 1.00 1.00 4.72 84.78 56.52 Dsgn. L = 16.00 ft 2 0.297 0.030 -23.60 23.60 132.60 79.40 1.00 1.00 1.68 84.78 56.52 +D+L+H Dsgn. L = 10.00 ft 1 0.683 0.192 -54.25 54.25 132.60 79.40 1.00 1.00 10.85 84.78 56.52 Dsgn. L = 16.00 ft 2 0.683 0.064 -54.25 54.25 132.60 79.40 1.00 1.00 3.60 84.78 56.52 +D+Lr+H Dsgn. L = 10.00 It 1 0.297 0.084 -23.60 23.60 132.60 79.40 1.00 1.00 4.72 84.78 56.52 .Dsgn. L = 16.00 ft 2 0.297 0.030 -23.60 23.60 132.60 79.40 1.00 1.00 1.68 84.78 56.52 +D+S+H Dsgn. L = 10.00 ft 1 0.297 0.084 -23.60 23.60 132.60 79.40 1.00 1.00 4.72 84.78 56.52 Dsgn. L = 16.00 ft 2 0.297 0.030 -23.60 23.60 132.60 79.40 1.00 1.00 1.68 84.78 56.52 +D+0.750Lr+0.750L+H Dsgn. L = 10.00 ft 1 0.587 0.165 46.59 46.59 132.60 79.40 1.00 1.00 9.32 84.78 56.52 Dsgn. L = 16.00 ft 2 0.587 0.055 -46.59 46.59 132.60 79.40 1.00 1.00 3.12 84.78 56.52 +D+0.750L+0.750S+H Dsgn. L = 10.00 ft 1 0.587 0.165 -46.59 46.59 132.60 79.40 1.00 1.00 9.32 84.78 56.52 Dsgn. L = 16.00 ft 2 0.587 0.055 -46.59 46.59 132.60 79.40 1.00 1.00 3.12 84.78 56.52 +D+0.60W+H Dsgn. L = 10.00 ft 1 0.297 0.084 -23.60 23.60 132.60 79.40 1.00 1.00 4.72 84.78 56.52 Dsgn. L = 16.00 ft 2 0.297 0.030 -23.60 23.60 132.60 79.40 1.00 1.00 1.68 84.78 56.52 +D+0.70E+H Dsgn. L = 10.00 ft 1 0.297 0.084 -23.60 23.60 132.60 79.40 1.00 1.00 4.72 84.78 56.52 Dsgn. L = 16.00 ft 2 0.297 0.030 -23.60 23.60 132.60 79.40 1.00 1.00 1.68 84.78 56.52 Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Description: West most Cantilevered Beam Project Title: Engineer: Project Descr: Project ID: 0 Pnnied: 12 HC Pi`. 1228PPA File = C:\UsersIDOUGST-11DOCUME-11ENERCA-11PLANNE-1WEWLON-1.EC6 ENERCALC, INC. 1983-2017,Build:10.17.8.29, Ver.10.17.8.29 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 10.00 ft 1 0.587 0.165 46.59 46.59 132.60 79.40 1.00 1.00 9.32 84.78 56.52 Dsgn. L = 16.00 ft 2 0.587 0.055 46.59 46.59 132.60 79.40 1.00 1.00 3.12 84.78 56.52 +D+0.750L+0.750S+0.450W+H Dsgn. L = 10.00 ft 1 0.587 0.165 -46.59 46.59 132.60 79.40 1.00 1.00 9.32 84.78 56.52 Dsgn. L = 16.00 ft 2 0.587 0.055 -46.59 46.59 132.60 79.40 1.00 1.00 3.12 84.78 56.52 +D+0.750L-#0.750S+0.5250E+H Dsgn. L = 10.00 ft 1 0.587 0.165 46.59 46.59 132.60 79.40 1.00 1.00 9.32 84.78 56.52 Dsgn. L = 16.00 ft 2 0.587 0.055 -46.59 46.59 132.60 79.40 1.00 1.00 3.12 84.78 56.52 +0.60D46OW-460H Dsgn. L = 10.00 ft 1 0.178 0.050 -14.16 14.16 132.60 79.40 1.00 1.00 2.83 84.78 56.52 Dsgn. L = 16.00 ft 2 0.178 0.018 -14.16 14.16 132.60 79.40 1.00 1.00 1.01 84.78 56.52 +0.60D+0.70E+0.60H Dsgn. L = 10.00 ft 1 0.178 0.050 -14.16 14.16 132.60 79.40 1.00 1.00 2.83 84.78 56.52 Dsgn. L = 16.00 ft 2 0.178 0.018 -14.16 14.16 132.60 79.40 1.00 1.00 1.01 84.78 56.52 Overall Maximum Deflections Load Combination Span Max. =" Defl Location in Span Load Combination Max. "+^ Defl Location in Span +D+t-+H 1 0.8332 0.000 O.000Q ^ - "'0000 2 0.0000 0.000 +D+L+H -0.1739 6.784 Vertical Reactions Support notation : Far left is #1 Values in KIPS ----. Load Combination Support 1 Support 2 Support3 ___._. --..- - - - _ _ _----- --------------_---------- ------- -- -- i - ____ - -- Overall MAXimum ---- -- - 14.449 3.183 _ -- --- --- - -- --- - -- - -- -- _ Overall MINimum 3.842 -0.760 +D+H 6.403 -1.267 +D+L++i 14.449 -3.183 +D+Lr+H 6.403 -1.267 +D+S+H 6.403 -1.267 +D+0.750Lr+0.750L+H 12.437 -2.704 +D+0.750L+0.750S+H 12.437 -2.704 +0+0.60W+H 6.403 -1.267 +D+0.70E+H 6.403 -1.267 +D+0.750Lr+0.750L+0.450W+H 12.437 -2.704 +0+0.750L+0.750S+0.450W+H 12.437 -2.704 +0+0.750L+0.750S+0.5250E+H 12.437 -2.704 +0.60D+0.60W+0.60H 3.842 -0.760 +0.60D+0.70E+0.60H 3.842 -0.760 D Only 6.403 -1.267 Lr Only L Only 8,046 -1,916 S Only W Only E Only H Only Title Block Line 1 Project Title: You can change this area Engineer: Proiect ID: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block" selection. Title Block Line 6 ^1d Steel Beam File =C:lUserstDOUGST-11DOCUME-1\ENERCA-11PLANNE-1WEWLON-1.EC6 ENERCALC, INC. 1983.2017, Build: 10.17.8.29, Ver: 10. 17.8.29 Description: East Most Cantilevered Beam CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Strength Design Beam Bracing: Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending 0(0.1875) L(0.5) c c W 16x26 Span = 10.0 ft Applied Loads Beam self weiqht calculated and added to loadinq Load for Span Number 1 Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 12.50 ft; (DL & LL DESIGN SUMMARY Fy : Steel Yield: E: Modulus: W 16x26 Span = 13.670 ft 50.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. 3esian G Maximum Bending Stress Ratio = 0.323: 1 Maximum Shear Stress Ratio = 0.101 : 1 Section used for this span W1 6x26 Section used for this span W16x26 Ma: Applied 35.675 k -ft Va : Applied 7.135 k Mn / Omega : Allowable 110.279 k -ft Vn/Omega : Allowable 70.509 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 10.000ft Location of maximum on span 10.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.350 in Ratio= 686 >=360 Max Upward Transient Deflection -0.060 in Ratio= 2,736 >=360 Max Downward Total Deflection 0.493 in Ratio= 486 >=240. Max Upward Total Deflection -0.083 in Ratio= 1970 >=240. Maximum Forces & Stresses for Load Combinations ------------------------------------------------------ Load Combination Max Stress Ratios ----------- ---------------- ---------------------- ------------------------------------------- Summary of Moment Values - - ---------- - - - ------------------ Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm -------------------------------- Va Max Vnx Vnx/Omega +C+H __...------------------ Dsgn. L = 10.00 ft 1 0.097 0.030 -10.68 10.68 184.17 110.28 1.00 1.00 2.14 117.75 70.51 Dsgn. L = 13.67 ft 2 0.097 0.014 -10.68 10.68 184.17 110.28 1.00 1.00 0.96 117.75 70.51 +D+L+H Dsgn. L = 10.00 It 1 0.323 0.101 -35.68 35,68 184.17 110.28 1.00 1.00 7.14 117.75 70.51 Dsgn. L = 13.67 ft 2 0.323 0.040 -35.68 35.68 184.17 110.28 1.00 1.00 2.79 117.75 70.51 +D+Lr+H Dsgn. L = 10.00 ft 1 0.097 0.030 -10.68 10.68 184.17 110.28 1.00 1.00 2.14 117.75 70.51 Dsgn. L = 13.67 ft 2 0.097 0.014 -10.68 10.68 184.17 110.28 1.00 1.00 0.96 117.75 70.51 +D+S+H Dsgn. L = 10.00 ft 1 0.097 0.030 -10.68 10.68 184.17 110.28 1.00 1.00 2.14 117.75 70.51 Dsgn. L = 13.67 ft 2 0.097 0.014 -10.68 10.68 184.17 110.28 1.00 1.00 0.96 117.75 70.51 +D+0.750Lr+0.750L+H `Dsgn. L = 10.00 ft 1 0.267 0.083 -29.43 29.43 184.17 110.28 1.00 1.00 5.89 117.75 70.51 Dsgn. L = 13.67 ft 2 0.267 0.033 -29.43 29,43 184.17 110.28 1.00 1.00 2.33 117.75 70.51 +D+0.750L+0.750S+H Dsgn. L = 10.00 ft 1 0.267 0.083 -29.43 29.43 184.17 110.28 1.00 1.00 5.89 117.75 70.51 Dsgn. L = 13.67 ft 2 0.267 0.033 -29.43 29.43 184.17 110.28 1.00 1.00 2.33 117.75 70.51 +D+0.60W+H Dsgn. L = 10.00 ft 1 0.097 0.030 -10.68 10.68 184.17 110.28 1.00 1.00 2.14 117.75 70.51 Dsgn. L = 13.67 ft 2 0.097 0.014 -10.68 10.68 184.17 110.28 1.00 1.00 0.96 117.75 70.51 +D+0.70E+H Dsgn. L = 10.00 ft 1 0.097 0.030 -10.68 10.68 184.17 110.28 1.00 1.00 2.14 117.75 70.51 Dsgn. L = 13.67 ft 2 0.097 0.014 -10.68 10.68 184.17 110.28 1.00 1.00 0.96 117.75 70.51 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam - - - Description : East Most Cantilevered Beam Project Title: Engineer: Project Descr: Project ID: 100 PGnted:?2 DEC 20?7, 2O F`.t File = C:IUsers1D00G.ST-11DOCUME-11ENERCA-11PLANNE-1WEWLON-1.EC6 ENERCALC, INC. 1983-2017, Buid:10.17.8.29, Ver.10.17.8.29 Load Combination Span Max Stress Ratios ---------- ------------- -- - - - - -- Summary of Moment Values -- --- - -- - --- +D+L+H Summary of Shear Values Segment length Span # ---- -- _M -V Mmax + Mmax - Ma Max Mnx - - --.. -- -- Mnx/Omega Cb Rm -- Va Max Vnx --------- Vnx/Omega +15+0.750Lr+0.750L+0.450W+N Support notation : Far left is #1 Values in KIPS - Support 1 Support 2 Support 3 ----------- - -- - _- - ----- Dsgn. L = 10.00 ft 1 0.267 0.083 -29.43 29.43 184.17 110.28 1.00 1.00 5.89 117.75 70.51 Dsgn. L = 13.67 ft 2 0.267 0.033 -29.43 29.43 184.17 110.28 1.00 1.00 2.33 117.75 70.51 +0+0.750L+0.750S+0.450W+H +D+0.750Lr+0.750L+H 8.215 -1.975 -FD+0.750L+0.750S+H 8.215 -1.975 Dsgn. L = 10.00 ft 1 0.267 0.083 -29.43 29.43 184.17 110.28 1.00 1.00 5.89 117.75 70.51 Dsgn. L = 13.67 ft 2 0.267 0.033 -29.43 29.43 184.17 110.28 1.00 1.00 2.33 117.75 70.51 +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H 1.856 -0.362 40.60D+0.70E40,60H 1.856 -0.362 D Only Dsgn. L = 10.00 ft 1 0.267 0.083 -29.43 29.43 184.17 110.28 1.00 1.00 5.89 117.75 70.51 Dsgn. L = 13.67 ft 2 0.267 0.033 -29.43 29.43 184.17 110.28 1.00 1.00 2.33 117.75 70.51 +0.60D+0.60W+0.60H H Only Dsgn. L = 10.00 ft 1 0.058 0.018 -6.41 6.41 184.17 110.28 1.00 1.00 1.28 117.75 70.51 Dsgn. L = 13.67 ft 2 0.058 0.008 -6.41 6.41 184.17 110.28 1.00 1.00 0.58 117.75 70.51 +0.60D+0.70E+0.60H Dsgn. L = 10.00 ft 1 0.058 0.018 -6.41 6.41 184.17 110.28 1.00 1.00 1.28 117.75 70.51 Dsgn. L = 13.67 ft 2 0.058 0.008 -6.41 6.41 184.17 110.28 1.00 1.00 0.58 117.75 70.51 Overall Maximum Deflections Load Combination Span Max. "' Deft Location in Span Load Combination Max. "+" Deft Location in Span +D+L+H 1 0.4934 0.000 0.0000 0,000 2 0.0000 0.000 +D+L+H -0.0833 5.796 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 ----- -- -- --- erall MAXimum - -- -- -- - 9.922 - - - - - - -2.432 Overall MINimum 1.856 -0.362 +D+H 3.094 -0.603 +D+L+H 9.922 -2.432 +D+t-r+H 3.094 -0.603 +D+S+H 3.094 -0.603 +D+0.750Lr+0.750L+H 8.215 -1.975 -FD+0.750L+0.750S+H 8.215 -1.975 +0+0.60W+H 3,094 -0.603 40+0.70E+H 3.094 -0.603 +D+0.750Lr+0.750L+0.450W+H 8.215 -1.975 +D+0.750L+0.750S+0.450W+H 8.215 -1.975 +D+0.750L+0.750S+0.5250E+H 8.215 -1.975 +0.60D+0.60W+0.60H 1.856 -0.362 40.60D+0.70E40,60H 1.856 -0.362 D Only 3.094 -0.603 Lr Only L Only 6.829 -1.829 S Only W Only E Only H Only Title Block Line 1 You can change this area using the'Seffings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 ---- -------------------------------------------------------- Steel Beam Description : New Front Porch Long Steel Support Beams Project Title: Engineer: Project Descr: CODE REFERENCES - - - - -- -- ----- - - - _ __. _ -.. _. _. - - - ------------ --- Calculations per AISC 360-10 IBC 2015, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Strength Design Beam Bracing: Beam is Fully Braced against lateral -torsional buckling Bending Axis: Major Axis Bending Project ID: _ Pare, 12�D-C2 - 126 file = C:IUserslDOUGST-11D000ME-11ENERCA- I A6 NE-11NEWLON-1.EC6 ENERCALC, INC. 19832017, Build: 10.17.8.29, Ver:10.17.8.29 Fy : Steel Yield: 50.0 ksi E: Modulus: 29,000.0 ksi D(0.1875) L(0.5) D(0.09375) L(0.25) o a-� 0(0.09375) L(0.75) W 16x50 Span = 40.330 ft ----------- ------ -------- Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load : D=0.0150. L = 0.120 ksf, Extent= 0.0 -->> 14.0 ft, Tributary Width= 6.250 ft, (DL & LL Under Hot Tub) Uniform Load : D=0.0150, L = 0.040 ksf, Extent =14.0 --» 29.0 ft, Tributary Width= 6.250 ft Uniform Load : D=0.0150, L = 0.040 ksf, Extent= 29.0 ->> 40.330 ft, Tributary Width= 12.50 ft, (DL & LL on both sides of beam) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.506: 1 Maximum Shear Stress Ratio = 0.115: 1 Section used for this span W16x50 Section used for this span W16x50 Ma : Applied 116.153 k -ft Va : Applied 14.272 k Mn t Omega: Allowable 229.541 k -ft Vn/Omega : Allowable 123.880 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 18.437ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 1.337 in Ratio= 361 >=360 Max Upward Transient Deflection 0.000 in Ratio= -i <360 Max Downward Total Deflection 1.842 in Ratio= 263 >=240. Max Upward Total Deflection 0.000 in Ratio= 4u <240.0 Maximum Forces & Stresses for Load Combinations -------------------------------------------------------------------------------------------------------------- Load Combination Max Stress Ratios Summary of Moment Values --- ----- -------- Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L = 40.33 ft 1 0.141 0.031 32.31 32.31 383.33 229.54 1.00 1.00 3.81 185.82 123.88 40+L+H Dsgn. L = 40.33 It 1 0.506 0.115 116.15 116.15 383.33 229.54 1.00 1.00 14.27 185.82 123.88 +D+Lr+H Dsgn. L = 40.33 ft 1 0.141 0.031 32.31 32.31 383.33 229.54 1.00 1.00 3.81 185.82 123.88 +p+S+H Dsgn. L = 40.33 ft 1 0.141 0.031 32.31 32.31 383.33 229.54 1.00 1.00 3.81 185.82 123.88 +D+0.750Lr+0.750L+H Dsgn. L = 40.33 ft 1 0.414 0.093 95.07 95.07 383.33 229.54 1.00 1.00 11.47 185.82 123.88 +0+0.750L+0.750S+H Dsgn. L = 40.33 ft 1 0.414 0.093 95.07 95.07 383.33 229.54 1.00 1.00 11.47 185.82 123.88 +D+0.60W+H Dsgn. L = 40.33 ft 1 0.141 0.031 32.31 32.31 383.33 229.54 1.00 1.00 3.81 185.82 123.88 +D+0.70E+H Dsgn. L = 40.33 ft 1 0.141 0.031 32.31 32.31 383.33 229.54 1.00 1.00 3.81 185.82 123.88 +D+0.750Lr+0.750L+0A50W+H Dsgn. L = 40.33 ft 1 0.414 0.093 95.07 95.07 383.33 229.54 1.00 1.00 11.47 185.82 123.88 +D+0.750L+0.750S+0.450W+++ Dsgn. L = 40.33 ft 1 0.414 0.093 95.07 95.07 383.33 229.54 1.00 1.00 11.47 185.82 123.88 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 40.33 It 1 0.414 0.093 95.07 95.07 383.33 229.54 1.00 1.00 11.47 185.82 123.88 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Steel Beam Description New Front Porch Long Steel Support Beams Project Title: Engineer: Project Descr: Project ID: ZD Printed: '2 DEC Load Combination Max Stress Ratios - , - Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax+ Mmax - Ma Max Mnx -_ _ Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +0.60D+0.60W+0.60H - -- - -- ------- --- - - -- -- - --- - ---- Dsgn. L = 40.33 it 1 0.084 0.018 19.39 19.39 383.33 229.54 1.00 1.00 2.29 185.82 123.88 +0.60D40.70E+0.60H Dsgn. L = 40.33 it 1 0.084 0.018 19.39 19.39 383.33 229.54 1.00 1.00 2.29 185.82 123.88 Overall Maximum Deflections Load Combination Span Max. -' Dail Location in Span Load Combination Max. '+• Deft Location in Span +D+L+H 1 ---1.8418 - 19.935 - - ---- - - 0.0000 - 0.000- - Vertical Reactions___ Support notation: Far left is #1 Values in KIPS Load Combination ___ Support 1 Support 2- ------ ---- Overall MAXimum 14.272 603 --------------- 1-2.503 -- - --- - ^---- Overall MINimum 1.829 2.287 +D+H 3.048 3.812 +D+L+H 14.272 12.503 +D+Lr+H 3.048 3.812 +D+S+H 3.048 3.812 +D+0.750Lr+0.750L+H 11.466 10.330 +D+0,750L+0,750S+H 11,466 10.330 +D+0.60W+H 3.048 3.812 +D+0.70E+H 3.048 3.812 +D+0,754Lr+0.750L+0.450W+H 11,466 10.330 +D+0.750L+0.750S+0.450W+H 11.466 10.330 +D+0,750L+0.750S+0.5250E+H 11.466 10.330 +0.60D+0.60W+0.60H 1.829 2.287 +0.60D+0.70E+0,60H 1.829 2.287 D Only 3.048 3.812 Lr Only L Only 11.224 8.691 S Only W Only E Only H Only DOUGLAS K. STINES/Consultants, Inc. PROJECT: /',k 11124 I -Ir CLIENT:- Z�17ZjP_%%e�s^fl�le- 4x 4 F6�,15 Ce- 5 - '0 "<:57 C. 1-f AX < Ale, � ZC' w, 7 '200 Structural Engineers 4569 Wolff Street Denver, Colorado 80212 ph 720-312-3882 e-mail: Dsiincs904 a com�;ast.riel JOB NO: DATE: BY: WIJ A 1( e " Z A 15-5L 2, V/0 '- 'c" e. -- 4 /,-/ M 12/11!20 17 Connection Calculator O Design Method i_Allowable Stress Design (ASD) Connectio yTn pe Lateral loading Fastener Type; Lag Screw Loading Scenario{Single Shear rr Main Member Type Hem Fir Member Thickness, - Other (in inches) - ♦ Main Member: Angle 011k Load to Gram 90 Side Member Type, Douglas Fir -Larch i V Side Member Th— is 3.5 in. Side Member: Angie ofI Load to Grp Washer Thickness 1/8 im Nominal Diameter, Length, 8 in. Load Duration Factor C_D 1.0 ♦ '' Wet Service Factor; C_M - 1. -.0 End Grain Factor; C_e9 = 1.0 Temperature Factor] C t = 1.0 Connection Yield Modes Adjusted ASD Capacity 5421bs. I • Lag Screw bending yield strength of 45000 psi is assumed. • The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. http://www.awc.org/calculators/connectioncalc.160106/ccstyle. asp?design_method=ASD&connection_type=Lateral+loading& fastener_types= Lag +Sere ... 1/1 II —� 697 lbs. IIIm 5421bs. Ills�__� 834 lbs. i V 5621bs. Adjusted ASD Capacity 5421bs. I • Lag Screw bending yield strength of 45000 psi is assumed. • The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. http://www.awc.org/calculators/connectioncalc.160106/ccstyle. asp?design_method=ASD&connection_type=Lateral+loading& fastener_types= Lag +Sere ... 1/1 12111/2017 Connection Calculator �3 Main Member Typed Hem -Fir Wet Service Factor Main Member Thickness4.5 - Other (in inches) -- _ ♦ C eg = 1.0 Temperature Factor C_t 71.0 _ ♦ Side Member Type CDouglas Fir Larch Side Member Thickness --- Other (in inches) -- 3.5 ✓ .. Washer Thickness; 1/8 :in �_-V Nominal Diameter 3/4 in ♦ Length 1[ 8 in. Load Duration Factor 1.0 Wet Service Factor C_M 1 0 End Grain Factor; C eg = 1.0 Temperature Factor C_t 71.0 _ ♦ Adjusted AS Capacity 15851bs. The Adjusted ASD Capacity only applies to withdrawal of the fastener from the main member. It does not address head pull-through capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by Amgrican Wood Council. hitp://www.awc.org/calculators/connection cal c. 160106/ccstyle. asp? design_method=ASD&connection_type=Withdrawal+loading&fastener types=Lag+... 111 MEMBER REPORT New Front Deck, Floor. West most cantilevered Deck joists 1 piece(s) 2 x 10 Hem -Fir No. 2 @ 12" OC Overall Length: 16'5" „ 4 12'5' E o All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual ®Location Allowed Result LDF Load: combination (Pattern) Member Reaction (lbs) 626 @ 4' 13/4" 2126 (3.50") Passed (29%) 1.0 D + 1.0 L (Ail Spans) Shear (lbs) 327 @ 5' 3/4" 1388 Passed (24%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 897 @ 10'5 15/16" 1917 Passed (47%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) -0.163 @ 0 0.207 Passed (2L/610) -- 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) -0.163 @ 0 0.415 Passed (2L/612) 1.0 D + 1.0 L (Alt Spans) TJ -PMT" Rating N/A N/A • Uenecaon cntena: U. (L/4W) ana TL (L/240). Overhang deflection criteria: LL (21./480) and TL (2LJ240). Top Edge Bracing (Lu): Top compression edge must be traced at 13' o/c unless detailed otherwise, Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16'4" o/c unless detailed otherwise. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (lbs) suppers Total Available Required Dead koor 'total Accessories 1 - Plate on steel - SPF 3.50" 3.50" 1.50" 190 436 626 Blocking 2 - Plate on steel - SPF 3.50" 2.25" 1.50" 76 250/-24 326/-24 1 1/4" Rim Board • Rim Board is assumed to carry all bads applied directly above it, bypassing the member being designed. - Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Loads Location (Side) Spadag (0.90) (1.00) Comments Residential - Deck 1 -Uniform (PSF) 0 to 16' 5" 12" 15.0 40.0 DL&LL New Railing DL 2 - Point (lb) 0 N/A 20 - Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e*ressiy disclaims any other warranties related to the software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Wtiyertwuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducWdocument•library. The product application, input design loads, dimensions and support information have been provided by DKS Forte Software Operator Douglas stores Planned Pethoad Pius =runt Deck Dougias K. Seines Consutta^ds. Inc 4555 Harlan Street (7201312-3882 'Wheat Ridge. CO dstines804@ccrncast net DKS;Cf Job No. 1P;06-4751 PASSED 24 System : Floor Member Type : Joist Building Use: Residential Building Code : IBC 2012 Design Methodology: ASD SUSTAINABLE FORESTRY INITIATIVE 12/12.2017 3:43:27 PM Forte v5 3, design Engine: V7,0,0.5 Page 1 of 1 r, i4FORTE A p T MEMBER REPORT New Front Deck, Floor,- Typical Deck Joist Simple Span 1 V !, 1 piece(s) 2 x 10 Hem -Fir No. 2 @ 16" OC f 0 Overall Length: 13' 12'5" E o All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed R.It LDF Load: Combination (Pattern) Member Reaction (lbs) 469 @ 2 1/2" 1367 (2.25") Passed (34%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 399 @ 1'3/4" 1388 Passed (29%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 1451 @ 6'6" 1917 Passed (76%) 1.00 1.0 D + 1.0 L (All Spans) 1 Live Load DeFl. (in) 0.234 @ 6'6" 0.315 Passed (9645) -- 1.0 D + 1.0 L (All Spans) =Total Defl. (in) 0.322 @ 6' 6" 0.629 Passed (L/469) 1,0 D + 1.0 L {AII Spans} '11 -Pro'" Rating N; A N/A • venecuon cnrena: u tL/gou) ano i L LL1/1 W). Top Edge Bracing (Lu): Top compression edge must be traced at 6'9" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 10" o/c unless detailed otherwise. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supper (lbs) Supports Total Available Required Dead oo Tool Accessories Live 1 - Plate on steel - SPF 3.50" 2.25" 1.50" 130 347 477 1 1/4" Rim Board 2 - Plate on steel - SPF 3.50" 2.25" 1.50" 130 347 477 1 1/4" Rim Board • Rim Board is assumed to cant' all bads applied directly above it, bypassing the member being designed Dead Floor Live Loads Location (side) Spacing (ago) (1.00) comments 1 -Uniform (PSF) 0 to 13' 16" 15.0 40,0 Res Ientlal - Deck DL & LL Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. j Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design I professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES J under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, CWeyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducWdocument-library. iThe product application, input design loads, dimensions and support information have been provided by DKS Forte Software Operator Job Notes Douglas Stines Planned Pethood Plus Front Deck Doug!as K. Stines Consultants. Inc 4595 Harlan Street (7201 312-3892 Wheat R-.dge. CO dshnes904@corncast.net, CKS/CI Job No. 1506-4751 PASSED Z 3 System : Floor Member Type : 3oist Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD 0 SUSTAINABLE FORESTRY INITIATIVE 12/12/2017 3:46:43 PM Forte v5.3, Design Engine: V7.0.0.5 Page 1 of 1 MEMBER REPORT New Front Deck, Floor: Deck Joists Under Hot Tub its F ®RTE 2 piece(s) 2 x 10 Hem -Fir No. 2 @ 12" OC Overall Length: 13' 0 1 12'5* a a All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location ANowed Result LDF Load: Combination (Pattern) I Member Reaction (lbs) 850 @ 2 1/2" 2734 (2.25") Passed (31%) 1.0 D + 1.0 L (Ail Spans) Shear (lbs) 797 @ 1'3/4" 2775 Passed (29%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 3153 @ 6'6" 3833 Passed (82%) 1.00 1.0 D + 1.0 L (AII Spans) Live Load Defl. (in) 0.088 @ 6'6" 0.315 Passed (L/999+) -- 1.0 D + 1.0 L (AII Spans) Total Load Defl. (in) 0.345 @ 6'6" 0.629 Passed (V438) 1.0 D + 1.0 L (All Spans) I Tl_Dm TN D�iinn r.rlA l.IIA j 3 - Uniform (PSF) Deflection criteria: LL (L/480) and TL (1.1240). Top Edge Bracing (W): Top compression edge must be braced at 9' 10" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 10" o/c unless detailed otherwise. A 15% Increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. Bearing length Loads to supports (lbs) Supports Total Available Required Dead FlOOr Total Accessories Live 1 - Plate on steel - SPF 3.50" 2.25" 1.50" 595 260 855 1 1/4" Rim Board 2 - Plate on steel - SPF 3.50" 2.25" 1.50" 595 260 855 1114" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. { Dead Floor Live Loads Location (Side) Spacing (0.90) (1,00) Comments - Uniform (PSF) 0 to 2' 2 1/2" 12" 15.0 40.0R esidential - Deck 17 •0 DL 8, LL ; 12 - Uniform (PSF) 2' 2 112" to 10' 9Residential 12" 131.0 40.0 - Hot Tub 1 2„ W Peo ple j 3 - Uniform (PSF) 10'9 1/2" to 13' 12" 15.0 40,0 Residential - Deck DL&LL Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser opressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, bulkier or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, I Weyerhaeuser product literature and installation details refer to www.weyediaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by DKS Forte Software Operator Job Notes Douglas Sones Planned Peit;ood Plus Front Deck , Dougias K. Slines Consultants. Inc 4595 Harlan Street (720j 312-3882 Vlheat R,dge. CO dstlnes904@comcast.net DKS'CI Jou Ne 15G6-4751 PASSED 9 System : Floor Member Type : foist Building Use : Residential Building Code : IBC 2012 Design Methodology: ASD SUSTAINABLE FORESTRY INITIATIVE 12/12/2017 3:53:51 PM Forte v5.3, Design Engine: V7,0.0.5 Page 1 of 1 aaa�i�;Naa i rrr aaaat ANNE gar' aANNE agar dam iaaaaa uaaaiiapira December 12, 2017 DOUGLAS K. STINES/Consultants, Inc. Structural Engineers 4569 Wolff Street Denver, Colorado 80212 Ph: 720-312-3882 E-mail_ Dstines904(d'comcast.net Steve Ahuna c/o Wheat Ridge Building Department 7500 W. 29th Avenue Denver, Colorado 80033 RE: Planned Pethood Plus New Residential Deck 4595 Harlan Street Wheat Ridge, Colorado DKS/CI Job No. 1506-4751 Dear Mr. Ahuna, Reviev, \1 ur Cci,1 umAsliance ad/�- Date Valid�'y or ,.?:mK Yhr- r, u.n'e o]a per—ot o, app, I of plans spedficotiw6 n��'.. fWtati.ny ;hog: nrf be aperniif for, o, ana r I pP of any, Vlalat1011 tO ony nl: rp: cv�sronz me baildng code orotony City o ' ones. Hron*$ P resuming to give a hority to violate of coned the pMWS t* swamp codes orother and nes of the 6ty shop not be �vW Please find the following responses to your Plan Review Notice, Plan check No. 201706693, dated 12/4/2017. 1. Please provide calculations to check capacity of existing CMU wall supporting steel beam W 16x50. Note anchor type/size for base plate connection. See attached list of ICC ESR reports for your use. Seepage 1-11, for CMU Wallft. @ End of W16x50 Bm., Column design, and Base Plate at Mas. Wall design. 2. Provide footing calculations, details and connections to pipe column base plate and to existing slab or footing. Seepage 12, Connection of North end of New Front Porch Cantilevered Stl. Bm 's to the Existing HSS 4x4x1/4 col 's. A11 footings etc. are part of the original approved set of Structural drawings. 3. Provide Software program models cantilever beams as "3" point supports — continuous beam. Please explain. Cantilever end should be modeled as a "free" support. RECEIVED DEC 2 0 2017 Planned Pethood Plus Page i of 3 DKS/CI Job No. 1506-481 Per See pages 13, & 18, the re -designed three cantilevered beams, "West most Cantilevered Beam, Middle Deck Cantilevered Beam, & East -Host Cantilevered Beam " 4. Middle W 10x12 cantilevered beam has a back -span into the existing building longer than the 2 others and more than the longest span of 13' as shown on the calculations. Please include this beam in calculations or explain why this beam is longer? See pages 15, & 16, "Middle Deck Cantilevered Beam " 5. Deflection for Total Load should be < L/240. Calculations show maximum deflection limit= L/180. Although deflections meet the maximum requirement of L/240 this is just a comment as to why L/180 was used. See pages 13 — 20, for the re -design of the new deck support beams which use L1240 minimum for the Total Load. 6. Provide ledger detail. The ledger is existing and is not being loaded with the new Deck framing. 7. Add to wood notes: Wood to also comply with DOC PS20. This note has been added to the General Notes on the Revised Drawing SD -1. 8. Provide lateral stability of new deck with calculations and details. See the Revised Drawings SD -1. 9. Provide guard calculations and details See pages 21, 22, & 23 for Deck Guard calculations, and Lag Screw Values for Guard Post attachment. 10. Revise calculation page for deck joists supporting spa to reference IBC 2012. Design is still okay but documents must reflect current code. Seepages 24, 25, & 26 with deck,joist calculations using 2012 Building Code. 11. Provide design parameters for Wind and Seismic on the plans per IBC Section 1603.1.4 & 1603.1.5. See General Notes on Revised Drawing SD -1. Planned Pethood Plus Page 2 of 3 DKS/CI Job No. 1506481 Please feel free to contact me if I can be of any further assistance with this or any other matter. Sincerely; Douglas K. Stines, P.E. Douglas K. Stines/Consultants, Inc. Encl: Calculations Dated December 12, 2017, pages 1-26. Drawing SD -1, Revised December 12, 2017 Planned Pethood Plus Page 3 of 3 DKS/Cl Job No. 1506-481 Reviewed for Zoning Compliance by the �► t, City of Wheat Ridge Planning Division =!� APPROVFn BY: -5 s0 ATZ- K DATE: M (22 / 1 q COMMENTS: Ack 1 I-VE3 1- ek J �'t j2y,0i 4-r txls�l�cr T 4b,s� �0 10033 City of Wheat Ridge wilding Divison City of ac.t? W heat Rid COMMUNITY DmtorMENT APPROVED Reviewed for Code Complianpc PIV Examiner Date Vafldity of permit- The issuance of a permitorapproval of plans spe[ificaMnQ and computoGons shall not be a permit for, or an approval of, any vioWpn to any of the provisions of the building code or of any City ordkgumes. Pennies presuming to give authority to violate of cancel the provisiars of the /uil Wq codes or other ordinances of the City shall not be valid. City of Wheat Ridge wilding Divison I City of `i�'.;Wh6atNie COMUNITY DEVELOPMENT jg Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-23778929 Inspection Line: 303-234-5933 Email: i)ermitsC@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 1 Plan/Permit # r� Plan Review Fee:. �� a Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:g5 Property Owner (please print): `irz,�, Property Owner Email: Mailing Address: (if different than property addre 'r)4lS wl7Nuvf A lltrt," I T. Address , State, I✓�IGHBan c�fJ�'n dCa,.-��/A,,,�D ��+Glfisah ,pwv,s F�nc�' S To P . t ow IT or4 -FH)S veVa To Be ✓lL-`e"O'IeD . ArchitectlEngi v r E-mail: / �" IC0 p1t3rl - /V(/-( APi0wvve0. d Contractor. Contractors City License #: % 5 '� ne• 22c Contractor E-mail Address: ' 4'j, . Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbi W.R. City se # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other IProject Value: (Contract value or the cost of all materials and labor included in the entire project) I 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) (ONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: i evu el 13"ti SIGNATURE: / � A DATE: Z I DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION? _ Reviewer: TYPE OF CONSTRUCTION BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required SPRINKLERED: OCCUPANTLOAD: V FP sT �. sil (y11 t rn Q c � � (y11 t City of Wheat Ridge Commercial Addition PERMIT - 201700487 PERMIT NO: 201700487 ISSUED: 04/24/2017 JOB ADDRESS: 4595 Harlan ST EXPIRES: 04/24/2018 JOB DESCRIPTION: New storage attached to building; 27 ft x 10 ft with a 1 ft overhang; Unconditioned space with an entry door on west side. Concrete curb to prevent moisture. **REVISION** Making storage larger - total sq ft will be 544 square feet; Added Valuation: $7000.00 *** CONTACTS *** OWNER (303)456-8668 YOUNG JEFF GC (720)569-6764 Daniel Berkowitz 150075 Alimar Construction LLC SUB (970)371-1161 Zachary James Newton 130150 Z Electric LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 122 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUA'T'ION: 17,625.00 FEES Total Valuation 0.00 Plan Review Fee 215.22 Use Tax 317.25 Permit Fee 331.10 ** TOTAL ** 863.57 *** COMMENTS *** *** CONDITIONS *** Smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Per City of Wheat Ridge policy, carbon monoxide detectors are required to be installed within 15' of all bedrooms per IRC 315.1.Work shall comply with 2012 IRC & 2014 NEC. City of Wheat Ridge Y Commercial Addition PERMIT - 201700487 PERMIT NO: 201700487 ISSUED: 04/24/2017 JOB ADDRESS: 4595 Harlan ST EXPIRES: 04/24/2018 JOB DESCRIPTION: New storage attached to building; 27 ft x 10 ft with a 1 ft overhang; Unconditioned space with an entry door on west side. Concrete curb to prevent moisture. "REVISION" Making storage larger - total sq ft will be 544 square feet; Added Valuation: $7000.00 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tie legal owner or have been authorized by the legal caner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermtt futer attest th_tat�I a legtalmly authorized to include alI entities named within this document as partes to the work to be performed nd t tall wo be er ed is disclosed in this document and/or its' accompanying approved plans and specifications. SignatuiYdl~' (OWNER �CONTR$C,9}2-circle one) I9ate I. This permit was issue ased 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 originalermit 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 andprocedures 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 o durance or regulation, of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheatf e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan Review Fee: j � Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Phone: Phone: (72t,'057 5e,'�z Contractor: -1f EJc j S T L Contractors City License #: j 5c e 75 Phone: Contractor E-mail Address: Sub Contractors: Electrical: Z E (1. Lir ; l LGA W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form *R COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT B COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) iyy v �[ ui vt dr cc, Sq. Ft./LF % Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE.- (OWNER) (CONTRACTOR✓or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): I DATE: 5 ��- / 7 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: ktC; "✓ t, w -6'L tJ't BUILDING dEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ COMMERCIAL Building Permit — Plan Review Worksheet Submittal requirements: F]Copy of Deed F]Site Plan (to scale) ❑ Elevations Address: JC� Zoning: f ',K. � �--J Use: Re%. 02 2013 Lot Size: q75 1 3 sq. ft. Need other approvals? J\--' CD Property in the flood plain? N C If yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage Existing Improvements: Building: Other: 0 (./ % ` ti C7 sq. ft. sq. ft. sq. ft. Proposed Improvements: New Structure: 7� so� sq. ft. Addition: c4 C) sq. ft Other: sq. ft. Total Existing, ``� sq. ft Total Proposed C4 0sq. ft Lot Coverage IJ % Lot Coverage V% % Required Setbacks: FR -5o S(o) I S _� R 10X..�'�'��,,� Provided Setbacks: FR"SS 12 • R 1 Commercial buildings may not be built in-line with existing nonconforming structures. For additions or new construction, is the structure within 2 feet of minimum setbacks? �J7 If yes, add surveying condition FND. Maximum Height: Proposed Height: --1"`` t'ft Parking Spaces Required: Parking Stall Width: Handicapped Parking Required: Parking Lot Buffer Required: Access Aisle Width Required: Drive Aisle Width Required: Maximum Size: (�>\ p sq. ft. Proposed Size: IS C` sq. ft. Parking Spaces Provided: Parking Stall Length: Handicapped Parking Provided: Parking Lot Buffer Provided: Access Aisle Width Provided: Drive Aisle Width Provided: Parking Notes/Access Notes ❑ One interior landscaped parking island is required for every 30 parking spaces. ❑ A driveway connection must be made from the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Access points must be spaced at least 100 feet apart, measured from inside edge. Access points on corner lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be at least 50 feet. ❑ In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. ❑ For all uses, one access point per property is permitted. Landscaping Required Required: Shrubs Required: Non -Living Max: Required: ( s.f.) Landscaping Provided Trees Provided: Shrubs Provided: % ( s.f.) Non -Living Provided: Street Trees Provided: Rev. 02/2013 % ( s.£) Trees s.f.) Street Trees Landscauin2 Notes ❑ Street trees must be at least 3 inches caliper, and must be deciduous. ❑ All other trees must be at least 2 inches caliper. ❑ All shrubs must be 5 gallon buckets. ❑ Metal edging shall contain all areas of rock or mulch; rock shall be at least 1-2" in size. ❑ When calculating non -living landscaping, areas of living landscaping may be excepted out of the rock beds. ❑ These exceptions are based on the radius of the specimen after a two-year growing period. Freestanding Light Height: Wall Light Height: Photometric Plan Submitted: Maximum FS Light Height: Maximum Wall Light Height: Architecture: Refer to separate ASDM or Mixed Use checklists. ❑ Metal buildings not permitted for accessory structures. Number of Access points: Curb cut width(s): Distance from property line: Distance from each other: Streetscape: Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase floor area by 60% or more (see formula) (proposed floor area — existing floor area ) / existing floor area = % me. If any box is checked, does the frontage meet current city standards? If not, Streetscape construction or fees -in -lieu will be required. Curb and gutter required? Sidewalk required? Amenity zone? Other? Fee in lieu required? (Confirm PW has added in ADG valuation and fees as fee code SCDF) Are any other conditions required? ❑ Permit is not business license ❑ Separate permits are required for fencing ❑ Separate permits required for site signage ❑ Parking in conformance with Section 26-501 ❑ Landscaping in conformance with Section 26-502 ❑ Lighting in conformance with Section 26-503 ❑ Driving and parking surfaces must be hard surfaced paved ❑ Owner/contractor responsible for locating property lines ❑ Foundation certification form (FND) ❑ As -built survey (NCM) ❑ Floodplain certification (FLD) West Metro Fire Protection District, CO Pian Review Submittal Form Project Information: Type of Plan 10ther Review* _ Project Name* FP-anned Pethood Attached Shed Project Address* 4595 Harlan St Suite City* E1,NTI: 'at R� dae v3 Zip Code* 180033 Project Square �44 Footage* Project Cost* 7500.00 Issue the Permit to: Company Name* jAlimar Construction Company's '1,3665 Lee St Address* City* 7Wheat Widge State* 1CO�..�.._..___.___. Zip Code* 180033 Company's Phone 720-569-6764_T Number` Project's Contact jDaniei Berkowitz Person* Contact's Phone 1720-569-6764 Number* Contact's email 'danielj233@yahoo.com address* Comments: 1 we are proposing an attached shed fo storage to buildir PDF plans cannot be attached to this form they must be emailed separately to planreview@westmetrofire.org For WMFPD use only Pre -Submittal Review: C!' Yes No Accurate project address including suite number Yes No Plans are stamped, signed, and dated ' Yes C; No Manufacturer's certification documentation for the installer is included if applicable Yes r) No Code Analysis is accurate Yes C, No Key plan is included Yes No Written Scope of Work is on the plans C) Yes C:l No Manufacture's data sheets are included and complete * indicates required fields. littp://westmetrofire.org/Forms.aspx'?FID=245&submitted=yes&preview=YES Page 1 of 5/24/201', FM WARTMHff PERM WT REIM ..n ia.mv 79 tJ t�lb is s7cj do*�r 'SPAa +� 5qq S5& F--Ati U+lfiG-/Fr �1���� Go. 533 GI",reg Fksttk u% ptitp C+Dtri px�'t r -;t^ s vi.4LL- `� kP 5 to t►tc± -�--- iCK 3at,DisitSvJ4A� f c-A5tftls& 05URE y"k,EktEEA ? AIS 5sAV SE•R!- J $OsTS L}' Q.L. rjktr G "K $ "LbIGR£'C� iz" Rk8X&. ��, STtlflr (,AtuC1�ET� Sc.�U� re �SYtPkc.'f sR1t(CrLe$ 7 h 0,5$ ZX S V€j[,bjjp ir10utf.--, S rA&e- No< 6acx FL-Asif-Imes- ,ZWT I-SO&LIK F,OARC SC � ~LauG� ��sRS Cie ts-nasGr T,d, ybtkftf (4R sa a tty I/tfk b1. V3 Qa vi Vs I ly | | | VvFl Hal � �} / ! LLS > 0= ji %, go F6 as F V3 Qa vi Vs I ly | | | VvFl � �} / ! �f ji go M C4 I r.•. a J O_ r2d C y V \` j� S 00 0o 1 '1 r2d C y V \` j� S 1 '1 City of Wheat Ridge Commercial Addition PERMIT - 201700487 PERMIT NO: 201700487 ISSUED: 04/24/2017 JOB ADDRESS: 4595 Harlan ST EXPIRES: 04/24/2018 JOB DESCRIPTION: New storage attached to building; 27 ft x 10 ft with a 1 ft overhang; Unconditioned space with an entry door on west side. Concrete curb to prevent moisture. *** CONTACTS *** OWNER (303)456-8668 YOUNG JEFF GC (720)569-6764 Daniel Berkowitz 150075 Alimar Construction LLC SUB (970)371-1161 Zachary James Newton 130150 Z Electric LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 122 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,125.00 FEES Total Valuation 0.00 Plan Review Fee 143.10 Use Tax 182.25 Permit Fee 220.15 * * TOTAL * * 545.50 *** COMMENTS *** *** CONDITIONS *** Smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Per City of Wheat Ridge policy, carbon monoxide detectors are required to be installed within 15' of all bedrooms per IRC 315.1.Work shall comply with 2012 IRC & 2014 NEC. i PERMIT NO JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Addition PERMIT - 201700487 201700487 ISSUED: 04/24/2017 4595 Harlan ST EXPIRES: 04/24/2018 New storage attached to building; 27 ft x 10 ft with a 1 ft overhang; Unconditioned space with an entry door on west side. Concrete curb to prevent moisture. 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 permrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed anc�thatall work t�b�gperformed is disclosed in this document and/or its' accompanying approved plans and specifications. fi / t� / /7 Signatureof OWNER"' or- CONTRALTO' (Circle one) Date 1. This permit was issued based on thein ormation 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.pennit 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. f City of WheatI ridge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci.wheatridge.co.us FOIA OFFICE USE ONLY Date: i Plan/Permit # RO Plan Review Fee: $-m' a Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: '� 5 ��� V - l� S '� z- t�. of e S -O d 5 Owner Property Owner Email: e, Mailing Address: (if different than property address) Address City, State, Zip: (MIT =141 , 1 _ Architect/Enginser E-mail: Phone: Contractor: Contractors City License #: ✓�.^$' �' r (> p.�. 5 � ✓-i% is I L �' ✓i Contractor E-mail Address: ,`z I ; Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: (72-o � f 3 7- 5�0S'Z Phone: (72") Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form —v►r COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT 9COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �( 1,u-� 4, 1- � 'IM S. +0 �jU t I dl c ^� Ct pp'c , f v�nz �2 `/ 2 %� !/ x Ib �0 W, "` �. l ,U !' a�/ e/ l e 'A of- r 1Dtie 'J j(�C�Ct �OCV x.11;}Vi AL4 �elAf,/ 1-40v- 1 -0,v < �Z J ✓l7t �J [,VI L � ( V t' VtV 04C : S4111 -f Sq. FtA. F 7-7c) Btu's C (�. Gallons ct-1 Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) e,_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o (A THORIZED EP SENTATIVE) of (OWNER) (CONTRACTO ` Electronic Si¢nature (first and last name): DATE: (112 DEPARTMENT USE ONLY ZONING COMMMENTS:` .� OCCUPANCY CLASSIFICATION: Reviewer: '"" i'�t-1.� T w I �- ( l� LUIP �- v PR 5 BUILDING DEPARTMENT COMMENTS: Reviewer: Oii Building Division Valuation: $ Rev. 02/2013 COMMERCIAL Building Permit - Plan Review Work; Submittal requirements: ❑ Copy of Deed Site Plan (to scale) Elevations Address: L%515 0A2_t..A J SJ— Lot Size: q-7,51 3 sq. ft. Zoning: Use: 1 0% j7)eed other approvals. Property in the flood plain? If yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New Site plan based on survey/plat yes (FND) yes (NCM) Maximum Lot Coverage: "'70 % g k p sq. ft. Existing Improvements: Building: 'F0C_>ti%' sq. ft. Other: j V o sq. ft. Total Existing 'ZI (VD sq. ft Lot Coverage 1-7. ?_ % Proposed Improvements: Structure: sq. ft. Addition: sq. ft Other: '0 klo n sq. ft. Total Proposed �i-1 5"7 sq. ft Lot Coverage Vi .IZ2; % Required Setbacks: FR D- I.'Z bid S f(— S �_ R � * (3<, STDG 1 Provided Setbacks: FR --L(D2-* S 1J7 S 5Z R6.5 se sPIC-uS Commercial buildings may not be built in-line with existing nonconforming structures. WLVJ For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: sq. ft. Proposed Height: "-j® ft. Proposed Size: sq. ft. Parking Spaces Required: Parking Spaces Provided: A Parking Stall Width: Parking Stall Length: Handicapped Parking Required: Handicapped Parking Provided: Parking Lot Buffer Required: Parking Lot Buffer Provided: Access Aisle Width Required: Access Aisle Width Provided: Drive Aisle Width Required: Drive Aisle Width Provided: Parking Notes/Access Notes ❑ One interior landscaped parking island is required for every 30 parking spaces. ❑ A driveway connection must be made from the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Access points must be spaced at least 100 feet apart, measured from inside edge. Access points on comer lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be at least 50 feet. ❑ In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. ❑ For all uses, one access point per property is permitted. Landscaping Required: Required: Shrubs Required: Non -Living Max: Required: Landscaping Provided: Trees Provided: Shrubs Provided: Non -Living Provided: Street Trees Provided: Rev. 02/2013 ( s.f.) Trees % ( s.f.) Street Trees Landscaping Notes ❑ Street trees must be at least 3 inches caliper, and must be deciduous. ❑ All other trees must be at least 2 inches caliper. ❑ All shrubs must be 5 gallon buckets. ❑ Metal edging shall contain all areas of rock or mulch; rock shall be at least 1-2" in size. ❑ When calculating non -living landscaping, areas of living landscaping may be excepted out of the rock beds. ❑ These exceptions are based on the radius of the specimen after a two-year growing period. Freestanding Light Height: Wall Light Height: Photometric Plan Submitted: Maximum FS Light Height: Maximum Wall Light Height: Architecture: Refer to separate ASDM or Mixed Use checklists. ❑ Metal buildings not permitted for accessory structures. Number of Access points: Distance from property line: Curb cut width(s): Distance from each other: Streetscape: Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase floor area by 60% or more (see formula) (proposed floor area — existing floor area ) / existing floor area = % inc. If any box is checked, does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Curb and gutter required? Sidewalk required? Amenity zone? Other? Fee in lieu required? 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When corrections have been made, call for re -inspection at 303 -234 - Date: b I2-Inspector:�l�i DO NOT REMOVE THIS NOTICE City of j�e OMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits taci.wheatridge.co.us 17 - FOR OFFICE USE ONLY Date: %, /17 Plan/Permit # +� Plan Review Fee:$, -Do ' Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:g-o Property Owner (please print): Property Owner Email: Mailing Address: (if different than property addre �}4IS w17HUli� fJ I�tn�l T. Address: City, State, Zip: Architect/Eng ArchitectlEnai r E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # '5 L-,) C fol I6103on Cg//L-'0 eCar..rQ/A�rr 0`115 feiC&� S to P ,claw tr Urc qen TH15 IV&Va To Be I'LL-_""0veD . Pk_K rM )7 - Dim I cO Plumb! W.R. City L nse # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT 0 COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft.1LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (ONTRACTO or (AUTHORIZED R I PRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: D0.K"ei SIGNATURE:CJ } �_ DATE: 217 14 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: _ Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required TYPE OF CONSTRUCTION SPRINKLERED: OCCUPANT LOAD: Building Division Valuation: $ V _ S'r W kN Q�-mp to h �O Cl 'n W R1 Ccs LAw V o tr foo n? p W � N "1 OWNER DR. JEFF YOUNG PLANNED PETHOOD 4170 TENNYSON DENVER, CO 80212 PLANNED THOOD PLUS 4595 HARLAN STREET WHEAT RIDGE, CO CONSTRUCTION DOCS /PERMIT SET ARCHITECT POLYCHROME ARCHITECTURE PLUS 670 ESTES STREET LAKEWOOD, CO 80215 28 JULY 2015 ELECTRICAL KAZIN AND ASSOCIATES 9364 TEDDY LN. #101 LONE TREE, CO 80124 (720)489-1609 MECHANICAL MC DONALD CONSULTING + DESIGN 10698 AMESBURY WAY HIGHLANDS RANCH, CO 80126 (303)791-2732 STRUCTURAL DOUGLAS K. STINES, P.E. 4569 WOLFF STREET DENVER, CO 80212 (720)312-3882 SYMBOLS NORTH DIRECTION 8'-0" ACT CEILING TAG NORTH A4.01 2 DETAIL MARK 12 KEY NOTE ELEVATION MARK ® WINDOW TAG 4 7A6.o1 5 INTERIOR ELEVATION © DEMO KEY TAG 0 MARK 6 o- MAINEVE NO LL ELEVATION 8305 DOOR NUMBER Wl WALL TYPE 8-1 EQUIPMENT TAG QREVISION TAG VICINITY MAP SHEET SHEET TITLE GENERAL G0.01 GENERAL INFORMATION AND SHEET INDEX A1.01 SITE PLAN A2.00 DEMO PLAN A2.01 MAIN FLOOR PLAN AND REFLECTED CEILING PLAN A2.02 SECOND FLOOR PLAN AND REFLECTED CEILING PLAN A2.03 ROOF PLAN A3.01 EXTERIOR ELEVTIONS A9.01 INTERIOR ELEVATIONS AND DETAILS S-1 FLOOR AND ROOF FRAMING 1N df�A Pl FOUNDATION PLAN . . n-kvi3 n"9! rN E0.2 ONE -LINE DIAGRAM & SITE PLAN E0.3 SCHEDULES & LIGHTING RELAY DIAGRAM cl,eae MUA r z°1eVr emnye fgUepry LIGHTING PLAN MP001 MECHANICAL LEGEND & GENERAL NOTES MP002 MECHANICAL SPECIFICATIONS MP003 MECHANICAL SPECIFICATIONS P001 PLUMBING SECHEDULES P002 PLUMBING DETAILS 1 P101 NV Pil, Ave P102 SECOND FLOOR PLAN - PLUMBING WASTE & VENT P103 FIRST FLOOR PLAN - PLUMBING WATER & GAS P104 SECOND FLOOR PLAN - PLUMBING WATER & GAS M001 HVAC SCHEDULES aue�n a! "' HVAC DETAILS M101 e R/vnN7 M102 SECOND FLOOR - PLAN - HVAC vleinemese Mmiyra W 461 Ave Lnkr,in� � An,imemem roil. W 4511, Ave 2 wlr, y ir i L 4M1 m YoiF LJ 1v411jiA" C7 w .e WOIntl Ave z a � < — W 43rd Ave 8 m 00 I PLANNED PETHOOD PLUS CODE INFORMATION OCCUPANCY CLASSIFICATION: BUSINESS, M -MERCANTILE AND R -RESIDENTIAL TYPE OF CONSTRUCTION: EXISTING - VB, NEW RESIDENTIAL VB NUMBER OF STORIES: (1) EXISTING GROUND LEVEL, (1) NEW SECOND LEVEL = 2 AUTOMATIC SPRINKLER SYSTEM: EXISTING - YES, NEW RESIDENTIAL - YES OCCUPANT LOAD: BUSINESS GROUND LEVEL 6914 SF / 100 = 69 OCCUPANTS BUSINESS SECOND LEVEL 768 SF / 100 = 8 OCCUPANTS MERCANTILE 760 SF / 30 = 26 OCCUPANTS SEPARATION REQ. BETWEEN B AND M USES: 0 HOURS SEPARATION REQ. BETWEEN BUSINESS AND R USES: 1 HOUR HORIZONTAL 1 HR FIRE WALL SEPARATING FIRE PUMP ROOM (3) EXITS PROVIDED FROM BUSINESS (1) EXIT PROVIDED FROM MERCANTILE (2) EXITS PROVIDED FROM RESIDENTIAL ACCESSIBLE MEANS OF EGRESS: (4) DOORS DRAWING INDEX SHEET SHEET TITLE GENERAL G0.01 GENERAL INFORMATION AND SHEET INDEX A1.01 SITE PLAN A2.00 DEMO PLAN A2.01 MAIN FLOOR PLAN AND REFLECTED CEILING PLAN A2.02 SECOND FLOOR PLAN AND REFLECTED CEILING PLAN A2.03 ROOF PLAN A3.01 EXTERIOR ELEVTIONS A9.01 INTERIOR ELEVATIONS AND DETAILS S-1 FLOOR AND ROOF FRAMING S-2 FOUNDATION PLAN E0.1 ELECTRICAL SPECIFICATIONS & LEGEND E0.2 ONE -LINE DIAGRAM & SITE PLAN E0.3 SCHEDULES & LIGHTING RELAY DIAGRAM E1.1 POWER PLAN E2.1 LIGHTING PLAN MP001 MECHANICAL LEGEND & GENERAL NOTES MP002 MECHANICAL SPECIFICATIONS MP003 MECHANICAL SPECIFICATIONS P001 PLUMBING SECHEDULES P002 PLUMBING DETAILS 1 P101 FIRST FLOOR PLAN - PLUMBING WASTE & VENT P102 SECOND FLOOR PLAN - PLUMBING WASTE & VENT P103 FIRST FLOOR PLAN - PLUMBING WATER & GAS P104 SECOND FLOOR PLAN - PLUMBING WATER & GAS M001 HVAC SCHEDULES M002 HVAC DETAILS M101 FIRST FLOOR PLAN - HVAC M102 SECOND FLOOR - PLAN - HVAC PROJECT DESCRIPTION PROJECT CONSISTS OF APPROXIMATELY 7674 SF TENANT BUILD -OUT OF PET CLINIC IN AN EXISTING EMPTY BUILDING AND ADDING A 3148 SF RESIDENCE ABOVE. APPLICABLE CODES 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) 2012 INTERNATIONAL MECHANICAL CODE (IMC) 2012 ENERGY CONSERVATION CODE (IECC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2012 INTERNATIONAL PLUMBING CODE (IPC) 2012 INTERNATIONAL FUEL GAS CODE (IFGC) 2012 INTERNATIONAL FIRE CODE (IFC) 2012 INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC) 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (NFPA) 99 GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL GOVERNING CODES AND STANDARDS. 2. WHERE DISCREPANCIES OCCUR BETWEEN FLOOR PLANS, DETAILS AND LARGER SCALE PLANS, CONSULT ARCHITECT FOR CLARIFICATIONS. WHERE DISCREPANCIES OCCUR BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, CONSULT ARCHITECT FOR CLARIFICATION. 3. COORDINATE ALL WORK BETWEEN ALL TRADES PRIOR TO PROCEEDING WITH WORK. 4. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 5. DO NOT SCALE DRAWINGS. IF DIMENSIONS CAN NOT BE OBTAINED BASED ON THE DRAWING INFORMATION, CONSULT THE ARCHITECT FOR CLARIFICATION. 6. PROVIDE ALL TRANSITION STRIPS AND TERMINATION STRIPS AS REQUIRED AT CHANGE IN FLOOR MATERIAL TO ASSURE A SMOOTH TRANSITION OF FINISHES THAT MEET ADA/ANSI HANDICAPPED STANDARDS. 7. DOOR FRAMES SHALL BE LOCATED 4" FROM ADJACENT INTERSECTION WALLS, UNLESS NOTED OTHERWISE. a!ns POLYGHAONE AAONIYEOIOEE 670 ESTES STREET LAKEWOOD, 0080215 303.548.8753 0 W Z Z 0. F— LU 0 — LU0 W U Ix � CW7 Zp g� F- 7: LU U7 L0 It It ISSUES /REVISIONS DATE PERMIT 7/27115 PROJECT #:2015_109 1 GENERAL INFORMATION DRAWN BY: RR CHECKED BY: RR G0.01 I mWMA ad om PO LYCH RON5 ARCH ST 26T OBE 870 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 i i i i i i i i i ii ii EXISTING FENCED J I AREA TO REMAIN � V ou EXISTING COVERED PORCH TO REMAIN W 0 0 0 0 0 o d l ? X1.1 Q 2� I LI Wo z Q J � 2 EXISTING ASPHALT Q L PARKING LOT AND PARKING STRIPING TO REMAIN w Z Z J 0. ISSUES/REVISIONS DATE PERMIT 7127/15 PROJECT #: 2015109 SITE PLAN ITDRAWN BY: RR T�SCALE�. CHECKED BY: RR 1' = 10'-0' 41.01 HARLAN STREET GENERAL NOTES 1. GC TO NOTIFY ARCHITECT OF ANY EXISTING CONDITIONS THAT DIFFER FROM WHAT IS SHOWN. 2. REFER TO MECH, ELEC AND PLUMBING DRAWINGS FOR ANY DEMO OF THOSE SYSTEMS DEMO KEY NOTES D DEMO PLAN E: 1/8" = 1._O. wu1 PO LYCH RON5 ARCH ST 26T OBE 870 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 V J n 0 0 2 W TF F' PIVA ON wr ril ISSUES/REVISIONS DATE PERMIT 7127/15 PROJECT #:2015_109 DEMO PLAN DRAWN BY: RR CHECKED BY: RR ''.00 REMOVE EXISTING DOOR AND A PORTION OF WALL AS NEEDED FOR NEW DOOR REMOVE EXISTING DOOR AND TRANSOM REMOVE EXISTING FRAMED WALL ® EXISTING CMU AND BRICK WALL TO REMAIN DEMO OPENING FOR NEW STAIR - RE: FLOOR PLAN AND STRUCT. D DEMO PLAN E: 1/8" = 1._O. wu1 PO LYCH RON5 ARCH ST 26T OBE 870 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 V J n 0 0 2 W TF F' PIVA ON wr ril ISSUES/REVISIONS DATE PERMIT 7127/15 PROJECT #:2015_109 DEMO PLAN DRAWN BY: RR CHECKED BY: RR ''.00 RCP KEY NOTES O PROVIDE ACCESS PANELS FOR ITEMS ABOVE CEILING OO PROVIDE GYP BULKHEAD FOR CEILING TRANSITION TO 2" BELOW CEILING HEIGHT OO GC TO PAINT ALL EXPOSED STRUCTURE, DECK AND MECHANICAL SYSTEMS WINDOW WRAP DETAIL Install Wluddw and aldoslashings (a it inp tlilic" i .l L. nonzogrnP :r Apply hood llaWng seal t" 9M81n11,§ II — Peel-nnd.allcN Aeshillg 2 Applyslll Iloshing and swlant $wfenl dandd — as haatl : dde My Patch c"mars (7 Ydpo cuts ova has nas .. f e� Tum up 9" W ana hila peel.end.evcL Ilashi GENERALNOTES 1. GC TO NOTIFY ARCHITECT OF ANY EXISTING CONDITIONS THAT DIFFER FROM WHAT IS SHOWN. 2. GC TO COMPLY WITH ALL ADOPTED CODES AND ACCESSIBILITY REQUIREMENTS. 3. ALL DIMENSIONS ARE TO FINISHED FACE OF WALL. 4. GC AND OWNER RESPONSIBLE FOR SELECTING ALL FINISHES. 5. ALL DOOR HARDWARE TO BE SELECTED BY OWNER AND CONTRACTOR - STYLE AND FUNCTION. ALL HARDWARE TO MEET EGRESS CODE AND ACCESSIBILITY REQUIREMENTS. 6. ALL INTERIOR WALLS TO BE 2X4 WOOD STUDS UNLESS OTHERWISE NOTED 7. SEAL ALL JOINTS AND OPENINGS AT EXTERIOR WALLS FOR WIND, WATER AND THERMAL PROTECTION. 8. ALL GLAZING IN WINDOWS AND DOORS LESS THAN 18" A.F.F. OR WITHIN 12" OF A DOOR TO BE TEMPERED. GROUND LEVEL REFLECTED CEILING PLAN SCALE. 1/8" = 1'—O" 9. ALL TILED WALLS TO RECEIVE CEMENTITIOUS BACKER BOARD. 10. OWNER AND GC TO SELECT INTERIOR DOOR STYLE. 11. GUARD RAILS TO BE A MINIMUM OF 42" A.F.F. AND BE DETAILED SO A 4" SPHERE CANNOT PASS THROUGH THE OPENINGS. 12. ALL EXTERIOR GLAZING TO BE LOW -E. 13. ALL WINDOW OPENINGS TO BE WRAPPED PER ADJACENT DIAGRAM. 14. SMOOTH, HARD, NON-ABSORBENT SURFACE TO 4' A.F.F. REQUIRED WITHIN 2' OF ALL SERVICE SINKS, SINKS AND TOILETS. CEMENTITIOUS BACKER BOARD MUST BE USED BEHIND ALL NON-ABSORBENT MATERIALS AT THESE LOCATIONS. FLOOR PLAN KEY NOTES OO DEMO EXISTING DOOR AND PROVIDE NEW DOOR AND TRANSOM IN EXISTING DOOR OPENING - INFILL WALL WITH MATCHING CONSTRUCTION AS NECESSARY O CABINET CONFIGURATION BY OWNER OO DEMO EXISTING DOOR AND FRAME. RE -FRAME OPENING FOR SINGLE DOOR WITHIN EXISTING OPENING AND INFILL WALL WITH MATCHING CONSTRUCTION AS NECESSARY - PROVIDE NEW LINTEL AS NECESSARY ® GC TO PROVIDE ALL CLEARANCES AND HEIGHTS OO REQUIRED FOR ACCESSIBILITY PER ANSI 117,1 (2009) INFILL EXTERIOR WALL OPENINGS WITH 2X STUD WALL © WITH STUCCO EXTERIOR O I HR. RATED DOOR PROVIDE SOUND BATT INSULATION FULL HEIGHT OF OO WALL 2X6 STUD WALL ALIGNED WITH 0 EXISTING COLUMNS STAIR TO MEET THE FOLLOWING REQUIREMENTS: MIN. 44" WIDE, TREADS 11" MIN., RISERS 7" MAX., HANDRAIL ON EACH SIDE AT 36" ABOVE NOSINGS, GUARDRAIL AROUND OPEN STAIR MIN. 42" HIGH WITH 10 OPENINGS SOA 4" SPHERE CANNOT PASS THROUGH EXISTING WATER HEATER TO REMAIN A3 01 WALL TYPE KEY 2X WOOD STUD WALL 1 HR RATED WALL FURRING ON EXISTING CMU WALL GROUND LEVEL FLOOR PLAN 1 2 SCALE: 1/5" = 1'-0" 520 m!an POLYCH Rolit APONtYPCTU P.s 570 ESTES STREET LAKEWOOD, CO 80215 303.548.9753 U) D 0. 0 O O~ w0 wV 2� C/)w w cy) > T W z z qI a a. j• c.ra .o `' Imo® I © I ate© \ MMEM MIMMMM MMI IIIMIMMI M1 \001 \001■ im\\m\\m\\m\\ M■ MIMMMI IMMMIM 111 IMMIMMEEM. im \m \m \m \mi \\m\\m\\m■ IIMMMM MMMIM III �__�_����■ l \ \ Il/l�lllll _i '•I111Illlll•o•���1/11/11 ad ��� --imm IIC�11NO Nonni `�', I���; III�IIIII.m.II/II/1111 M1��Il— III1Illlll mmm ���'�� WINDOW WRAP DETAIL (1J Cul modlOetl "I" X� Apply alit flashing Ihhwmwrap and Sealant 3aelam Tum up W g ho ala,ed and aides My PAM — mmere CWeadlold pael.aM-sob sshma caaInstall wtndpwand 'A1Apply Mad Pashing (j) Tape cuts ovor aide llea111nga head llaffiIng Scall" I'cR4ad shaoth:rq .Y: %ill ,`. lY ..9 i --voMeraaeda darhirg GENERALNOTES 1. GC TO NOTIFY ARCHITECT OF ANY EXISTING CONDITIONS THAT DIFFER FROM WHAT IS SHOWN. 2. GC TO COMPLY WITH ALL ADOPTED CODES AND ACCESSIBILITY REQUIREMENTS. 3. ALL DIMENSIONS ARE TO FINISHED FACE OF WALL. 4. GC AND OWNER RESPONSIBLE FOR SELECTING ALL FINISHES. 5. ALL DOOR HARDWARE TO BE SELECTED BY OWNER AND CONTRACTOR - STYLE AND FUNCTION. ALL HARDWARE TO MEET EGRESS CODE AND ACCESSIBILITY REQUIREMENTS. 6. ALL INTERIOR WALLS TO BE 2X4 WOOD STUDS AND ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS RE: STRUCTURAL. 7. SEAL ALL JOINTS AT EXTERIOR WALLS FOR WIND, WATER AND THERMAL PROTECTION. 8. ALL GLAZING IN WINDOWS AND DOORS LESS THAN 18" A.F.F., AT TUB/SHOWER OR WITHIN 12" OF A DOOR TO BE TEMPERED. REFER TO IRC FOR ADDITIONAL INFORMATION. 9. ALL ESCAPE WINDOWS TO HAVE A CLEAR OPENING OF 5.7 SF AND A CLEAR OPENING HEIGHT OF 24". A WIDTH OF 20" WITH THE SILL NO HIGHER THAN 42" A.F.F.. REFER TO IRC FOR ADDITIONAL INFORMATION. 10. ALL SHOWER AND TUBS TO RECEIVE A CEMENTITIOUS BACKER BOARD AT SURROUNDING WALLS. 11. WINDOW SIZES ARE NOMINAL - GC TO COORDINATE SIZE OF WINDOWS WITH WINDOW MANUFACTURER AVAILABLE SIZES. 12. GC TO PROVIDE GUTTERS BASED ON ROOF AREA AND LOCAL RAINFALL INFORMATION. 13. GC TO PROVIDE BLOCKING IN WALL FOR ALL WALL HUNG ITEMS. 14. ALL GUARD RAILS TO BE A MINIMUM OF 42" HIGH A.F.F. AND BE DETAILED SO A 4" SPHERE CANNOT PASS THROUGH THE OPENINGS. 15.ALL CABINETRY, FIXTURES AND APPLIANCES TO BE SELECTED BY OWNER AND CONTRACTOR. 16. ALL EXTERIOR GLAZING TO BE LOW -E 17. ALL DOOR STYLES TO BE SELECTED BY OWNER AND CONTRACTOR. 18. ALL FLOORING, TILE AND OTHER FINISHES TO BE SELECTED BY OWNER AND CONTRACTOR. 19. ALL OPENINGS TO BE WRAPPED PER ADJACENT DIAGRAM. 20.PROVIDE ACCESS TO ATTIC. 21.ATTIC TO HAVE BLOWN INSULATION - R-30 PLAN KEY NOTES O DEMO EXISTING DOOR AND PROVIDE NEW DOOR AND TRANSOM IN EXISTING DOOR OPENING - INFILL WALL WITH O MATCHING CONSTRUCTION AS NECESSARY 03 1 HR RATED DOOR BETWEEN B AND R USES ® NEW WOOD DECK ABOVE TAPERED INSULATION ROOF BY OTHERS - DECK TO HAVE 42" GUARDRAIL AROUND PERIMTER 42" GUARDRAIL AROUND STAIR WITH OPENINGS IN RAIL SO 4" SPHERE CANNOT PASS THROUGH © 1 HR RATED SEPARATION UNDER ENTIRE RESIDENCE (EXCLUDING WORK ROOM WHICH IS B OCCUPANCY) - RE: SECTIONS - UL 263 NO. 415 SYSTEM A ' lok POLYCH Raaf ARCHITECT TIRE 670 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 v J 0. W UJ U I U Z p H 2 W LD = ch Iq IPERMIT 17/27/15 1 PROJECT #:2015_109 SECOND FLOOR PLAN & REFLECTED CEILING PLAN 1 DRAWN BY: RR 43.01 2 SECOND FL. REFELECTED CEILING PLAN A� 1 SECOND FLOOR PLAN A� CHECKED BY: RR SCALE: 1/8' = 1x-0' SCALE: 1/8" = 1'-0. A2.01 ,`. lY ..9 i �.�•.J,.:+Y''::�.. . x`.11-,�j...'�•� 10. ALL SHOWER AND TUBS TO RECEIVE A CEMENTITIOUS BACKER BOARD AT SURROUNDING WALLS. 11. WINDOW SIZES ARE NOMINAL - GC TO COORDINATE SIZE OF WINDOWS WITH WINDOW MANUFACTURER AVAILABLE SIZES. 12. GC TO PROVIDE GUTTERS BASED ON ROOF AREA AND LOCAL RAINFALL INFORMATION. 13. GC TO PROVIDE BLOCKING IN WALL FOR ALL WALL HUNG ITEMS. 14. ALL GUARD RAILS TO BE A MINIMUM OF 42" HIGH A.F.F. AND BE DETAILED SO A 4" SPHERE CANNOT PASS THROUGH THE OPENINGS. 15.ALL CABINETRY, FIXTURES AND APPLIANCES TO BE SELECTED BY OWNER AND CONTRACTOR. 16. ALL EXTERIOR GLAZING TO BE LOW -E 17. ALL DOOR STYLES TO BE SELECTED BY OWNER AND CONTRACTOR. 18. ALL FLOORING, TILE AND OTHER FINISHES TO BE SELECTED BY OWNER AND CONTRACTOR. 19. ALL OPENINGS TO BE WRAPPED PER ADJACENT DIAGRAM. 20.PROVIDE ACCESS TO ATTIC. 21.ATTIC TO HAVE BLOWN INSULATION - R-30 PLAN KEY NOTES O DEMO EXISTING DOOR AND PROVIDE NEW DOOR AND TRANSOM IN EXISTING DOOR OPENING - INFILL WALL WITH O MATCHING CONSTRUCTION AS NECESSARY 03 1 HR RATED DOOR BETWEEN B AND R USES ® NEW WOOD DECK ABOVE TAPERED INSULATION ROOF BY OTHERS - DECK TO HAVE 42" GUARDRAIL AROUND PERIMTER 42" GUARDRAIL AROUND STAIR WITH OPENINGS IN RAIL SO 4" SPHERE CANNOT PASS THROUGH © 1 HR RATED SEPARATION UNDER ENTIRE RESIDENCE (EXCLUDING WORK ROOM WHICH IS B OCCUPANCY) - RE: SECTIONS - UL 263 NO. 415 SYSTEM A ' lok POLYCH Raaf ARCHITECT TIRE 670 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 v J 0. W UJ U I U Z p H 2 W LD = ch Iq IPERMIT 17/27/15 1 PROJECT #:2015_109 SECOND FLOOR PLAN & REFLECTED CEILING PLAN 1 DRAWN BY: RR 43.01 2 SECOND FL. REFELECTED CEILING PLAN A� 1 SECOND FLOOR PLAN A� CHECKED BY: RR SCALE: 1/8' = 1x-0' SCALE: 1/8" = 1'-0. A2.01 GENERAL ROOF PLAN NOTES 1. G.C. TO PATCH ANY EXISTING CONSTRUCTION THAT GETS DAMAGED DURING NEW CONSTRUCTION - PATCH TO MATCH EXISTING 2. GC TO NOTIFY ARCHITECT OF ANY EXISTING CONDITIONS THAT DIFFER FROM WHAT IS SHOWN 3. ROOFING CONTRACTOR TO INCLUDE ALL MISC. TRIM, VENTING AND FLASHING FOR A COMPLETE ROOFING SYSTEM ROOF PLAN KEY NOTES O NEW SHINGLE ROOF - TO BE SELECTED BY OWNER C PREFINISHED METAL GUTTERS AND DOWNSPOUTS - DOWNSPOUTS TO BE DIRECTED TO FLAT ROOF SURFACE OR TO GRADE (TYP) OJ NEW TAPERED INSULATION AND ROOF ON EXISTING FLAT ROOF BY OTHERS ® NEW WOOD DECK ABOVE TAPERED INSULATION ROOF BY OTHERS - DECK TO HAVE 42" GUARDRAIL AROUND PERIMTER O EXISTING BUILDING PARAPET - GC TO REPAIR ANY DAMAGE TO PARAPET DURING CONSTRUCTION AND EXISTING DAMAGE TO MAKE THE PARAPET WATERTIGHT ED ROOF PLAN =� 1 SCALE: 1/8" wu1 PO LYCH RON5 ARCH ST 26T UBE 870 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 V J n 0 0 O 2 W TF F' PIVA 44 wr ril ISSUES/REVISIONS DATE PERMIT 7127/15 PROJECT #:2015_109 ROOF PLAN DRAWN BY: RR CHECKED BY: RR A2.03 NORTH E-LEVATIION SCALE: 1/a 12 SOUTH ELEVATION 2 SCALE: 1/a° = 1'-0" EXISTING COLUMNS INDERSIDE OF H 3DWESTELEVATION SCALE: 1/9" = 1'—O" NEW SHINGLE 12 4F� 12 a4 PO LYCH RON5 ARCH ST 26T OBE 870 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 U) D J n 0 0 O 2 W TF F' PIVA 44 wr ril F- LU 0 Lu LLI Z p J � Q W 2 LlJ Lo _ Ln IRT NEW STUCCO ,...:.: NEW 42" H DECK - ^% p ?=:" / '.` /d / ISSUES/ REVISIONS DATE GUARDRAIL BY OTHERS �• A "`,• PERMIT 7127/15 EXISTING TILE ROOF O .. . .. :. .... .. ..•r':.�.• \ •. / \ .. _ \ , .. j jj �j NEW STUCCO) NEW DOOR AND J NEW WINDOWS (TVP) NEW DOOR AND TRANSOM TRANSOM EAST ELEVATION 1 SCALE: 1/a" = 1'-0" :::EES::::::C:::::�::::::::::::::::::."q;�. , y. ND UNDERSIDE OF • TRIM, COLUMNS EIJI •' EXTERIOR ELEVATIONS WINDOWS (TYP) INFILL NEWLANDSCAPING WITH EXISTING HEALTHY LANDSCAPING DRAWN BY: RR CHECKED BY: RR A3.01 PROVDE PIPE COVER PER ACCESSIBILITY CODE REO. SHADE INDICATES ADA CLEARANCES 5/8" GYP. BD. VAPOR BARRIER 2X6 STUD W/ R-20 BATT INSUL 3/4' T&G OSB - RE: STRUCT RE: 1 HR. HORIZONTAL SEPARATION III IRA Mn AIR QWMA e EXISTING BAR JOISTS--/ STRIP (E) ROOFING DOWN TO COVER BOARD AT RESIDENCE 4 WALL SECTION - HORIZONTAL SEPARATION SCALE: 1' = 1'-0' TYP RESTROOM ELEV 9 SCALE: 1/2" = V-0" M tV VARIES 5'-0" MIN. CLEAR BASE AND FINISH COATS OF STUCCO PER MFR. REO. METAL LATH PER STUCCO MFR. (2) LAYERS WATER -RESISTIVE BARRIER 7/16" OSB - RE: STRUCT FLASHING WITH DRIP EDGE - TERMINATE STUCCO PER MFR. REO. EXISTING CMU AND BRICK WALL TO REMAIN - REMOVE PARAPET CAP AS NEEDED - NEW STUCCO SYSTEM ATTACHED TO BRICK FACE SMOOTH, HARD, — NON-ABSORBENT SURFACE TO 4' A.F.F. ON CEMENRROUS BACKER BOARD S-4" 1'-0" 3'-6" I M M 7"1 TYP RESTROOM ELEV 8 SCALE 1/Y = V-0" BASE AND FINISH COATS OF STUCCO PER MFR. REO. METAL LATH PER STUCCO MFR! (2) LAYERS WATER- RESISTIVE BAF 7/16" OSB - RE: STRUCT FLASHING WITH DRIP EDGE - TERMINATE STUCCO PER MFR. REO. TREATED BLOCKING - 3/4" PLYWOOD SHEATHING— ROOF MEMBRANE AND TAPERED - INSULATION BY OTHERS WRAP UP WALL TO FL. UNE EXISTING BAR JOISTS GYP. BD. XR BARRIER STUD W/ R-20 BATT INSUL T&G OSB - RE: STRUCT -i;,-RE: STRUCT 1 HR. HORIZONTAL SEPARATION - UL 263 NO. 415 SYSTEM A ROOFING DOWN TO ARD AT RESIDENCE WALL SECTION - HORIZONTAL SEPARATION SCALE: 1' = 1'-0" VARIES 5-0" MIN. CLEAR 2'-0" SMOOTH, HARD, NON-ABSORBENT SURFACE TO 4' A.F.F. ON CEMENTROUS BACKER BOARD 1'-6" o i 3 0" 6„ I Th m (V O O M N M iD TYP RESTROOM ELEV 7 SCALE: 1/2" _-0' BOUTIQUE COUNTER ENLARGED PLAN SCALE: 1/2' = 1'-0" :ESSIBLE COUNTER A RECEPTION DESK ELEVATION 2 SCALE: ,/2" V• " RUBBER BASE m 1 Z WATER FOUNTAIN SCALE: 1'/2-= 1'-0" COUNTERTOP 3'-0" r 3 5/8' P -LAM SUPPORT BEYOND P_ PAINTED 5/8'_� GYP. BD. 4" RUBBER BASE < WOOD BLOCKING COUNTER SECTION 6 SCALE: ," _ -0' 0 PROVIDE SHROUD WHEN NOT IN ALCOVE 0 I (V 8�AWATER FOUNT �� TYP RESTROOM ELEV JLE : 1/2" = ,•-0' I V SCALE: 1/2' = V-0" PLAM OR SOLID SURFACE. -0" COUNTERTOP 11/2" c 3 5/8" 2'-1 1/2' PANELS r P -LAM SUPPORT BEYOND .o PAINTED GYP. 4" RUBBERS BASE 2" a EEE COUNTER SECTION 5 SCALE: ," _ V-0' RECEPTION DESK ENLARGED PLAN 7 J SCALE: 1/2" = 1'-0' ORECEPTION DESK ELEVATION SCAUE: 1 /2" _ , -0" PLAM PANELS 4" RUBBER BASE PANELS :ESSIBLE COUNTER A 'COUNTERTOP AROUN .UMN AND PAINT STEEL .UMN TO DECK POLYCHROME ARL HSi PCT ORE 870 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 O LU W O WV 2� (W n o z p W ¢F- �_ Ln _ C3) 0Lo W Z Z J n UE/REVISIONS DATE PEISSRMIS T 7127/15 IPROJECT#:2015_109 INTERIOR ELEV AND DETAILS DRAWN BY: RR CHECKED BY: RR 49.01 II II II � II II II IIII LL— I B I L— — — — — — — — — — — — — — -- 1 ------------------------� — -_ II II li EXIST. MAS. WALL SEE ARCH. TYP. I I I I I I I I I I I I II — J JJyITT�� TIT= 11111111111 ���1LI - J11 1-4T:441 7/rl A� G---------Jr--------------Z= II II I I n I I II O II I I I I 151.8' 231_411 IL-------- J L------1F--- I I INDICATES 5%. STRAP FI CROS$1 BRACING TYP. 11 II II II IL----JL----------------- 11 24'-411 TI— 14'-8' j IJ n _____________ _j 1 11 11 II II 1j U 11 11 G=== 1 © IL ------------------ --� 31_8, 1 '-4- F. I II 1 N II ri 1 II 1 n II II 1j I I IL 1 II j1 Ij I I Ir-------� 1 L----------------- —J 1 24'-4 II 14'-8' 11 I I 1 IL jl © II Ir-------� 1 II 11 11 J1 _U II U G-------11 L � II II n 4CA) U 24'-4rl II 14'_8' J FJL---------_--------- LJ INDICATES PAD FTG.�Ce I _= J TYP. SEE SCHEDULE 5-2 m L N 251_411 131_81 _--------_—_—_—_ J� 1 —J I n I I I I I I I I I I I I T J4 T� r I^I C FOUNDATION PLAN 1/8" = 1'-0" REF. N BM. PLAN - %' CAP 12 2-1%'0 5OLT5 NSS COL. SEE PLAN BM. -COL. CONN. BM. PLAN -viz' CAP M 4-1/2'4, BOLTS 1455 COL. SEE PLAN BM. -COL. CONN. BM.6 PLAN 3/4'4, HIGH STRENGTH BOLTS AS REQ'D. BM. -BM. CONN. H55 4x4x'/4 I'-6" SQ. CLOSURE CAP ROTATE 454, TYP. g BASE IE 10x10x3/4W/ 4-3/0, x 12' ANCH. BOLTS 1/2' EXP. JT. MAT. EXIST. CONC. SLAB - ON -GRADE TYP. .a a 0 SEE PAD FOOTING SCHEDULE FOR REINFORCING FOR PAD SIZE / � 1 S-2 3/4" = 1'-011 J U GENERAL NOTES LIVE LOADS USED IN DESIGN: Roof._..------- ________ _______ ________— per Floor (residencial)________ ________ ___________40 per Wind Load .________-------- -------- —Per 2012 IBC. Wind Pressure ___ _________Per 2012 IBC 90 mph Exp. C, CONCRETE: has been designed and shall be constructed in accordance with the American Concrete Institute 'Building Code Requirements for Reinforced Concrete', ACI 318 (except delete paragraph 13, 'Inspection'), and 'Specifications for Structural Concrete for Bulldings', AGI 301. 28 -day compressive strength, f'c = 3,500 psi Type II cement Is required. Admixtures containing chloride Ions shall not be used. Maximum water/cement ratio = .50 Slump = 4' + 1' - Air Content = 6% + 1% - REINFORCING STEEL : Shall be ASTM A615, grade 60, except 03 bars and smaller, and bars that are to be welded shall be grade 40. Provide not less than 2 «5's at each side of all openings 12' or greater in walls and slabst extend these bars for 2'-0' past the edge of the openings. Provide corner bars for all longitudinal reinforcing. Lap bars a minimum of 36 bar diameters at splices, unless noted otherwise on drawings. Field bending of rebars is not permitted without the approval of the structural engineer. Rebar shop drawings shall be submitted to the structural engineer for approval prior to fabrication. WOOD FRAMING: Unless otherwise noted, framinqq lumber for joists, and headers shall be Hem -Fir No. 2, meeting the-Tollowing minimum stress requirements. Fb= 850 psi (single member use) Fv= 150 pal Fc= 405 psi (perpendicular to grain) Fc= 1,300 psl (parallel to grain E= 1,400,000 psi Emin= 4-10,000 psi Unless otherwise noted built up wood columns shall be Douglas -Fir Larch Stud Grade, meeting the following minimum stress requirements. Fc= 900 psi E= 1,400,000 psi Emin= 510,000 psi MICRO -LAMS: Shall be as manufactured by True-Jolet Corporation, or approved equal, and shall meet the following minimum stress requirements. Fb= 2,600 psi Fv= 285 pal Fc= -150 psi (erpendicular to grain) Fc= 2,510 psi (parallel to grain) E= 1,900,000 psi Emin= 965,110 psi STRUCTURAL STEEL: has been designed and shall be detailed, fabricated, and erected In accordance with the latest American Institute of Steel Construction (RISC) Specifications and Code of Standard Practice. Use ASTM A36 steel and A30Z bolts, except bolts used at beam splices shall be A325 high strength bolts. Pipe columns shall be in accordance with ASTM A501, Fy = 42 kel. Submit shop drawings to structural engineer for approval prior to fabrication. FOUNDATION: Structure Is to be founded on spread footings with a maximum allowable bearing pressure of 2000 psf. See Sol] and Foundation Investigation Job No. 15-424, dated July 14, 2015, prepared by Hollingsworth Associates, Inc. Sheridan, Colorado for all other Information. CONTRACTOR: must verify all dimensions prior to construction and notify Architect and Structural Engineer of any discrepancy. PAD FOOTING SCHEDULE MARK SIZE REINFORCING 4'-0' x 4'-0' x 1'-0' THK 6-04 EA. WAY 3'-10' x V-10' x 1'-0' THK 5-'4 EA. WAY C 3'-8' x 3'-8' x 1'-0' THK 5-04 EA. WAY D 3'-0' x 3'-0" x I'-0' THK 4-04 EA. WAY '-8' x 1'-8' x 1'-0' THK 3-04 EA. WAY 3/4' THK. I 4-3/6'4, x 12' A.B. COL. BASE PLATE 11/2 11= 11-011 -�B NO.: 1506-4-151 DATE: July 2c3,2015 DRAWN BY: DKS ?CKED BY: rREVISIONS: V L 0 N n�11 V,J 0 O 0 N tU Q) U tJ nW N W 0 �� Z N y LC Q) �N 0� U N N U N W 0 �� Z N y � �N 0� q oU�e i N N SHEET TITLE: Structural Plan - ::tions -Gen Notes FILENAME: 9erkowitz Daniel °T NO. S-2 48" OSB ROOF DECKING TYP. EXIST. MAS. WALL SEE ARCH. TYP. FL®OR FRAMING PLAN 1/8" = 1._0.. PRE -ENG. ROOF TRUSSES m 24" OC. 3j4' T4G. OSB SEE ARCH. rSIMPSON IUS2.O6/11.88 TYP. I.L. LVL 4 Q� HQ N W W N 40'-1 9/16' I \ EXIST. MAS. WALL VSEE ARCH. TYP. INDICATES ROOF OVERHANG C SEE ARCH. TYP. SEE ARCH. TYP. ]�®O F FRAMING PLAN 1/8" = 1 I. G.T. = GIRDER TRUSS 2. SEE HEADER SCHEDULE FOR ALL ROOF HEADERS. 3. ALL ROOF FRAMING 15 PRE -ENG. TRUSSES m 2'-0' O.G. (U.ON.) REF N HEADER SCHEDULE MARK SIZE COLUMN 3-2x8 1-2x6 BRCS. 4 1-2x6 KIN(, o 3-2x6 1-2x6 BRC. 4 1-2x6 KING C) 3-13/4x91/4 M.L. 2-2x6 ERG. 4 2-2x6 Kl" I\ REF. o N 2x6 STUD WALL // N SEE ARCH. TYP. o O SIMPSON HGUM5.25-SD6/16 OR m 2x6 STUD WALL SIMPSON HGUM-1.00-SDS/16 0 4J SEE ARCH. TYP. U Illg TSI m 16' O.G. nW 1116 OSB TYP. SEE ARCH. -1/16 OSB TTP. SEE ARCH. SIMPSON GLT5-16 OR Illg TJI 210 m 16' O.G. W SEE PLAN TYP. E 0 �� SIMPSON HGLTl.l2.00-16 SEE PLAN TYP. Z N y WELD TO STL. BM. TYP. �-I 2x6 FRMG. WALL W W 12x14 x CONT. SEE ARCH. TYP. SEE PLAN TYP. q oU�e 17 l/16' OSB 3ja' T4G. OSB a ............ T F. T O O.C. T I SEE ARCH.T SEE ARCH. N . p � —GROUT SOLID FULL HT. TYP. 13/4 x 16 M.L. LVL SEE PLAN TYP. Ll L, SIMPSON H2.5T TTP.I IIS' TJI 210 I�' TJI 210 I .i EXIST. MAS. WALL l/16' OSB TYP. 2x6 STUD WALL 7 L m I6" O.G. m 16' O.C. d SEE ARCH. SEE PLAN 7 SEE PLAN BEE ARCH. TYP. 3-13/4x16 M.L. LVL 4-13/4x16 M.L. LVL SEE PLAN TYP. SEE PLAN TYP. SIMPSON IU52m6/11.88 TYP. X11 1 3/4' = I'-0' �21 1 3/4' = 1'-0' %31 -1 3/4" = 1-0, EXIST. ROOF-MTL. DECK -BAR JOIST SEE PLAN 0 3/4' = 1'-0" HSS 4x4xi/4 SEE PLAN %51 -1 3/4" = V-0' 13/4 x I6 M.L. LvL SEE PLAN TYP. EXIST. ROOF-MTL. DECK -BAR JOIST SEE PLAN -�B NO.: 1506-4-151 DATE: July 24, 2015 DRAWN 57: DKS ?CKED BY: rREVISIONS: V L o N T --I o O m 0 4J Q� U � {.1 nW W 0 �� Z N y � �-I (L(J W U N m 0 U W 0 �� Z N y � q oU�e O � ) N SHEET TITLE: Structural Plan - ::tions -Gen Notes FILENAME: 9erkowltz Daniel CLEAR SPACE/WORKING SPACE ABOUT ELECTRICAL EQUIPMENT E E 1 i D C FRONT VIEW Id B OF EQUIPMENT SIDE VIEW OF A EQUIPMENT / THE FINAL LOCATION OF EQUIPMENT SHALL BE COORDINATED IN THE FIELD, PRIOR TO ROUGH -IN, TO MEET APPLICABLE LOCATION, HEIGHT AND CLEARANCE REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL STOP WORK IMMEDIATELY AND ADVISE OTHERS TO STOP WORK IF THERE IS A CONFLICT WITH THE ELECTRICAL CLEARANCE AND WORK SPACE REQUIREMENTS PER THE ABOVE INFORMATION AND THE NEC. A PROVIDE CLEAR SPACE EQUAL BRANCH -CIRCUIT WIRING SCHEDULE (UNLESS OTHERWISE NOTED) OVERCURRENT NEUTRAL EQUIPMENT PHASE PROTECTION CONDUCTOR GROUNDING CONDUIT CONDUCTOR DEVICE RATING/ SIZE (CU) CONDUCTOR SIZE SIZE (CU) SETTING (IF REQUIRED) SIZE (CU) 15 A #12 AWG #12 AWG #12 AWG 1/2" 20 A #12 AWG #12 AWG #12 AWG 1/2" 25 A #10 AWG #10 AWG #10 AWG 1/2" 30 A #10 AWG #10 AWG #10 AWG 1/2" 35 A #8 AWG #8 AWG #10 AWG 3/4" 40 A #8 AWG #8 AWG #10 AWG 3/4" 45 A #6 AWG #6 AWG #10 AWG T. 50 A #6 AWG #6 AWG #10 AWG T. LEGEND IN CONCRETE OR MASONRY EQUIPMENT OR 30", WHICHEVER IS GREATER. NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT DEVICES LIGHTING 8 SINGLE RECEPT. -125V, 15A/20A AS REQUIRED = RECESSED FLUORESCENT 0 DUPLEX RECEPT.-125V, 15A/20A AS REQUIRED 0 SURFACE FLUORESCENT + FOURPLEX RECEPT. -125V, 15A/20A AS REQUIRED H -o- FLUORESCENT STRIP LIGHT 0 HALF -SWITCHED RECEPT. -125V, 15A/20A AS RQ'D D LIGHT -TYPE INDICATED ON SCHEDULE 0 FACELESS GFCI OUTLET - READILY ACCESSIBLE i LIGHT -TYPE INDICATED ON SCHEDULE ® SPECIAL PURPOSE RECEPT. - V AND A AS REQUIRED L1 'K7 L1 TRACK LIGHT ® FLUSH FLOOR OUTLET (DEVICE AS INDICATED) O SURFACE MOUNTED FIXTURE I-® CLOCK RECEPTACLE 0 OR ® RECESSED FIXTURE — PM+Z — PLUGMOLD - # INDICATES RECEPTACLE SPACING O.C. ® OR � RECESSED WALL WASHER — wM — WIREMOLD -AS SPECIFIED ON PLAN E) PENDANT MOUNTED FIXTURE PP E POWER POLE I-0 OR F0 WALL MOUNTED FIXTURE PP 0 POWER/DATA POLE (DIVIDED) 0 KEYLESS PORCELAIN LAMP HOLDER -15OW 0 POWER OUTLET FURNITURE WHIP eC:y- BATTERY PACK EMERGENCY LIGHT OR BREAKS IN SUCH FOREIGN SYSTEMS. BELL, CHIME, OR BUZZER gp REMOTE EMERGENCY LIGHT 0 HOOD CONNECTION EM E EXTERIOR EMERGENCY EGRESS LIGHT 0 THERMOSTAT BATT BATTERY PACK FOR REMOTE EMERGENCY LIGHT DAMPER MOTOR it BATTERY PACK EXIT LIGHT 4sP BATTERY PACK EXIT/EM COMBINATION LIGHT SWITCHES/CONTROLS InOR NL INDICATES NON -SWITCHED NIGHT LIGHT EM INDICATES INTEGRAL EMERGENCY POWER BATTERY S SINGLE POLE SWITCH UPPERCASE LETTER ADJACENT TO FIXT. INDICATES FIXTURE TYPE Sz TWO POLE SWITCH LOWERCASE LETTER ADJACENT TO FIXT. INDICATES CONTROL S3 3 -WAY SWITCH FIRE ALARM & DETECTION S4 4 -WAY SWITCH SS DUAL -LEVEL SWITCHING (ALTERNATE LAMPS OR FIXTURES) SP SWITCH WITH PILOT LIGHT 0OR® SMOKE DETECTOR SK KEY OPERATED SWITCH T0ORO HEAT DETECTOR (F -FIXED TEMP, R -RATE -OF -RISE) 0 12 SD DIMMER SWITCH - WATTAGE AS REQUIRED ss® SINGLE STATION SMOKE DETECTOR WITH SOUNDER ST MECHANICAL TIME SWITCH 100Css® SINGLE STATION SMOKE DET. WITH HORN & STROBE S Lv LOW VOLTAGE SWITCH BT® BEAM DETECTOR TRANSMITTER EI IN Sv VARIABLE SPEED MOTOR CONTROL SWITCH BR® BEAM DETECTOR RECEIVER SGB CIRCUIT -BREAKER SWITCH - 20A1 P MI=- DUCT DETECTOR ®°t OCCUPANCY SENSOR - CEILING MOUNTED Fs MOTOR OPERATED FIRE/SMOKE DAMPER ®DRQ OCCUPANCY SENSOR - WALL MOUNTED Fs FLOW SWITCH OCCUPANCY SENSOR - CORNER MOUNTED - WALL OR CEILING Ts TAMPER SWITCH os OCCUPANCY SENSOR - LIGHT FIXURE MOUNTED/INTEGRAL Ps PRESSURE SWITCH -CM-1 DIGITAL LOAD CONTROL MODULE WITH 1 RELAY RM RELAY MODULE cM2 1 DIGITAL LOAD CONTROL MODULE WITH 2 RELAYS MM MONITOR MODULE -CM-2- 1 DIGITAL LOAD CONTROL MODULE WITH 3 RELAYS cM CONTROL MODULE CM1D DIGITAL LOAD CONTROL MODULE WITH 1 RELAY & DIMMING cR CONTROL RELAY CM2D DIGITAL LOAD CONTROL MODULE WITH 2 RELAYS & DIMMING cO CARBON MONOXIDE DETECTOR 0 DIGITAL SWITCH MD ■ ORE] MAGNETIC DOOR HOLDER mDIGITAL SWITCH - # = NUMBER OF BUTTONS 0 MANUAL PULLSTATION S M SPEAKER AND STROBE DIGITAL SWITCH WITH RAISE/LOWER BUTTON SPEAKER S,�• LCD TOUCHSCREEN - X = SCREEN SIZE 9< HORN AND STROBE STO THERMAL OVERLOAD SWITCH ❑4 HORN 0 PUSH BUTTON �� STROBE © EMERGENCY POWER -OFF SHUNT -TRIP 90 MINI -HORN AND STROBE B TIME SWITCH - TORK (DIGITAL) EJO MINI -HORN Pc PHOTOCELL \ REMOTE INDICATING LIGHT FRCP FIRE ALARM CONTROL PANEL POWER DISTRIBUTION Fa+P FIRE ALARM ANNUNCIATOR PANEL ERSP ELEVATOR RECALL SUPERVISORY PANEL L—J SWITCHBOARD OR EQUIPMENT ENCLOSURE BPs BOOSTER POWER SUPPLY C ELECTRICAL PANEL EOL END -OF -LINE RESISTOR —\-%� SWITCH WITH FUSE =1 REMOTE TEST SWITCH SWITCH EHI OPEN/CLOSE/AUTOMATIC SWITCH >-J'C PULLOUT FUSED DISCONNECT 1L CIRCUIT BREAKER ABBREVIATIONS M2 —J[-- CONTACT - NO - # INDICATES ASSOC. COIL AC ABOVE COUNTER M2 CONTACT - NC - #INDICATES ASSOC. COIL M2 COIL # INDICATES ASSOCIATED CONTACT AFF ABOVE FINISHED FLOOR - AFG ABOVE FINISHED GRADE —J"L OVERLOAD RELAY AFI/AFCI ARC -FAULT CIRCUIT INTERRUPTER KKI 2 KIRK KEY INTERLOCK - # INDICATES RELATED KEYS AIC AMPERE INTERRUPTING CAPACITY (MINIMUM RATING) NSS TRANSIENT VOLTAGE SURGE SUPPRESSER ATS AUTOMATIC TRANSFER SWITCH SPD SURGE PROTECTIVE DEVICE O AC POWER SOURCE CD CORD DROP CLG CEILING MOUNTED O DC POWER SOURCE DT DUST TIGHT NF ❑J NON-FUSED DISCONNECT SWITCH E OR (E) EXISTING ❑J FUSED DISCONNECT SWITCH FLR FLOOR MOUNTED ® MAGNETIC STARTER OR CONTACTOR G OR GND GROUND ZJ COMBINATION STARTER *ORM ELECTRIC METER - UTILITY METER U.O.N. GFI/GFCI GROUND -FAULT CIRCUIT INTERRUPTER T IG ISOLATED GROUND 3 OR cT CURRENT TRANSFORMER ISC AVAILABLE FAULT CURRENT (RMS SYMMETRICAL) 0 MOTOR ILT LET -THROUGH FAULT CURRENT (RMS SYMMETRICAL) 0 TRANSFER SWITCH 00^ GENERATOR N OR (N) NEW NO/NC NORMALLY OPEN/NORMALLY CLOSED J/B OR 0 JUNCTION BOX O.C. ON CENTER --�� CIRCUIT RUN CONCEALED IN WALL OR CEILING R OR (R) RELOCATE �_," CIRCUIT RUN IN OR UNDER FLOOR OR IN EARTH SCCR SHORT CIRCUIT CURRENT RATING /---, CIRCUIT RUN SURFACE MOUNTED ST SHUNT -TRIP ._.o 1-0 CONDUIT UP, CONDUIT DOWN TL TWIST -LOCK CONDUIT STUB - CAP IF UNDERGROUND TR TAMPER RESISTANT titi FLEXIBLE CONNECTION TO EQUIPMENT UC UNDER COUNTER — OR J HOMERUN - ARROWS INDICATE # OF PHASE COND. UON UNLESS OTHERWISE NOTED GROUNDING ELECTRODE WP WEATHER PROOF Q PAD MOUNTED TRANSFORMER IF ORFT] TRANSFORMER XP EXPLOSION PROOF 11 OVERHEAD SERVICE ENTRANCE DESIGNATIONS Ox X MECHANICAL/PLUMBING EQUIPMENT PHONE/DATA REVISION TAG A DATA OUTLET __:::::]0 DETAIL NOTE TELEPHONE OUTLET OX DETAIL NOTE S COMBINATION TELEPHONE/DATA OUTLET 0 KITCHEN EQUIPMENT ❑S FLUSH FLOOR OUTLET (DEVICE AS INDICATED) 0 COMMUNICATIONS OUTLET FURNITURE WHIP v TELEPHONE TERMINAL BOARD TELEPHONE TERMINAL CABINET CLEAR SPACE/WORKING SPACE ABOUT ELECTRICAL EQUIPMENT E E 1 i D C FRONT VIEW Id B OF EQUIPMENT SIDE VIEW OF A EQUIPMENT / THE FINAL LOCATION OF EQUIPMENT SHALL BE COORDINATED IN THE FIELD, PRIOR TO ROUGH -IN, TO MEET APPLICABLE LOCATION, HEIGHT AND CLEARANCE REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL STOP WORK IMMEDIATELY AND ADVISE OTHERS TO STOP WORK IF THERE IS A CONFLICT WITH THE ELECTRICAL CLEARANCE AND WORK SPACE REQUIREMENTS PER THE ABOVE INFORMATION AND THE NEC. A PROVIDE CLEAR SPACE EQUAL BRANCH -CIRCUIT WIRING SCHEDULE (UNLESS OTHERWISE NOTED) OVERCURRENT NEUTRAL EQUIPMENT PHASE PROTECTION CONDUCTOR GROUNDING CONDUIT CONDUCTOR DEVICE RATING/ SIZE (CU) CONDUCTOR SIZE SIZE (CU) SETTING (IF REQUIRED) SIZE (CU) 15 A #12 AWG #12 AWG #12 AWG 1/2" 20 A #12 AWG #12 AWG #12 AWG 1/2" 25 A #10 AWG #10 AWG #10 AWG 1/2" 30 A #10 AWG #10 AWG #10 AWG 1/2" 35 A #8 AWG #8 AWG #10 AWG 3/4" 40 A #8 AWG #8 AWG #10 AWG 3/4" 45 A #6 AWG #6 AWG #10 AWG T. 50 A #6 AWG #6 AWG #10 AWG T. TO THE WIDTH OF IN CONCRETE OR MASONRY EQUIPMENT OR 30", WHICHEVER IS GREATER. B PROVIDE THE FOLLOWING CLEAR SPACE IN FRONT OF BRANCH CIRCUITS (EXPOSED) EQUIPMENT: 3' FOR 0-150 L -G VOLTAGE AND 4' FOR 151-600 INTERIOR BRANCH CIRCUITS (CONCEALED BEHIND DRYWALL) L -G VOLTAGE. C PROVIDE CLEAR SPACE, FOR THE WIDTH OF THE SUPPLY TO DISTRIBUTION PANELS EQUIPMENT, FROM GRADE, FLOOR OR PLATFORM TO A UNDERGROUND HEIGHT OF 6-1/2' OR THE HEIGHT OF THE EQUIPMENT, OVERHEAD SERVICE MAST WHICHEVER IS GREATER. D THE SPACE EQUAL TO THE WIDTH AND DEPTH OF THE EQUIPMENT AND EXTENDING FROM THE FLOOR TO A HEIGHT OF 6' ABOVE THE EQUIPMENT OR TO THE STRUCTURAL CEILING, WHICHEVER IS LOWER, SHALL BE DEDICATED TO THE ELECTRICAL INSTALLATION - NO #4 AWG #4 AWG #10 AWG 1 1/4" PIPING, DUCTS, LEAK PROTECTION APPARATUS, OR #4 AWG #4 AWG #8 AWG 1 1/4" OTHER EQUIPMENT FOREIGN TO THE ELECTRICAL #3 AWG #3 AWG #8 AWG 1 1/4" INSTALLATION SHALL BE LOCATED IN THIS ZONE. #2 AWG #2 AWG #8 AWG 1 1/2" SUSPENDED CEILINGS WITH REMOVABLE PANELS SHALL #1 AWG #1 AWG #8 AWG 1 1/2" BE PERMITTED WITHIN THE 6' ZONE. SPRINKLER PROTECTION SHALL BE PERMITTED FOR THE FOR MOTOR LOADS, USE MCA (MINIMUM CIRCUIT DEDICATED SPACE WHERE THE PIPING COMPLIES WITH AMPACITY) TO SIZE PHASE AND NEUTRAL THIS SECTION. A DROPPED, SUSPENDED, OR SIMILAR CONDUCTORS AND USE MOCP (MAXIMUM CEILING THAT DOES NOT ADD STRENGTH TO THE BUILDING OVER -CURRENT PROTECTIVE DEVICE) TO SIZE STRUCTURE SHALL NOT BE CONSIDERED A STRUCTURAL EQUIPMENT GROUNDING CONDUCTOR. CEILING. E THE AREA ABOVE THE DEDICATED SPACE SHALL BE GROUNDING CONDUCTOR SIZES BY 1 STANDARD PERMITTED TO CONTAIN FOREIGN SYSTEMS, PROVIDED CONDUCTOR SIZE PER EACH 75' OF CONDUCTOR PROTECTION IS INSTALLED TO AVOID DAMAGE TO THE LENGTH. INCREASE CONDUIT SIZE ACCORDINGLY. ELECTRICAL EQUIPMENT FROM CONDENSATION, LEAKS, OR BREAKS IN SUCH FOREIGN SYSTEMS. ELECTRICAL SPECIFICATIONS GENERAL REQUIREMENTS DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE ALL FITTINGS, JUNCTION BOXES, ETC. REQUIRED. PROVIDE ALL REQUIRED EQUIPMENT, CONDUIT, FITTINGS, WIRING, BOXES, ETC. FOR A COMPLETE AND OPERATIONAL INSTALLATION. WORK AND EQUIPMENT SHALL COMPLY WITH STATE AND LOCALLY ADOPTED CODES AND STANDARDS, INCLUDING THE NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL CODES (I -CODES), AND LOCAL AMENDMENTS. ANYTHING DRAWN OR SPECIFIED SHALL NOT BE CONSTRUED TO CONFLICT WITH STATE AND LOCALLY ADOPTED CODES AND STANDARDS, INCLUDING THE NATIONAL ELECTRICAL CODE, WHICH GOVERNS THE INSTALLATION OF ANY ELECTRICAL WORK. ITEMS SHALL NOT BE INSTALLED IN CONFLICT WITH THE NEC. RESOLVE ANY AND ALL CONFLICTS PRIOR TO INSTALLATION. BECOME THOROUGHLY ACQUAINTED WITH THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. EXAMINE ALL SERVICES, EQUIPMENT, AND EXISTING CONDITIONS, WHICH THIS WORK IS IN ANY WAY DEPENDENT UPON, AND BRING ANY DISCREPANCIES OR OMISSIONS FOUND IN THE DRAWINGS TO THE ELECTRICAL ENGINEER'S ATTENTION PRIOR TO SUBMITTING BID. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE ARCHITECT AND ENGINEER SHALL HAVE THE RIGHT TO ADJUST THE LOCATION OF OUTLETS OR FIXTURES, WITHIN 10' OF THE SPECIFIED LOCATION, BEFORE THEY ARE INSTALLED AND WITHOUT ADDITIONAL COST. PROVIDE DRAWINGS TO LOCAL BUILDING AUTHORITY AND OBTAIN A PERMIT PRIOR TO STARTING ANY WORK. NOTIFY ELECTRICAL ENGINEER OF ANY CHANGES REQUESTED BY THE LOCAL BUILDING AUTHORITY IMMEDIATELY AND PRIOR TO STARTING WORK. VERIFY AND COMPLY WITH UTILITY COMPANY REQUIREMENTS. PROVIDE METERING, CONNECTION CABINETS, CT CABINETS, AND TRANSFORMER AND CONNECTION CABINET PADS PER LOCAL UTILITY COMPANY REQUIREMENTS. PROVIDE A REDLINED AS -BUILT SET OF ELECTRICAL DRAWINGS TO OWNER UPON COMPLETION OF WORK. ELECTRICAL WORK SHOWN LIGHT OR MARKED "E" IS EXISTING SHOWN DARK IS NEW AND SHOWN DASHED IS EXISTING TO BE REMOVED OR RELOCATED UNLESS OTHERWISE INDICATED. DASHING MAY ALSO INDICATE UNDER FLOOR OR UNDER GROUND CONDUIT. IF UNCLEAR, CONTACT ELECTRICAL ENGINEER FOR CLARIFICATION. EQUIPMENT, WIRING, AND DEVICES SHOWN ARE NEW UNLESS OTHERWISE NOTED. MAINTAIN CIRCUITING TO EXISTING EQUIPMENT AND DEVICES TO REMAIN. REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. INSTALL EQUIPMENT AND DEVICES PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. NOTIFY ELECTRICAL ENGINEER, PRIOR TO INSTALLING EQUIPMENT AND DEVICES, IF MANUFACTURER'S INSTALLATION INSTRUCTIONS CONFLICT WITH ELECTRICAL INFORMATION ON THE THESE DRAWINGS. ELECTRICALLY OPERATED EQUIPMENT SHOWN ON PLANS, AND NOT CIRCUITED ON THE ELECTRICAL PLANS, WILL REQUIRE ELECTRICAL SERVICE. CONTACT ELECTRICAL ENGINEER FOR CONNECTION REQUIREMENTS AND CLARIFICATION PRIOR TO BID. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE BID. PROVIDE HANGERS AND SUPPORTS TO ADEQUATELY AND SECURELY SUPPORT ELECTRICAL SYSTEM COMPONENTS IN A NEAT AND WORKMANLIKE MANNER. MAINTAIN THE FIRE RATING OF THE ASSEMBLY (CEILING, WALL, OR FLOOR) IN WHICH EQUIPMENT, WIRING, AND DEVICES ARE TO BE INSTALLED. EQUIPMENT SHALL BE FULLY RATED FOR THE AMBIENT CONDITIONS (ELEVATION, TEMPERATURE, WIND LOAD, SOIL CONDITIONS, ETC) AT THE PROJECT LOCATION. KEEP PRODUCTS IN ORIGINAL MANUFACTURER'S PACKAGING AND PROTECT FROM DAMAGE UNTIL READY FOR INSTALLATION. PROVIDE PRODUCTS LISTED AND CLASSIFIED BY UNDERWRITERS LABORATORIES INC. OR NATIONALLY RECOGNIZED TESTING LABORATORY AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED. UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED PROVIDE ALL REQUIRED CONDUIT BOXES WIRING, CONNECTORS, HARDWARE, SUPPORTS, TRIMS, ACCESSORIES, ETC. AS NECESSARY FOR COMPLETE AND OPERATIONAL SYSTEMS. SUBMITTALS AND SUBSTITUTIONS PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWINGS FOR EQUIPMENT, FIXTURES, AND DEVICES TO ELECTRICAL ENGINEER PRIOR TO PURCHASING. REVIEW, STAMP AND INITIAL ALL ELECTRICAL SUBMITTALS AND SHOP DRAWINGS CERTIFYING THAT THE SUBMITTALS HAVE BEEN REVIEWED PRIOR TO SUBMITTING TO ELECTRICAL ENGINEER FOR REVIEW. EQUIPMENT AND FIXTURES SPECIFIED REPRESENT REQUIRED QUALITY AND PERFORMANCE. PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWING OF PROPOSED SUBSTITUTIONS TO SPECIFIED EQUIPMENT TO ELECTRICAL ENGINEER FOR REVIEW. ELECTRICAL ENGINEER SHALL DETERMINE THE ACCEPTABILITY OF SUBSTITUTIONS TO SPECIFIED EQUIPMENT. REVIEW STAMP AND INITIALED ALL ELECTRICAL SUBMITTALS AND SHOP DRAWINGS CERTIFYING THAT SUBMITTALS HAVE BEEN REVIEWED PRIOR TO SUBMITTING TO ELECTRICAL ENGINEER FOR REVIEW. SUBMITTALS AND SHOP DRAWINGS ARE TO INCLUDE THE FOLLOWING: KEY TO PLAN DESIGNATIONS, MANUFACTURER, MODEL NUMBER, DATA SHEETS, QUANTITIES, COLORS, LABELS, DIMENSIONS, INSTALLATION INSTRUCTIONS AND ANY ADDITIONAL INFORMATION REQUIRED TO DETERMINE IF THE PRODUCT MEETS THE DESIGN INTENT. CONSTRUCTION PHASE REVIEW REQUIREMENTS INSTALL POWER, LIGHTING, COMMUNICATIONS AND SPECIAL SYSTEM (FIRE ALARM, SECURITY, BUILDING AUTOMATION, ETC) BOXES PRIOR TO RUNNING CABLE OR CONDUIT TO BOXES. ARRANGE FOR OWNER, ARCHITECT, AND ENGINEER TO REVIEW BOX LOCATIONS PRIOR TO RUNNING CABLE OR CONDUIT TO BOXES. ADJUST BOXES AS DIRECTED BY OWNER, ARCHITECT, AND ENGINEER. REQUESTS FOR MODIFICATIONS TO THE CONTRACT (CHANGE ORDERS) REQUESTS BY CONTRACTOR FOR ADDITION OR REDUCTION TO THE CONTRACT AMOUNT SHALL BE ACCOMPANIED BY THE FOLLOWING FOR EVALUATION BY THE OWNER AND ENGINEER: 1. ORIGIN AND DATE OF CLAIM 2. QUANTITIES OF PRODUCTS, LABOR, AND EQUIPMENT 3. DOLLAR AMOUNT OF TAXES, OVERHEAD, AND PROFIT 4. JUSTIFICATION FOR ANY CHANGE IN CONTRACT TIME 5. CREDIT AMOUNT FOR DELETIONS (WITH DOCUMENTATION) 6. DATES AND TIMES OF WORK PERFORMED, AND BY WHOM 7. TIME RECORDS AND WAGE RATES PAID 8. INVOICES AND RECEIPTS FOR PRODUCTS AND EQUIPMENT SUBMIT ALL DOCUMENTATION TO ENGINEER AND OWNER, AND OBTAIN WRITTEN APPROVAL PRIOR TO STARTING ANY WORK THAT AFFECTS THE CONTRACT AMOUNT OR COMPLETION DATE. EXISTING CONDITIONS THESE DRAWINGS CONTAIN INFORMATION REGARDING EXISTING CONDITIONS. THIS INFORMATION WAS COMPILED FROM EXISTING DRAWINGS, CASUAL FIELD OBSERVATIONS OR INFORMATION PROVIDED BY OTHERS. IN SOME CASES, ASSUMPTIONS WERE MADE WHEN FIELD OBSERVATIONS OR EXISTING DRAWINGS DID NOT PROVIDE NECESSARY INFORMATION (I.E. LOCKED DISCONNECTS, NO WIRE SIZE INDICATED, NAMEPLATE DATA MISSING, INACCURATE AS -BUILT DRAWINGS, ETC.). EXISTING CONDITIONS SHALL BE VERIFIED AND ALLOWED FOR PRIOR TO BID AND CONSTRUCTION. NOTIFY THE ELECTRICAL ENGINEER OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY AND PRIOR TO COMMENCING ANY FURTHER WORK. COORDINATION THE ELECTRICAL DRAWINGS ARE ONLY ONE PART OF A COMPLETE SET OF CONSTRUCTION DOCUMENTS. EXAMINE THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND CIVIL DRAWINGS PRIOR TO SUBMITTING BID AND STARTING WORK TO DETERMINE THE FULL EXTENT OF ELECTRICAL WORK REQUIRED. COORDINATE WORK WITH OTHER TRADES PRIOR TO ROUGH -IN. COORDINATION SHALL INCLUDE REVIEWING THE ARCHITECTURAL, MECHANICAL, PLUMBING, ETC. DRAWINGS AND SHOP DRAWINGS PRIOR TO BID AND CONSTRUCTION. OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA, MANUFACTURER'S WIRING DIAGRAMS AND MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT PROVIDED BY OTHERS. THE FINAL LOCATION OF EQUIPMENT SHALL BE COORDINATED IN THE FIELD, PRIOR TO ROUGH -IN, TO MEET APPLICABLE LOCATION, HEIGHT AND CLEARANCE REQUIREMENTS. DEMOLITION DISCONNECT WIRING TO EQUIPMENT, DEVICES, AND FIXTURES TO BE REMOVED. REMOVE EQUIPMENT, WIRING, DEVICES AND CONDUIT NOT BEING USED. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS TO BE REMOVED. FIELD VERIFY EXISTING CONDITIONS TO DETERMINE EXTENT OF DEMOLITION WORK. REFERENCE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. MAINTAIN THE ELECTRICAL SERVICE TO EXISTING EQUIPMENT AND DEVICES TO REMAIN. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WIRING AND CONDUIT NEW WIRING SHALL BE THHN/THWN-2, 90°C INSULATED COPPER UNLESS OTHERWISE NOTED. ALUMINUM CONDUCTORS SHALL BE XHHW-2, INSULATED COMPACT STRAND. THE CONDUCTORS FOR 15A AND 20A BRANCH CIRCUITS SHALL BE #12 THHN/THWN-2, 90°C INSULATED COPPER. BRANCH -CIRCUIT CONDUCTORS GREATER THAN 20A SHALL BE AS INDICATED ON PLANS OR REQUIRED PER CODE. 20 AMPERE BRANCH CIRCUIT HOMERUNS OVER 75' SHALL BE #10AWG CU AND OVER 150' SHALL BE #8AWG CU. THE MAXIMUM NUMBER OF CONDUCTORS IN A CONDUIT FORA 30 SYSTEM SHALL BE THREE (AO, BO, CO), NOT INCLUDING NEUTRAL AND EQUIPMENT GROUNDING CONDUCTORS, UNLESS OTHERWISE INDICATED. CONDUIT SIZE SHALL BE BASED UPON NEC CHAPTER 9 AND ANNEX C. MORE THAN 3CURRENT-CARRYING CONDUCTORS MAY BE INSTALLED IN A RACEWAY IF THE APPROPRIATE AMPACITY-DERATING FACTORS ARE APPLIED. PROVIDE A DEDICATED NEUTRAL FOR EACH LINE -TO -NEUTRAL CIRCUIT UNLESS AMULTI-POLE BREAKER, WHICH DISCONNECTS ALL PHASE CONDUCTORS THAT SHARE A NEUTRAL, IS PROVIDED (LISTED BREAKER -TIES ARE PERMITTED). PROVIDE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDERS AND BRANCH -CIRCUIT WIRING. INCREASE CONDUIT SIZE AS REQUIRED TO ACCOMMODATE EQUIPMENT GROUNDING CONDUCTOR PROVIDE ALL CONDUIT, FITTINGS, SUPPORTS, AND ACCESSORIES REQUIRED FOR A COMPLETE RACEWAY SYSTEM. CONDUIT SHALL BE CONCEALED IN WALLS, FLOOR OR CEILING IN FINISHED AREAS UNLESS OTHERWISE INDICATED. IN FINISHED AREAS, WHERE CONDUIT AND CABLE CAN NOT BE CONCEALED IN WALLS OR CEILINGS (I.E. EXISTING MASONRY CONSTRUCTION), PROVIDE WIREMOLD OR EQUAL SURFACE MOUNTED RACEWAY AS APPROVED BY ARCHITECT OR ENGINEER. UNLESS OTHERWISE INDICATED AND WHERE NOT OTHERWISE RESTRICTED, USE THE CONDUIT TYPES INDICATED BELOW FOR THE SPECIFIED APPLICATIONS. WHERE MORE THAN ONE LISTED APPLICATION APPLIES, COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS. WHERE CONDUIT TYPE FOR A PARTICULAR APPLICATION IS NOT SPECIFIED, USE GALVANIZED STEEL RIGID METAL CONDUIT. DO NOT USE CONDUIT AND ASSOCIATED FITTINGS FOR APPLICATIONS OTHER THAN AS PERMITTED BY NFPA 70 AND PRODUCT LISTING. REFERENCE THE NEC FOR ADDITIONAL APPLICATION REQUIREMENTS. APPLICATION y�:L'1►1o7►1► [S7G1 1NM► /_\'a 3�oI,y�9ll►l:7�yl9l�►lg1_1m,:Zo111xi\�yryga�:7m,�:7► INNI�o1 �'mg:1m TYPE OF CONDUIT IN CONCRETE OR MASONRY EMT, IMC, GRC, PVC OUTDOORS (ABOVE GRADE) EMT, IMC, GRC BRANCH CIRCUITS (EXPOSED) EMT, IMC, GRC INTERIOR BRANCH CIRCUITS (CONCEALED BEHIND DRYWALL) MC, EMT, IMC INTERIOR BRANCH CIRCUITS (ABOVE DROPPED CEILINGS) EMT, IMC SUPPLY TO DISTRIBUTION PANELS EMT, IMC, GRC, PVC UNDERGROUND PVC, IMC, GRC OVERHEAD SERVICE MAST GRC (2" MIN) 60 A #4 AWG #4 AWG #10 AWG 1 1/4" 70 A #4 AWG #4 AWG #8 AWG 1 1/4" 80 A #3 AWG #3 AWG #8 AWG 1 1/4" 90 A #2 AWG #2 AWG #8 AWG 1 1/2" 100 A #1 AWG #1 AWG #8 AWG 1 1/2" NOTES: 1. FOR MOTOR LOADS, USE MCA (MINIMUM CIRCUIT AMPACITY) TO SIZE PHASE AND NEUTRAL CONDUCTORS AND USE MOCP (MAXIMUM OVER -CURRENT PROTECTIVE DEVICE) TO SIZE EQUIPMENT GROUNDING CONDUCTOR. 2. INCREASE PHASE, NEUTRAL, AND EQUIPMENT GROUNDING CONDUCTOR SIZES BY 1 STANDARD CONDUCTOR SIZE PER EACH 75' OF CONDUCTOR LENGTH. INCREASE CONDUIT SIZE ACCORDINGLY. ELECTRICAL SPECIFICATIONS GENERAL REQUIREMENTS DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE ALL FITTINGS, JUNCTION BOXES, ETC. REQUIRED. PROVIDE ALL REQUIRED EQUIPMENT, CONDUIT, FITTINGS, WIRING, BOXES, ETC. FOR A COMPLETE AND OPERATIONAL INSTALLATION. WORK AND EQUIPMENT SHALL COMPLY WITH STATE AND LOCALLY ADOPTED CODES AND STANDARDS, INCLUDING THE NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL CODES (I -CODES), AND LOCAL AMENDMENTS. ANYTHING DRAWN OR SPECIFIED SHALL NOT BE CONSTRUED TO CONFLICT WITH STATE AND LOCALLY ADOPTED CODES AND STANDARDS, INCLUDING THE NATIONAL ELECTRICAL CODE, WHICH GOVERNS THE INSTALLATION OF ANY ELECTRICAL WORK. ITEMS SHALL NOT BE INSTALLED IN CONFLICT WITH THE NEC. RESOLVE ANY AND ALL CONFLICTS PRIOR TO INSTALLATION. BECOME THOROUGHLY ACQUAINTED WITH THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. EXAMINE ALL SERVICES, EQUIPMENT, AND EXISTING CONDITIONS, WHICH THIS WORK IS IN ANY WAY DEPENDENT UPON, AND BRING ANY DISCREPANCIES OR OMISSIONS FOUND IN THE DRAWINGS TO THE ELECTRICAL ENGINEER'S ATTENTION PRIOR TO SUBMITTING BID. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE ARCHITECT AND ENGINEER SHALL HAVE THE RIGHT TO ADJUST THE LOCATION OF OUTLETS OR FIXTURES, WITHIN 10' OF THE SPECIFIED LOCATION, BEFORE THEY ARE INSTALLED AND WITHOUT ADDITIONAL COST. PROVIDE DRAWINGS TO LOCAL BUILDING AUTHORITY AND OBTAIN A PERMIT PRIOR TO STARTING ANY WORK. NOTIFY ELECTRICAL ENGINEER OF ANY CHANGES REQUESTED BY THE LOCAL BUILDING AUTHORITY IMMEDIATELY AND PRIOR TO STARTING WORK. VERIFY AND COMPLY WITH UTILITY COMPANY REQUIREMENTS. PROVIDE METERING, CONNECTION CABINETS, CT CABINETS, AND TRANSFORMER AND CONNECTION CABINET PADS PER LOCAL UTILITY COMPANY REQUIREMENTS. PROVIDE A REDLINED AS -BUILT SET OF ELECTRICAL DRAWINGS TO OWNER UPON COMPLETION OF WORK. ELECTRICAL WORK SHOWN LIGHT OR MARKED "E" IS EXISTING SHOWN DARK IS NEW AND SHOWN DASHED IS EXISTING TO BE REMOVED OR RELOCATED UNLESS OTHERWISE INDICATED. DASHING MAY ALSO INDICATE UNDER FLOOR OR UNDER GROUND CONDUIT. IF UNCLEAR, CONTACT ELECTRICAL ENGINEER FOR CLARIFICATION. EQUIPMENT, WIRING, AND DEVICES SHOWN ARE NEW UNLESS OTHERWISE NOTED. MAINTAIN CIRCUITING TO EXISTING EQUIPMENT AND DEVICES TO REMAIN. REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. INSTALL EQUIPMENT AND DEVICES PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. NOTIFY ELECTRICAL ENGINEER, PRIOR TO INSTALLING EQUIPMENT AND DEVICES, IF MANUFACTURER'S INSTALLATION INSTRUCTIONS CONFLICT WITH ELECTRICAL INFORMATION ON THE THESE DRAWINGS. ELECTRICALLY OPERATED EQUIPMENT SHOWN ON PLANS, AND NOT CIRCUITED ON THE ELECTRICAL PLANS, WILL REQUIRE ELECTRICAL SERVICE. CONTACT ELECTRICAL ENGINEER FOR CONNECTION REQUIREMENTS AND CLARIFICATION PRIOR TO BID. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE BID. PROVIDE HANGERS AND SUPPORTS TO ADEQUATELY AND SECURELY SUPPORT ELECTRICAL SYSTEM COMPONENTS IN A NEAT AND WORKMANLIKE MANNER. MAINTAIN THE FIRE RATING OF THE ASSEMBLY (CEILING, WALL, OR FLOOR) IN WHICH EQUIPMENT, WIRING, AND DEVICES ARE TO BE INSTALLED. EQUIPMENT SHALL BE FULLY RATED FOR THE AMBIENT CONDITIONS (ELEVATION, TEMPERATURE, WIND LOAD, SOIL CONDITIONS, ETC) AT THE PROJECT LOCATION. KEEP PRODUCTS IN ORIGINAL MANUFACTURER'S PACKAGING AND PROTECT FROM DAMAGE UNTIL READY FOR INSTALLATION. PROVIDE PRODUCTS LISTED AND CLASSIFIED BY UNDERWRITERS LABORATORIES INC. OR NATIONALLY RECOGNIZED TESTING LABORATORY AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED. UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED PROVIDE ALL REQUIRED CONDUIT BOXES WIRING, CONNECTORS, HARDWARE, SUPPORTS, TRIMS, ACCESSORIES, ETC. AS NECESSARY FOR COMPLETE AND OPERATIONAL SYSTEMS. SUBMITTALS AND SUBSTITUTIONS PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWINGS FOR EQUIPMENT, FIXTURES, AND DEVICES TO ELECTRICAL ENGINEER PRIOR TO PURCHASING. REVIEW, STAMP AND INITIAL ALL ELECTRICAL SUBMITTALS AND SHOP DRAWINGS CERTIFYING THAT THE SUBMITTALS HAVE BEEN REVIEWED PRIOR TO SUBMITTING TO ELECTRICAL ENGINEER FOR REVIEW. EQUIPMENT AND FIXTURES SPECIFIED REPRESENT REQUIRED QUALITY AND PERFORMANCE. PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWING OF PROPOSED SUBSTITUTIONS TO SPECIFIED EQUIPMENT TO ELECTRICAL ENGINEER FOR REVIEW. ELECTRICAL ENGINEER SHALL DETERMINE THE ACCEPTABILITY OF SUBSTITUTIONS TO SPECIFIED EQUIPMENT. REVIEW STAMP AND INITIALED ALL ELECTRICAL SUBMITTALS AND SHOP DRAWINGS CERTIFYING THAT SUBMITTALS HAVE BEEN REVIEWED PRIOR TO SUBMITTING TO ELECTRICAL ENGINEER FOR REVIEW. SUBMITTALS AND SHOP DRAWINGS ARE TO INCLUDE THE FOLLOWING: KEY TO PLAN DESIGNATIONS, MANUFACTURER, MODEL NUMBER, DATA SHEETS, QUANTITIES, COLORS, LABELS, DIMENSIONS, INSTALLATION INSTRUCTIONS AND ANY ADDITIONAL INFORMATION REQUIRED TO DETERMINE IF THE PRODUCT MEETS THE DESIGN INTENT. CONSTRUCTION PHASE REVIEW REQUIREMENTS INSTALL POWER, LIGHTING, COMMUNICATIONS AND SPECIAL SYSTEM (FIRE ALARM, SECURITY, BUILDING AUTOMATION, ETC) BOXES PRIOR TO RUNNING CABLE OR CONDUIT TO BOXES. ARRANGE FOR OWNER, ARCHITECT, AND ENGINEER TO REVIEW BOX LOCATIONS PRIOR TO RUNNING CABLE OR CONDUIT TO BOXES. ADJUST BOXES AS DIRECTED BY OWNER, ARCHITECT, AND ENGINEER. REQUESTS FOR MODIFICATIONS TO THE CONTRACT (CHANGE ORDERS) REQUESTS BY CONTRACTOR FOR ADDITION OR REDUCTION TO THE CONTRACT AMOUNT SHALL BE ACCOMPANIED BY THE FOLLOWING FOR EVALUATION BY THE OWNER AND ENGINEER: 1. ORIGIN AND DATE OF CLAIM 2. QUANTITIES OF PRODUCTS, LABOR, AND EQUIPMENT 3. DOLLAR AMOUNT OF TAXES, OVERHEAD, AND PROFIT 4. JUSTIFICATION FOR ANY CHANGE IN CONTRACT TIME 5. CREDIT AMOUNT FOR DELETIONS (WITH DOCUMENTATION) 6. DATES AND TIMES OF WORK PERFORMED, AND BY WHOM 7. TIME RECORDS AND WAGE RATES PAID 8. INVOICES AND RECEIPTS FOR PRODUCTS AND EQUIPMENT SUBMIT ALL DOCUMENTATION TO ENGINEER AND OWNER, AND OBTAIN WRITTEN APPROVAL PRIOR TO STARTING ANY WORK THAT AFFECTS THE CONTRACT AMOUNT OR COMPLETION DATE. EXISTING CONDITIONS THESE DRAWINGS CONTAIN INFORMATION REGARDING EXISTING CONDITIONS. THIS INFORMATION WAS COMPILED FROM EXISTING DRAWINGS, CASUAL FIELD OBSERVATIONS OR INFORMATION PROVIDED BY OTHERS. IN SOME CASES, ASSUMPTIONS WERE MADE WHEN FIELD OBSERVATIONS OR EXISTING DRAWINGS DID NOT PROVIDE NECESSARY INFORMATION (I.E. LOCKED DISCONNECTS, NO WIRE SIZE INDICATED, NAMEPLATE DATA MISSING, INACCURATE AS -BUILT DRAWINGS, ETC.). EXISTING CONDITIONS SHALL BE VERIFIED AND ALLOWED FOR PRIOR TO BID AND CONSTRUCTION. NOTIFY THE ELECTRICAL ENGINEER OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY AND PRIOR TO COMMENCING ANY FURTHER WORK. COORDINATION THE ELECTRICAL DRAWINGS ARE ONLY ONE PART OF A COMPLETE SET OF CONSTRUCTION DOCUMENTS. EXAMINE THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND CIVIL DRAWINGS PRIOR TO SUBMITTING BID AND STARTING WORK TO DETERMINE THE FULL EXTENT OF ELECTRICAL WORK REQUIRED. COORDINATE WORK WITH OTHER TRADES PRIOR TO ROUGH -IN. COORDINATION SHALL INCLUDE REVIEWING THE ARCHITECTURAL, MECHANICAL, PLUMBING, ETC. DRAWINGS AND SHOP DRAWINGS PRIOR TO BID AND CONSTRUCTION. OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA, MANUFACTURER'S WIRING DIAGRAMS AND MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT PROVIDED BY OTHERS. THE FINAL LOCATION OF EQUIPMENT SHALL BE COORDINATED IN THE FIELD, PRIOR TO ROUGH -IN, TO MEET APPLICABLE LOCATION, HEIGHT AND CLEARANCE REQUIREMENTS. DEMOLITION DISCONNECT WIRING TO EQUIPMENT, DEVICES, AND FIXTURES TO BE REMOVED. REMOVE EQUIPMENT, WIRING, DEVICES AND CONDUIT NOT BEING USED. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS TO BE REMOVED. FIELD VERIFY EXISTING CONDITIONS TO DETERMINE EXTENT OF DEMOLITION WORK. REFERENCE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. MAINTAIN THE ELECTRICAL SERVICE TO EXISTING EQUIPMENT AND DEVICES TO REMAIN. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WIRING AND CONDUIT NEW WIRING SHALL BE THHN/THWN-2, 90°C INSULATED COPPER UNLESS OTHERWISE NOTED. ALUMINUM CONDUCTORS SHALL BE XHHW-2, INSULATED COMPACT STRAND. THE CONDUCTORS FOR 15A AND 20A BRANCH CIRCUITS SHALL BE #12 THHN/THWN-2, 90°C INSULATED COPPER. BRANCH -CIRCUIT CONDUCTORS GREATER THAN 20A SHALL BE AS INDICATED ON PLANS OR REQUIRED PER CODE. 20 AMPERE BRANCH CIRCUIT HOMERUNS OVER 75' SHALL BE #10AWG CU AND OVER 150' SHALL BE #8AWG CU. THE MAXIMUM NUMBER OF CONDUCTORS IN A CONDUIT FORA 30 SYSTEM SHALL BE THREE (AO, BO, CO), NOT INCLUDING NEUTRAL AND EQUIPMENT GROUNDING CONDUCTORS, UNLESS OTHERWISE INDICATED. CONDUIT SIZE SHALL BE BASED UPON NEC CHAPTER 9 AND ANNEX C. MORE THAN 3CURRENT-CARRYING CONDUCTORS MAY BE INSTALLED IN A RACEWAY IF THE APPROPRIATE AMPACITY-DERATING FACTORS ARE APPLIED. PROVIDE A DEDICATED NEUTRAL FOR EACH LINE -TO -NEUTRAL CIRCUIT UNLESS AMULTI-POLE BREAKER, WHICH DISCONNECTS ALL PHASE CONDUCTORS THAT SHARE A NEUTRAL, IS PROVIDED (LISTED BREAKER -TIES ARE PERMITTED). PROVIDE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDERS AND BRANCH -CIRCUIT WIRING. INCREASE CONDUIT SIZE AS REQUIRED TO ACCOMMODATE EQUIPMENT GROUNDING CONDUCTOR PROVIDE ALL CONDUIT, FITTINGS, SUPPORTS, AND ACCESSORIES REQUIRED FOR A COMPLETE RACEWAY SYSTEM. CONDUIT SHALL BE CONCEALED IN WALLS, FLOOR OR CEILING IN FINISHED AREAS UNLESS OTHERWISE INDICATED. IN FINISHED AREAS, WHERE CONDUIT AND CABLE CAN NOT BE CONCEALED IN WALLS OR CEILINGS (I.E. EXISTING MASONRY CONSTRUCTION), PROVIDE WIREMOLD OR EQUAL SURFACE MOUNTED RACEWAY AS APPROVED BY ARCHITECT OR ENGINEER. UNLESS OTHERWISE INDICATED AND WHERE NOT OTHERWISE RESTRICTED, USE THE CONDUIT TYPES INDICATED BELOW FOR THE SPECIFIED APPLICATIONS. WHERE MORE THAN ONE LISTED APPLICATION APPLIES, COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS. WHERE CONDUIT TYPE FOR A PARTICULAR APPLICATION IS NOT SPECIFIED, USE GALVANIZED STEEL RIGID METAL CONDUIT. DO NOT USE CONDUIT AND ASSOCIATED FITTINGS FOR APPLICATIONS OTHER THAN AS PERMITTED BY NFPA 70 AND PRODUCT LISTING. REFERENCE THE NEC FOR ADDITIONAL APPLICATION REQUIREMENTS. APPLICATION y�:L'1►1o7►1► [S7G1 1NM► /_\'a 3�oI,y�9ll►l:7�yl9l�►lg1_1m,:Zo111xi\�yryga�:7m,�:7► INNI�o1 �'mg:1m TYPE OF CONDUIT IN CONCRETE OR MASONRY EMT, IMC, GRC, PVC OUTDOORS (ABOVE GRADE) EMT, IMC, GRC BRANCH CIRCUITS (EXPOSED) EMT, IMC, GRC INTERIOR BRANCH CIRCUITS (CONCEALED BEHIND DRYWALL) MC, EMT, IMC INTERIOR BRANCH CIRCUITS (ABOVE DROPPED CEILINGS) EMT, IMC SUPPLY TO DISTRIBUTION PANELS EMT, IMC, GRC, PVC UNDERGROUND PVC, IMC, GRC OVERHEAD SERVICE MAST GRC (2" MIN) ►1xi? CONNECTIONS TO LUMINAIRES ABOVE ACCESSIBLE CEILINGS: USE FLEXIBLE METAL CONDUIT. MAXIMUM LENGTH TO BE 6' UNLESS OTHERWISE INDICATED. WHERE MC CABLE IS PERMITTED TO BE USED, A 6' LENGTH IS PERMITTED TO BE EXPOSED ABOVE A DROPPED CEILING TO CONNECT THE ABOVE CEILING JUNCTION BOX TO THE DEVICES BEHIND DRYWALL. FINAL CONNECTIONS TO VIBRATING EQUIPMENT (MOTORS, TRANSFORMERS, ETC) SHALL BE MADE WITH FLEXIBLE METAL CONDUIT IN DRY LOCATIONS AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT IN DAMP, WET, OR CORROSIVE LOCATIONS. MAXIMUM LENGTH TO BE 6' UNLESS OTHERWISE INDICATED. INSTALL CONDUIT EXPOSED TO SUNLIGHT ON ROOFTOPS A MINIMUM OF 12" ABOVE ROOF SURFACE. PROVIDE PVC COATED GRC FOR ELBOWS IN PVC CONDUIT RUNS. ALL CONDUITS AND CABLES PASSING THROUGH RATED WALLS, FLOORS OR CEILINGS SHALL BE FIRE STOPPED WITH APPROVED FIRE BARRIER CAULK. INSTALL CAULK PER MANUFACTURE'S INSTRUCTIONS AND MAINTAIN THE RATING OF THE WALL, FLOOR, OR CEILING BEING PENETRATED. DEVICES DEVICE AND FACEPLATE COLOR SHALL BE AS SPECIFIED BY THE ARCHITECT OR TO MATCH EXISTING. COORDINATE FACEPLATE AND DEVICE COLORS WITH ARCHITECT, INTERIOR DESIGNER AND OWNER PRIOR TO PURCHASING AND INSTALLING DEVICES AND FACEPLATES. PROVIDE COMMERCIAL SPECIFICATION GRADE SWITCHES AND RECEPTACLES. PROVIDE DEVICES AS INDICATED BELOW: DEVICE MANUFACTURER MODEL NUMBER WALL OCCUPANCY SENSOR WATT STOPPER OR EQUAL DSW-301 3 -WAY WALL OCC SENSOR WATT STOPPER OR EQUAL DW -103 DIMMER LUTRON OR EQUAL NOVA SERIES OCCUPANCY SENSOR LOCATION ADJUSTMENTS: LOCATIONS INDICATED ON PLANS ARE DIAGRAMMATIC AND ONLY INTENDED TO INDICATE WHICH ROOMS OR AREAS REQUIRE DEVICES. PROVIDE QUANTITY AND LOCATIONS AS REQUIRED FOR COMPLETE COVERAGE OF RESPECTIVE ROOM OR AREA BASED ON MANUFACTURER'S RECOMMENDATIONS FOR INSTALLED DEVICES. PHOTOCELL/PHOTOSENSOR LOCATION ADJUSTMENTS: LOCATIONS INDICATED ARE DIAGRAMMATIC AND ONLY INTENDED TO INDICATE WHICH ROOMS OR AREAS REQUIRE DEVICES. PROVIDE QUANTITY AND LOCATIONS AS REQUIRED FOR PROPER CONTROL OF RESPECTIVE ROOM OR AREA BASED ON MANUFACTURER'S RECOMMENDATIONS FOR INSTALLED DEVICES. DEMONSTRATE PROPER OPERATION OF LIGHTING CONTROL DEVICES TO OWNER, AND CORRECT DEFICIENCIES OR MAKE ADJUSTMENTS AS DIRECTED. ,:Zo]LTIID]MFG1► I,:I:a:7�yl,�F_1►lr:7xil:liv_Tiloxyl►ri:1ab11v01:imm1►[e1o1►1l 1 PROVIDE GFCI PROTECTION FOR 120V, 15A AND 20A RECEPTACLES INSTALLED IN THE FOLLOWING DWELLING UNIT LOCATIONS: BATHROOMS; GARAGES; OUTDOORS; CRAWL SPACES; UNFINISHED BASEMENTS; KITCHENS (WHERE RECEPTACLES SERVE COUNTERTOP SURFACES); KITCHEN DISHWASHER, LAUNDRY AREAS, SINKS (WITHIN 6' OF OUTSIDE EDGE OF SINK); AND LOCATIONS INDICATED ON POWER PLAN. PROVIDE GFI RECEPTACLE, FACELESS GFI DEVICE FEEDING STANDARD RECEPTACLE, OR GFI CIRCUIT -BREAKER. THE GROUND -FAULT CIRCUIT -INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. PROVIDE GFCI PROTECTION FOR 120V, 15A AND 20A RECEPTACLES INSTALLED IN THE FOLLOWING NON -DWELLING LOCATIONS: BATHROOMS, KITCHENS, ROOFTOPS, OUTDOORS, SINKS (WITHIN 6' OF OUTSIDE EDGE OF SINK), ELECTRIC WATER COOLERS, INDOOR WET LOCATIONS, LOCKER ROOMS, GARAGES, SERVICE BAYS, VEHICLE EXHIBITION HALLS AND SHOWROOMS, AND LOCATIONS INDICATED ON POWER PLAN. PROVIDE GFCI RECEPTACLE, FACELESS GFCI DEVICE FEEDING STANDARD RECEPTACLE, OR GFCI CIRCUIT -BREAKER. THE GROUND -FAULT CIRCUIT -INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. PROVIDE ARC -FAULT PROTECTION FOR 120V, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, AND SIMILAR ROOMS OR AREAS. PROVIDE A DEDICATED NEUTRAL FOR EACH CIRCUIT PROTECTED BY AN ARC -FAULT CIRCUIT BREAKER. PROVIDE WEATHER -RESISTANT RECEPTACLES FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS. PROVIDE HUBBELL RECEPTACLES WITH THE APPROPRIATE NEMA CONFIGURATION FOR RECEPTACLES SHOWN ON THE ELECTRICAL PLAN. PROVIDE 6' CORD AND PLUG FOR SPECIAL-PURPOSE RECEPTACLES IF EQUIPMENT TO BE INSTALLED IS NOT SUPPLIED WITH A CORD AND PLUG. PROVIDE FLOOR -MOUNTED DEVICE COVERS MOUNTED FLUSH WITH THE FINISHED FLOOR SURFACE. PROVIDE WIRING DEVICES AS MANUFACTURED BY HUBBELL, PASS AND SEYMOUR, LEVITION, WATT -STOPPER, LUTRON OR EQUAL. COORDINATE MOUNTING HEIGHTS OF SWITCHES, RECEPTACLES, PHONE OUTLETS, DATA OUTLETS, TV OUTLETS, AND LIGHT FIXTURES WITH ARCHITECTURAL DRAWINGS. THE MOUNTING HEIGHT FOR DEVICES SHALL BE AS INDICATED BELOW, UNLESS OTHERWISE NOTED. MOUNTING HEIGHTS ARE TO CENTER OF DEVICE, UNLESS OTHERWISE NOTED. MATCH MOUNTING HEIGHT OF EXISTING DEVICES IF APPLICABLE. GENERAL RECEPTACLES (COMMERCIAL) @18" AFF GENERAL RECEPTACLES (RESIDENTIAL) @12" AFF ABOVE COUNTER RECEPTACLES AND SWITCHES @ 2" ABOVE COUNTER OR BACKSPLASH TO BOTTOM OF DEVICE (COORDINATE WITH ARCHITECT) GARAGE OUTLETS @ 44" AFF LIGHT SWITCHES @ 44" AFF LIGHT SWITCHES IN BATHROOMS @ 44" AFF TELEPHONE OUTLETS @ 18" AFF TELEPHONE OUTLET (WALL MOUNTED) 44" AFF CLOCK OUTLETS @ 7'-6" AFF TV OUTLETS (COMMERCIAL) @ 18" AFF TV OUTLETS (RESIDENTIAL) @ 12" AFF DATA/PHONE OUTLETS (COMMERCIAL) @ 18" AFF DATA/PHONE OUTLETS (RESIDENTIAL) @ 12" AFF PROVIDE "IN -USE" WEATHERPROOF COVER FOR EXTERIOR RECEPTACLES. COMPLY WITH ADA STANDARDS FOR MOUNTING HEIGHTS AND LOCATIONS. DEVICES IN THE SAME LOCATION AND AT THE SAME MOUNTING HEIGHT SHALL BE MOUNTED UNDER A COMMON WALL PLATE. DISTRIBUTION EQUIPMENT PROVIDE DISTRIBUTION PANELS, DISCONNECTS, CONTACTORS, ETC. OF VOLTAGE, AMPERAGE, PHASE, AND SHORT-CIRCUIT RATINGS AS INDICATED ON PLANS. TERMINATIONS SHALL BE RATED 75°C MINIMUM CU/AL. FUSES SPECIFIED ARE AS MANUFACTURED BY BUSSMANN. THE SAME CLASS OF FUSE AS MANUFACTURED BY LITTELFUSE AND COULD-SHAWMUT MAY BE SUBSTITUTED. ENCLOSURES FOR EQUIPMENT AND DEVICES SHALL BE SUITABLE FOR THE INSTALLED LOCATION. PROVIDE 3 5/8" DEEP LOAD CENTERS FOR PANELS INSTALLED IN 4" STUD WALLS. PROVIDE PANELBOARDS FOR ALL OTHER INSTALLATIONS, UNLESS OTHERWISE NOTED. PROVIDE PANELS AND SWITCHBOARDS BUSSING AND FINGERS TO ACCOMMODATE BREAKERS OR SWITCHES IN ALL AVAILABLE SPACES. PROVIDE DOOR -IN -DOOR HINGED COVER FOR PANELBOARDS. PROVIDE A LISTED BREAKER -TIE OR MULTI -POLE BREAKER FOR EACH MULTIWIRE (SHARED NEUTRAL) BRANCH CIRCUIT. PROVIDE DISTRIBUTION EQUIPMENT AS MANUFACTURED BY AMERICAN MIDWEST POWER, SQUARE D, ELECTRO -MECHANICAL INDUSTRIES, CUTLER -HAMMER, SIEMENS, ERICKSON ELECTRIC, GE OR METRON. THE MOUNTING HEIGHT FOR DISTRIBUTION EQUIPMENT SHALL BE AS INDICATED BELOW, UNLESS OTHERWISE NOTED. PANELS/LOADCENTERS - 6' AFF MAX TO CENTER OF TOP HANDLE CT CANS - 2' AFF MIN, 6' AFF MAX TO CENTER OF CTs DISCONNECT SWITCHES - 6-6" AFF MAX TO CENTER OF HANDLE SINGLE UTILITY METER - 4' MIN, 6' MAX TO CENTER OF METER PROVIDE BRASS TAG (ATTACHED WITH BRASS SCREWS), INDICATING UNIT SERVED ON SERVICE DISCONNECTS, FEEDER DISCONNECTS, AND METERS SERVING MULTI -TENANT FACILITIES. PROVIDE A TYPED PANEL SCHEDULE WITH LOAD DESCRIPTIONS FOR PANELS AFFECTED BY THIS PROJECT. PROVIDE A PHENOLIC LABEL ON EACH NEW OR RENAMED PANEL INDICATING THE PANEL NAME. CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS FOR EQUIPMENT TO BE REUSED. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FOR VACANT POSITIONS IN EXISTING PANELS. IDENTIFICATION FOR ELECTRICAL SYSTEMS PROVIDE IDENTIFICATION LABELS OR HANDWRITTEN TEXT USING INDELIBLE MARKER TO IDENTIFY CIRCUITS ENCLOSED IN BOXES. USE IDENTIFICATION LABEL OR ENGRAVED FACEPLATE TO IDENTIFY BRANCH CIRCUITS FEEDING RECEPTACLES AND SWITCHES. PROVIDE IDENTIFICATION ON INSIDE SURFACE OF FACEPLATE FOR RECEPTACLES AND SWITCHES IN PUBLIC AREAS OR IN AREAS AS DIRECTED BY ARCHITECT OR OWNER. USE IDENTIFICATION LABEL TO IDENTIFY RECEPTACLES PROTECTED BY UPSTREAM GFI PROTECTION. LABEL CONDUCTORS AND CABLE WITH POWER SOURCE AND CIRCUIT NUMBER OR OTHER REQUIRED DESIGNATION. USE WRAP-AROUND SELF-ADHESIVE VINYL CLOTH, WRAP-AROUND SELF-ADHESIVE VINYL SELF -LAMINATING, HEAT -SHRINK SLEEVE, PLASTIC SLEEVE, PLASTIC CLIP -ON, OR VINYL SPLIT SLEEVE TYPE MARKERS SUITABLE FOR THE CONDUCTOR OR CABLE TO BE IDENTIFIED. USE FACTORY PRE-PRINTED OR MACHINE -PRINTED TEXT, ALL CAPITALIZED UNLESS OTHERWISE INDICATED. IDENTIFY EACH PIECE OF ELECTRICAL EQUIPMENT WITH AN IDENTIFICATION NAMEPLATE. PROVIDE THE FOLLOWING INFORMATION ON THE NAMEPLATE: PANELBOARDS AND LOAD CENTERS: AMPERE RATING, VOLTAGE AND PHASE, POWER SOURCE AND CIRCUIT NUMBER, LOADS BEING SERVED (TYPED CIRCUIT DIRECTORY). ENCLOSED SWITCHES AND CIRCUIT BREAKERS: AMPERE RATING, VOLTAGE AND PHASE, POWER SOURCE AND CIRCUIT NUMBER, LOAD BEING SERVED. CONDUCTOR INSULATION SHALL BE COLOR CODED AS FOLLOWS: 208/120V, 30: PHASE: A -BLACK; PHASE B -RED; PHASE C -BLUE IDENTIFY EXISTING ELEMENTS TO REMAIN THAT ARE NOT ALREADY IDENTIFIED. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY TO IDENTIFY LOADS SERVED FOR PANELBOARDS AND LOAD CENTERS. MECHANICAL EQUIPMENT REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT. ELECTRICALLY OPERATED EQUIPMENT SHOWN ON THE MECHANICAL PLANS AND NOT SHOWN ON THE ELECTRICAL PLANS WILL REQUIRE ELECTRICAL SERVICE. CONTACT ELECTRICAL ENGINEER FOR CONNECTION REQUIREMENTS PRIOR TO BID. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE BID. VERIFY MECHANICAL EQUIPMENT NAMEPLATE DATA (VOLTAGE, PHASE, FLA, MCA, MOCP, ETC.) PRIOR TO ROUGH -IN. NOTIFY ELECTRICAL ENGINEER IN WRITING OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY AND PRIOR TO COMMENCING ANY FURTHER WORK. MECHANICAL CONTRACTOR SHALL PROVIDE STARTERS FOR MECHANICAL EQUIPMENT. MECHANICAL CONTRACTOR SHALL PROVIDE CONDUIT, WIRE, AND DEVICES FOR MECHANICAL EQUIPMENT CONTROLS, UNLESS OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS. ELECTRICAL CONTRACTOR SHALL PROVIDE MECHANICAL EQUIPMENT CONTROL WIRING, CONDUIT, AND DEVICES IF INDICATED ON THE ELECTRICAL DRAWINGS. NOTIFY ELECTRICAL ENGINEER IN WRITING OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY AND PRIOR TO COMMENCING ANY FURTHER WORK. REFERENCE MECHANICAL DRAWINGS FOR LOCATIONS OF FIRE SMOKE DAMPERS AND CONTROL REQUIREMENTS OF MECHANICAL EQUIPMENT. PROVIDE 120V TO FIRE SMOKE DAMPERS AND PROVIDE EITHER DUCT OR SMOKE DETECTORS AS REQUIRED. RETURN AIR SYSTEMS OVER 2000CFM REQUIRE A SMOKE DETECTOR TO SHUT UNIT OFF MECHANICAL EQUIPMENT UPON ACTIVATION OF SMOKE DETECTOR. CONNECT DETECTORS TO FIRE ALARM SYSTEM IF APPLICABLE. PROVIDE EW201B FOR MECHANICAL EQUIPMENT CONTROLLED BY A TIME SWITCH. PROVIDE CONTACTORS RATED FOR THE MECHANICAL LOAD BEING CONTROLLED. TELEPHONE, DATA, AND CABLE OUTLETS PROVIDE A 4"X4" JUNCTION BOX WITH SINGLE -GANG PLASTER RING ANDA 3/4" CONDUIT WITH PULL STRING TO NEAREST ACCESSIBLE CEILING SPACE FOR EACH WALL MOUNTED PHONE, DATA, AND CABLE OUTLET. PROVIDE A FLUSH FLOOR BOX WITH FLUSH FACE PLATE ANDA 3/4" CONDUIT WITH PULL STRING TO NEAREST ACCESSIBLE CEILING SPACE FOR EACH FLOOR MOUNTED PHONE, DATA, AND CABLE OUTLET. LIGHTING PROVIDE LIGHT FIXTURES AS INDICATED ON LIGHTING PLAN OR FIXTURE SCHEDULE. THE MOUNTING HEIGHT FOR LIGHT FIXTURES SHALL BE AS INDICATED ON THE FIXTURE SCHEDULE, ARCHITECTURAL ELEVATIONS, OR AS SHOWN BELOW, UNLESS OTHERWISE NOTED. MATCH MOUNTING HEIGHT OF EXISTING LIGHT FIXTURES IF APPLICABLE. INSTALL EXIT AND EMERGENCY LIGHTS @ 6" BELOW CEILING TO TOP OF FIXTURE WITH A MAXIMUM MOUNTING HEIGHT OF 10' AFF. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH LIGHTING CIRCUIT. CONNECT EXIT AND EMERGENCY LIGHTING TO NON -SWITCHED LEG OF LOCAL LIGHTING CIRCUIT UNLESS OTHERWISE NOTED. MAKE CONNECTIONS TO LIGHT FIXTURES USING BUILDING WIRE WITH INSULATION SUITABLE FOR TEMPERATURE CONDITIONS WITHIN THE LUMINAIRE. COORDINATE THE PLACEMENT OF SUPPORTS, ANCHORS, ETC. REQUIRED FOR MOUNTING LIGHT FIXTURES. COORDINATE COMPATIBILITY OF LUMINAIRES AND ASSOCIATED TRIMS WITH MOUNTING SURFACES AT INSTALLED LOCATIONS. LIGHTING RELAY PANEL PROVIDE A RELAY PANEL WITH RELAYS AS INDICATED IN THE LIGHTING RELAY SCHEDULE. EACH RELAY TO BE CAPABLE OF BEING INDIVIDUALLY CONTROLLED. RELAYS ARE TO BE 20 AMP RATED MINIMUM, MECHANICALLY HELD CONTACTORS, CAPABLE OF SWITCHING EITHER 120V OR 277V LOADS. MOUNTED NEXT TO EACH RELAY SHOULD BE A LED TO ANNUNCIATE STATUS AND A PUSHBUTTON TO TOGGLE THE RELAY'S STATE. PANEL SHALL HAVE AMULTI-TAP TRANSFORMER AND ACCEPT EITHER 120V OR 277V FOR POWER. PROVIDE DIMMING MODULES INTEGRAL TO THE RELAY PANEL FOR LOADS SHOWN TO BE DIMMED. PANEL ENCLOSURE TO BE NEMA 1. PROVIDE SURFACE OR FLUSH COVER AS REQUIRED. EACH RELAY MUST BE CAPABLE OF BEING CONTROLLED REMOTELY BY EXTERNAL SWITCHES AND A TIME SWITCH INTEGRAL TO THE RELAY PANEL. SWITCHES CAN BE 2 -WIRE OR 3 -WIRE, MOMENTARY OR MAINTAINED LOW VOLTAGE DEVICES. PANEL SHALL BE CAPABLE OF BLINK WARNING LIGHTS BEFORE "OFF" AND HAVE AN AFTER HOURS TIME DELAY. ALL PROGRAMMING TO BE ENTERED BY INTEGRAL PANEL KEYPAD AND COMPUTER USER INTERFACE. EACH RELAY MUST BE CAPABLE OF BEING PROGRAMMED INDEPENDENTLY, OR GROUPED TOGETHER WITH OTHER RELAYS FOR THE SAME SCHEDULE/CONTROL FUNCTION. RELAYS MUST BE CAPABLE OF BEING ASSIGNED TO FOLLOW ANY OF THE FOLLOWING SCENARIOS: MANUAL ON/OFF MANUAL ON /SCHEDULED OFF SCHEDULE ON /MANUAL OFF SCHEDULED ON/OFF PHOTOCELL ON/OFF PHOTOCELL &TIME SWITCH ON/OFF ASTRONOMIC TIME SWITCH ON/OFF ASTRONOMIC TIME SWITCH AND PHOTOCELL ON/OFF PROVIDE DIGITAL SWITCHES WITH THE QUANTITY OF BUTTONS AS REQUIRED TO ACCOMPLISH THE SPECIFIED FUNCTION. PROVIDE CUSTOM LABELING FOR EACH BUTTON THAT DESCRIBES THE BUTTON'S FUNCTION. PROVIDE FACTORY REPRESENTATIVE TO PROGRAM PANEL AT THE SITE. REVIEW SWITCHING FUNCTION FOR EACH BUTTON AND PROGRAMMING PROCEDURE WITH OWNER OR OWNER'S REPRESENTATIVE. PANEL TO BE AS MANUFACTURED BY LEVITON, WATT -STOPPER, OR EQUAL AND MUST BE UL LISTED, MEET LOCAL ENERGY CODES, AND HAVE A 1 YEAR WARRANTY. ELECTRIC UTILITY COMPANY SUBMIT ELECTRICAL DRAWINGS AND SERVICE APPLICATION TO ELECTRIC UTILITY COMPANY PRIOR TO STARTING ANY WORK. COORDINATE WITH THE ELECTRIC UTILITY COMPANY TO ARRANGE FOR PERMANENT AND TEMPORARY ELECTRICAL SERVICE TO BE PROVIDED TO THE SITE AS REQUIRED. OBTAIN WRITTEN APPROVAL FROM THE LOCAL ELECTRIC UTILITY COMPANY INDICATING THAT THE SERVICE DESIGN IS ACCEPTABLE. PROVIDE LETTER TO ELECTRICAL ENGINEER PRIOR TO PURCHASING ANY ELECTRICAL SERVICE EQUIPMENT OR STARTING ANY WORK ON THE ELECTRICAL SERVICE. NOTIFY ELECTRICAL ENGINEER IMMEDIATELY OF ANY DESIGN CHANGES REQUESTED BY THE UTILITY COMPANY. FIRE/SPRINKLER ALARM AND DETECTION SYSTEM ALARM AND DETECTION SYSTEM SHOP DRAWINGS SHALL BE PREPARED BY THE SYSTEM SUPPLIER AND SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL INCLUDE DEVICE LOCATIONS, WIRING DIAGRAM, EQUIPMENT SPECIFICATIONS, BATTERY CALCULATIONS, VOLTAGE DROP CALCULATIONS, SEQUENCE OF OPERATION AND OTHER DETAILS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, IFC AND NFPA 72 WITH LOCAL AMENDMENTS. THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IBC, IFC, NFPA 72 AND LOCAL CODES AND ORDINANCES. SHOP DRAWINGS SHALL BE SUBMITTED TO THE wommokk sk I 1 BUILDING DEPARTMENT AND FIRE DEPARTMENT AS A DEFERRED SUBMITTAL. SHOP DRAWINGS SHALL BE APPROVED PRIOR TO PURCHASING ANY EQUIPMENT OR STARTING ANY WORK. Kazin &Associates, Inc. Consulting Electrical Engineers Est. 1984 Village Square at Lone Tree 9364 Teddy Lane, Ste #101 Lone Tree, CO 80124 Phone: 720-489-1609 Fax: 720-489-1611 Project #: 15276 ©2015 POirCNRQx1: AR1;H[7E�TUR� 670 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 v:QNZ, w�v � m 36628 z ; '. 8/7/15 �� T ��618/QNAL �9 NOT ISSUED FOR CONSTRUCTION UNLESS SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. LIMITED TO ELECTRICAL.am w Z Z a JH W 0 w V � w CD Z p aw as =w 0*) 3: LO Nt ISSUES /REVISIONS I DATE I PROJECT #: 2015_105 1 ELECTRICAL SPECIFICATIONS & LEGEND DRAWN BY: BEK CHECKED BY: BEK E0.1 SERVICE LOAD CALCULATION DWELLING UNIT LOAD CALCULATION LOAD DESCRIPTION LOAD LOAD DESCRIPTION LOAD QUANTITY TOTAL LOAD PANEL L1 (PER PANEL SCHEDULE) 53.1 kVA GENERAL LIGHTING AND RECEPTACLES 3.0VA/ft"2 2252ft"2 6.8kVA PANEL L2 (PER PANEL SCHEDULE) 48.9kVA SMALL APPLIANCE 1.5kVA 2 3.0kVA X-RAY (50% OF MAX CURRENT) 20.0kVA DISPOSAL 1.2kVA 1 1.2kVA PANEL LR (PER DWELLING UNIT CALC X 1.5 FOR IMBALANCE) 45.5kVA DISHWASHER 1.2kVA 1 1.2kVA RANGE 9.6 kVA 1 9.6 kVA TOTAL LOAD 167.5kVA DRYER 5.0kVA 1 5.0kVA 24,323 10 LAUNDRY 1.5kVA 1 1.5kVA TOTAL AMPERAGE @ 465A FURNACE 1.6kVA 2 3.2kVA VOLTAGE 208 PHASE 3 20,844 MICROWAVE 1.5kVA 1 1.5kVA 12,122 - 0.0 kVA 0 0.0 kVA - 0.0 kVA 0 0.0 kVA - 0.0 kVA 0 0.0 kVA TOTAL 33.0kVA FIRST 10kVA @ 100% 10.0kVA REMAINDER @ 40% 9.2kVA CU -1 4.0kVA 1 4.0kVA CU -2 7.1 kVA 1 7.1 kVA - 0.0 kVA 0 0.0 kVA TOTAL LOAD 30.3kVA TOTAL AMPERAGE @ 208V 1 0 146A FAULT CURRENT CALCULATIONS (END OF CONDUCTOR) LOCATION DESCRIPTION (@ ISS END) STARTING ISS MINIMUM CONDUCTOR LENGTH PHASE MULTIPLIER VOLTAGE CONDUCTOR SETS C VALUE ISS END @ WEATHER HEAD 29,700 30 1.73 208 3 11,174 24,323 @ 400A CT/DISC 24,323 10 1.73 208 2 12,122 22,450 @ PANEL L1 24,323 85 1.73 208 1 12,122 10,057 @ PANEL L2 24,323 120 1.73 208 1 12,122 8,100 @ X-RAY DISONNECT 24,323 10 1.73 208 1 5,907 18,118 @ 200A METER/DISC 24,323 10 1.73 208 1 12,122 20,844 @ PANEL LR 20,844 160 1.73 208 1 12,122 6,339 (3-250kcmil ALG)2 1/2"C (200A) I a Z I I Q I CD 0 0 N N I I I M I N G (3-250kcmil AL, 1 #4 AL G)2 1/2"C (200A) 7 M #4 TO 150kVA OH 208Y/120V, 30 TRANSFORMER 2[(4-500kcmil AL)3 1/2"C] (600A) (4-250kcmil AL, 1 #4 AL G)2 1/2"C (200A) (4-250kcmil AL, 1 #4 AL G)2 1/2"C (200A) M � M 1 O O O O 0 0 0 0 N N N N 1 Ql 0 LO 40 40I ONE -LINE DIAGRAM NOT TO SCALE NOTES: (4 #2, 1 #6G)1 1/4"C (115A) I Z a 1 � co O p 0 0 N _ _ N j 600A COMBO CT/DISC j 208Y/1 20V, 30, 4W 1 N 65,000AIC G NEMA 3R #2/0 #2/0 #4 #2/0 1 #2/0 WATER BUILDING SERVICE STEEL (IF AVAILABLE) 1. NEW WIRING SHALL BE THHN/THWN-2 INSULATED COPPER UNLESS OTHERWISE NOTED. #4 FOUNDATION REBAR ICrI I I I I I t o rn l I I I I r o Z w L I I I I I I II PANEL L7NE L -__J L1 L2 ILT = 2,000A X-RAY MACHINE - VERIFY REQUIREMENTS PRIOR TO STARTING WORK. #6 GROUND ROD 2 ELECTRICAL SITE PLAN SCALE: 1/8" =1'-0" 1-2-18 1-2-16 (E) 1 S�E) Ow P �E) GFI .BO Kazin & Associates, Inc. Consulting Electrical Engineers Est. 1984 Village Square at Lone Tree 9364 Teddy Lane, Ste #101 Lone Tree, CO 80124 Phone: 720-489-1609 Fax: 720-489-1611 Project #: 15276 © 2015 pILYCHROMf AW:HITECTURE 670 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 • *are m 36628 Z ; '. 8/7/15 ONAL NOT ISSUED FOR CONSTRUCTION UNLESS SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. LIMITED TO ELECTRICAL. Cn J am fn O O z LLI ISSUES / REVISIONS I DATE PROJECT #: 2015_105 1 ONE -LINE DIAGRAM & SITE PLAN DRAWN BY: BEK CHECKED BY: BEK E0.2 COMBO METER/DISC COMBO CT/DISC RTU -3 1-1-22,24,2E =XAM TO SWITCH IN COMBO CT/DISC PET CLINIC POWER PLAN SCALE: 3/16" =1'-0" RTU -2 1-1-16,18,20 2 RESIDENCE POWER PLAN SCALE: 3/16" =1'-0" Kazin & Associates, Inc. Consulting Electrical Engineers Est. 1984 Village Square at Lone Tree 9364 Teddy Lane, Ste #101 Lone Tree, CO 80124 Phone: 720-489-1609 Fax: 720-489-1611 Project #: 15276 © 2015 1061100h& nk POLYCHROrtE ARCH [TECTUItl 670 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 m 36628 Z ; '. 8/7/15 0 ONAL NOT ISSUED FOR CONSTRUCTION UNLESS SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. LIMITED TO ELECTRICAL. Cn J fn O O z w D LU Z Z a J ISSUES / REVISIONS I DATE PROJECT M 2015_105 1 POWER PLAN DRAWN BY: BEK CHECKED BY: BEK E1.1 0 0 0 ���� PET CLINIC POWER PLAN SCALE: 3/16" =1'-0" RTU -2 1-1-16,18,20 2 RESIDENCE POWER PLAN SCALE: 3/16" =1'-0" Kazin & Associates, Inc. Consulting Electrical Engineers Est. 1984 Village Square at Lone Tree 9364 Teddy Lane, Ste #101 Lone Tree, CO 80124 Phone: 720-489-1609 Fax: 720-489-1611 Project #: 15276 © 2015 1061100h& nk POLYCHROrtE ARCH [TECTUItl 670 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 m 36628 Z ; '. 8/7/15 0 ONAL NOT ISSUED FOR CONSTRUCTION UNLESS SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. LIMITED TO ELECTRICAL. Cn J fn O O z w D LU Z Z a J ISSUES / REVISIONS I DATE PROJECT M 2015_105 1 POWER PLAN DRAWN BY: BEK CHECKED BY: BEK E1.1 EF -15 MEN �/�/ B B 12111 o D EXAM D D D I D D D F F 7RAGE D D E13 D D 70 TORAGE/ LR 2 D D D F F L _721" 05 OS OS OS OS(7) - 0 ... LRP -19 B B B B SA T1 SA PO�YCHROMf AW:HITECTURE Im T1 T1 T1 WORK O ROOM 670 ESTES STREET LAKEWOOD, CO 80215 303.548.8753 I I I —� 2 IL I A A A A A A i B B B B I T1 OS I ••• •. � •• pWAR •• OFFlr'E I S LRP -1 I L!>Q yN:O D D 0 C� m 36628 z A 73 C11 A a L 8/7/15 .' LQC`s '•...•.• Fffo LR -3,4 G s%NAS D A A A A ° STG, ,GE NOT ISSUED FOR CONSTRUCTION UNLESS L SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. M LINEN LIMITED TO ELECTRICAL. o OME EF- A A L1-38 D BEDROOM2 L G L 11 E -7 S RP -8 II A A A A L 1 SB 3 3 3 B C I L L \/ C OS g OS OS I iti a a a ° 3 I 3 E RM A A Pc I I r ---)LN `- --1 L -9 Is os CE -11 Sc A DCG; G G L L �N ° L ° O - - B O / \ LRP -10 a — a � I A °S os Q b N 0 I J\°/ I c _= /\ 00 L_ C N t L I _00 05 A G G G 3 B TERRACE SC LIVING RM I I o L KITCHEN I-71 L I a la a I OS I I L L DE T L LRP -11 LRP -1 A I B c b a REF PANTRY ------J Fos E os M ISOLATION ISOLATIO L L ____ ____ W Q 00 El U A G G L /°\ O SQ /°\ F-9 C UNDRY '^ W 1 1 010 C I - F- 7 8 MASTER `v L P- 3,14 g os D BEDRO J 3 A M WALK -I IZ A IX B cLos AU DR 3 E 'AN Q Q N 05 _ :A °S os M L G = W vv A A N Ln _ -20 Pc F LO LINENNMI Im 3 D D SB L N EF -5 �—o °/ EF EXAM os D D MAST R MUD ROO ° BATHR OM W T2 T2L OFFICE LRP -17,18 PO M M REur—PTION' D D L I I I I J T2 I I I \\-------------- I I H ------- ii OFFICE l J L2-24 D D D \`------ ---------------- I T2 T2 T2 ® _Jon BOUTIQUE o EF -2 os MEN LRP -15,16 WAITING D D T2 T2 T2 AM AM os T2 T2 FIRE ISSUES/ REVISIONS DATE / _ F SB SB SIGN dMW3 - d 3 I / SB J SB \ 2 RESIDENCE LIGHTING PLAN PROJECT #: 2015_105 / \ I SCALE: 3/16 —1-0 / /SA SA SA SA SA SA SA\ \ I LIGHTING PLAN / \ I Kazin & Associates, Inc. / \ I Consulting Electrical Engineers /❑ ❑ ❑ ❑ ❑ ❑ ❑\ Est. 1984 DRAWN BY: BEK AZ I N Village Square at Lone Tree 9364 Teddy Lane, Ste #101 CHECKED BY: BEK PET CLINIC LIGHTING PLAN Lone Tree, CO 80124 SCALE: 3/16" =1'-0" Phone: 720-489-1609 Rj Fax: 720-489-1611 E2.1 • c i a t - s Project #: 15276 © 2015 VENTILATION REQUIREMENTS Spam Occupancy ClassRoa4on FWrAmo CFMSF GFMIFg8ter 2012 IMC OubMe Alr OcupM0008F CFMRim Vant E6d. CA ulretl Boutl w Retail NO 0.12 7.5 w 0 0.80 300 Exam 1 Medical PromUure 120 0.05 15.0 20 0 ORO 45 Omm1 Cmw 110 0.08 5 5 0 OR 11 RecaRtion Rem Yon 480 oJw 5 30 0 0.8 108 waifina Rete tlon AN oAw 5 30 0 0.8 112 Cab Animal Area 175 0.06 7.5 10 0 0.8 26 Dental Animal Area 308 DUN 7.5 10 0 0.8 45 Dow; MlmalArea 182 ON 7.5 10 0 0.8 27 ICU Animal Area 1000 0.06 7.5 10 0 018 IN lactation AnlmalArea M 0AN 7U6 10 0 0.8 13 Ismomn2 Anlmal Ame 84 0.06 7.5 10 0 0.8 13 LauM Warluoom 304 0.06 5 4 0 0.8 1 36 Ami WDdoeam Mediml Precedure 407 0.08 15.0 M 0 ORO 153 Bmak Room Omm 150 D,OB 5 5 0 0.8 15 CorimmI Comdor 185 0.06 1 0 0 0 0,8 14 Comdar2 Ccmdor 275 0AN 0 0 0 0.8 21 Comidor3 Corridor 400 0.06 0 0 0 0.8 30 Exam Madiral PmcaJum 120 OA6 15.0 20 0 ORO 45 Exam Med,cal Procedure 120 0.06 15.0 20 0 ORO 45 Exam Medical Procedure 120 0.08 15.0 20 0 ORO 45 Exam 5 MadiwlPmcetlum 100 018 15.0 M 0 ORO 30 Exam Medical Precedure IN 0.08 15.0 20 0 ORO 30 Exam? Medical ProceJure IN 0.08 15.0 20 0 ORB 38 Exam 0 Mediwl Peoeetlum IN O06 15.0 20 0 ORO 30 ExamBMedical Pmcedure 140 0.06 15.0 20 0 O80 53 Gmorninai Animal Area 475 0.08 7.5 10 0 0.8 71 Omm2 I Omm 110 0.06 5 5 0 OUR 11 Istonagao I swraw 1 B 0.12 0 1 0 1 0 0.0 1 23 GENERAL N07ES: I. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH MECHANICAL DRAWING OF THIS SET. SEE EACH DRAWING FOR SPECIFIC NOTES APPLICABLE TO THAT DRAWING, 20U7SIDE AIR INTAKE OPENINGS FOR VENTILATION AIR SHALL BE LOCATED 10 FEET MEASURED IN ANY DIRECTION FROM ANY FLUES, VENTS, CHIMNEYS, GAS METERS, GAS REGULATORS, PLUMBING VENTS UNLESS TOP OF SUCH INTAKE OPENING 15 2 FEET BELOW ANY OF THE LISTED ITEMS. S.OVERHEAD PIPING IN SPACES WITHOUT HUNG CEILINGS SHALL BE RUN AS CLOSE TO ROOF DECK AS PRACTICABLE, AS CLOSE TO PARALLEL JOISTS AS POSSIBLE AND ABOVE LIGHTING FIXTURES TO CONCEAL PIPING. 4.OVERNEAD DUCTWORK AND PIPING IN SPACES WITH CEILINGS SHALL BE CONCEALED UNLESS OTHERWISE NOTED. ECOORDINATE LOCATION W GRILLES, REGISTERS, DIFFUSERS, THERMOSTATS AND OTHER WALL OR CEILING MOUNTED HVAC ACCESSORIES WITH REFLECTED CEILING PLAN. COORDINATE LIGHTING FIXTURE LAYOUT AND ACCESSORIES INSTALLED BY OTHER TRADES GO AS TO PRESENT A NEAT AND ATTRACTIVE INSTALLATION THROUGHOUT THE ENTIRE BUILDING. IT 15 THE INTENT FOR CEILING MOUNTED GRILLES, REGISTERS AND DIFFUSERS TO BE INSTALLED IN THE CENTER OF CEILING PANELS. 6_ARRANGE PIPING AND DUCTWORK, PARTICULARLY ABOVE CEILING, AS REQUIRED TO CLEAR STRUCTURE, DUCTS, CONDUIT, ETC., ALLOWING SPACE FOR PIPE HANGERS, EXPANSION LOOPS ANDA CESS TO VALVES, FILTERS AND MAINTENANCE OF EQUIPMENT, 7.TNE DIAMETER OF THE SUPPLY PIPE AT ANY GAS FIRED EQUIPMENT SHALL NOT BE OF A SMALLER SIZE THAN THE INLET CONNECTION TO THE EQUIPMENT, B,EQUIPMENT WITH FILTERS SHALL BE INSTALLED SO THAT FILTERS CAN BE EASILY REMOVED AND REPLACED. 9.CONTRAOTOR SHALL VERIFY REFRIGERANT PIPE SIZES WITH EQUIPMENT MANUFACTURER FOR THE INDICATED INSTALLATION. 10. COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES. II.TNERMOSTATS SHALL BE LOCATED IN THE ROOMS INDICATED. INSTALL AT 4'-O' ABOVE FINISH FLOUR. I2. VALVES AND SPECIALTIES SHALL BE LINE SIZE, EXCEPT FOR CONTROL 6 BALANCING VALVES OR UNLESS NOTED OTHERWISE. 13. EXTEND DRAIN LINES TO NEAREST FLOOR DRAIN OR AS INDICATED. ROUTING SHALL NOT INTERFERE WITH PASSAGEWAYS AND MAINTENANCE. DRAINS FROM AIR CONDITIONING CONDENSATE DRAIN PANE SHALL BE TRAPPED. SLOPE SUSPENDED CONDENSATE DRAIN PIPING AT 1/8' PER FOOT (I PER ICG). 14. PIPING AND DUCTWORK INSULATION SHALL BE RUN CONTINUOUSLY THROUGH NON -RATED FLOORS, WALLS AND PARTITIONS, UNLESS OTHERWISE NOTED. 15. NO PIPING SHALL BE SMALLER THAN W UNLESS OTHERWISE NOTED. 16. RUN -OUTS SHALL PITCH DOWN IN DIRECTION OF FLOW A MINIMUM OF AV PER FOOT (TER IN). O. FOR PIPE SIZES NOT INDICATED ON PLANS SEE EQUIPMENT CONNECTION DETAILS, FLOW DIAGRAMS, RISER DIAGRAMS AND SCHEDULES. I6. PROVIDE UNION OR FLANGED CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON BOTH SIDES OF CONTROL VALVES AND PRESSURE REGULATING VALVES. PROVIDE SHUT-OFF VALVES ON BOTH SIDES OF AUTOMATIC VALVES. 19. RELIEF VALVE DRAIN PIPING SHALL BE EXTENDED TO 6' ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED, 20. FLOOR MOUNTED EQUIPMENT IN THE MECHANICAL ROOM SHALL BE LOCATED ON 6' THICK CONCRETE PADS WITH CHAMFERED EWES UNLESS OTHERWISE NOTED. 21. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE SPECIFICATION. ADDITIONAL SUPPORTS OR HANGERS SHALL BE ADJACENT TO ELBOWS, TO PREVENT WEIGHT OF PIPING BEING PLACED ON THE EQUIPMENT. 22. CORRECT SETTING ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED, 23. LOCATE AND SIZE CONCRETE PADS AND CURB5 FOR MECHANICAL EQUIPMENT IN ACCORDANCE WITH ACTUAL EQUIPMENT PURCHASED. 24. FOR LOCATION OF MOTOR STARTERS, SEE ELECTRICAL DRAWINGS, I. EXISTING HVAC PIPING, DUCTWORK AND EQUIPMENT SHOWN 15 BASED ON EXISTING AND FIELD OBSERVATION WITHOUT DEMOLITION. DURING DEMOLITION, ANY CLARIFICATION REWIRED TO DETERMINE SCOPE OF WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCITEQ/ENGINEER. 2. THE CONTRACTOR SHALL VISIT THE JOE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, PRIOR TO STARTING DEMOLITION. 3.DRAWINGS DO NOT SHOW EVERY EXISTING PIPE, CONDUIT, DUCT, ETC, CONTRACTOR SHALL TAKE CARE TO REMOVE ONLY ITEMS REQUIRED TO BE SI4EE7 METAL GENERAL N07ES I. INSTALL CEILING REGISTERS A MINIMUM OF 12' FROM EXTERIOR WALL. 2PRO/IDE A MINIMUM OF THREE TIMES THE FAN DIAMETER OF STRAIGHT DUCTWORK OFF THE SUPPLY AIR DISCHARGE BEFORE ANY TAKEOFFS OR ELBOWS. 3,PRO/IDE LOOKING QUADRANT VOLUME BALANCING DAMPERS AT ALL BRANCH TAKEOFFS TO CEILING/51DEWAL SUPPLY AND EXHAUST DEVICES 4.SPACE ABOVE CEILING IS TO BE USED AS A RETURN AIR PLENUM WHERE DUCTWORK 15 NOT INDICATED ABOVE RETURN AIR GRILLES. 5,PROVIDE ACCESS DOORS IN DUCTWORK WHERE INDICATED OR REQUIRED FOR ACCESS TO SYSTEM COMPONENTS INCLUDING THE FOLLOWING: DAMPER MOTORS AND/OR MOTOR OPERATED DAMPERS, FIRE DAMPERS AND SMOKE DAMPERS. 6,DUCT DIMENSIONS SHOWN ON DRAWINGS ARE NET FREE INTERIOR, NOT INCLUDING LINING OR INSULATION. PLUMBING GENERAL N07ES I. MAKE PROPER PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL BRANCH MAINS, ELBOWS AND CONNECTIONS ARE NOT SHOWN. 2 COORDINATE WITH ARCHITECTURAL WORKING DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES. 3. UNLESS OTHERWISE NOTED, PIPING SHALL BE RUN AS HIGH AS POSSIBLE, CONCEALED ABOVE CEILINGS, IN WALLS AND PARTITIONS, AND IN PIPE CHASES. 4. SLOPES AND INVERT ELEVATIONS SHALL BE ESTABLISHED BEFORE ANY PIPING 15 INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. 5. ALL PIPING SHALL BE LOCATED AND DETERMINED WHERE TO BE RUN TO AVOID CONFLICT WITH OTHER TRADES. 6. ALL WALL HYDRANTS SHALL BE MOUNTED 24' ABOVE FINISHED GRADE UNLESS OTHERWISE SPECIFIED. 7. ALL HOSE BIBBS SHALL BE MOUNTED IB' ABOVE FINISHED FLOOR UNLESS OTHERWISE SPECIFIED, B . COORDINATE WORK WITH OTHER TRADES SO AS NOT TO DISTURB NEW OR REPAIRED FINISHES. 9. ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF 3'-V AT ROOF BEFORE ROOF PENETRATION. 10, ALL PLUMBING VENTS WITHIN A 10'-0' RADIUS OF EXHAUST VENTS SHALL BE EMENDED TO A HEIGHT OF 2'-0' AER)/E EXHAUST VENT CROWN. IL ALL HOT AND COLD WATER PIPING INDICATED TO BE RUN ABOVE FINISHED CEILINGS OR IN EXTERIOR WALLS SHALL BE INSTALLED ON THE CONDITIONED SPACE SIDE OF THE BUILDING INSULATION. 12, SLOPES AND INVERT ELEVATIONS OF EXTERIOR SEWERS, MANHOLES, ETC, SHALL BE ESTABLISHED AND VERIFIED BY THE CONTRACTOR BEFORE ANY PIPING 15 INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED AND NECESSARY INVERT ELEVATION OBTAINED. 13. PROVIDE DEEP SEAL P -RAPS (4' MAX) WITH TRAP SEAL PRIMERS FOR ALL FLOOR DRAINS, MCDONMEDCCON NICAL CONSULTING EN GIN �r* 670 }aLww A4ESTR 6J0 ESTES STREET LAKEW30q CO 80215 303.548.8753 Y AJ 8aa� 0 0 2 FMM AW Ia m CHANICAL LEGEND GENERAL NOTES DRAKH BY: PM CHECIOBIBY: PM M P001 I`1ECH. ICAC SPECIFICATIONS BASIC MECHANICAL REQUIREMENTS QUALITY ASSURANCE: IF MANUFACTURERS MATERIAL OR EQUIPMENT 15 LISTED IN SCHEDULES OR ON DRAWINGS, THEY ARE TYPES TO BE PROVIDED FOR ESTABLISHMENT OF SIZE, CAPACITY, GRADE AND QUALITY. IF OTHER ACCEPTABLE MANUFACTURERS ARE USED, COST OF ANY CHANGE IN CONSTRUCTION REQUIRED BY THEIR USE SHALL BE BORNE BY CONTRACTOR. COMPLY WITH RULES AND REGULATIONS OF LOCAL UTILITY COMPANIES. INCLUDE COST OF VALVES, VALVE BOXES, METER BOXES, METERS, ACCESSORY EQUIPMENT REGARDED FOR PROJECT. INTENT AND INTERPRETATIONS: IT 15 THE INTENT OF THE5E DRAWINGS AND SPECIFICATIONS TO RESULT IN A COMPLETE MECHANICAL INSTALLATION IN COMPLETE ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND ORDINANCES. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED PIPE, OFFSET, TRANSITION, ETC. ITEMS NOT SPECIFICALLY MENTIONED IN THE SPECIFICATION OR NOTED ON THE DRAWINGS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER 15 CALLED FOR IN EITHER 15 BINDING AS THOUGH CALLED FOR ORAWING5 5HALL NOT BE KAI FOR ROUGH -IN MEA5UREMMM5 OR USED AS SHOP ORAWING5. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS, BEFORE ANY WORK IS INSTALLED, DETERMINE THAT EQUIPMENT WILL PROPERLY FIT THE SPACE, THAT REQUIRED CLEARANCES CAN BE MAINTAINED AND THAT EQUIPMENT CAN BE LOCATED WITHOUT INTERFERENCES BETWEEN SYSTEMS, WITH STRUCTURAL ELEMENTS, OR WITH THE WORK OF OTHER TRADES, IF CONFLICTS ARE DISCOVERED IN CONTRACT DOCUMENTS AS WORK PROGRESSES, SUBMIT A SET OF DRAWINGS MARKED WITH RED PENCIL SHOWING RECOMMENDED MODIFICATIONS TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. JOB CONDITIONS: CONFER, COOPERATE AND COORDINATE WORK WITH OTHER TRADES. COORDINATE CEILING CAVITY SPACE CAREFULLY WITH ALL TRADES. IN EVENT OF CONFLICT, INSTALL MECHANICAL AND ELECTRICAL SYSTEMS WITHIN CAVITY SPACE IN FOLLOWING ORDER OF PRIORITY, PLUMBING WASTE AND VENT PIPING. ROOF DRAIN PIPING, DUCTWORK ELECTRICAL CONDUIT AND LIGHTING. DOMESTIC HOT AND COLO WATER PIPING. FIRE SPRINKLER PIPING, PERMITS AND FEES: ARRANGE AND PAY FOR ALL INSPECTIONS, PERMITS, LICENSES, CERTIFICATES, AND FEES REWIRED IN CONNECTION WITH WORK, SUBMITTALS AND SHOP DRAWINGS: CONFORM TO REQUIREMENTS OF DIVISION I AND FOLLOWING PARAGRAPHS. SUBMITTALS SHALL INCLUDE CATALOG GUT-5HEET5 ANO MANUFACTURERS DATA SHEETS. SUBMIT MANUFACTURERS LITERATURE (SHOP DRAWINGS) FOR MATERIALS AND EQUIPMENT. SUBMITTAL DATA SHALL INCLUDE EQUIPMENT PERFORMANCE DATA AT PROJECT SITE ELEVATION ANO/OR LOCAL CONDITIONS. EQUIPMENT CUTSHEETS OR CATALOG COPIES ARE NOT ACCEPTABLE. ANY EQUIPMENT SUBSTITUTED FOR WHAT IS SCHEDULED SHALL BE EQUAL TO THAT SGIEDULED IN CONTROLS, ACCESSORIES, AND PERFORMANCE REGARDLE55 OF MANUFACTURER. PRIOR TO ORDERING EQUIPMENT OR BEGINNING INSTALLATION WORK, ASSEMBLE, PREPARE AND FURNISH SUBMITTALS AND SHOP DRAWINGS REQUIRED FOR PROJECT. FURNISH SUBMITTALS AND SHOP DRAWINGS FOR ALL HVAC AND PLUMBING EQUIPMENT INCLUDING BUT NOT LIMITED TO ROOFTOP UNITS, FURNACES, CONDENSING UNITS, FAN, CHILLERS, PUMPS, BOILERS, HVAC 6 PLUMBING PIPING, PLUMBING FIXTURES, EQUIPMENT AND INSULATION ETC, GENERAL CONTRACTOR ANO/OR PROJECT MANAGER SHALL THOROUGHLY CHECK SUBCONTRACTORS' OR VENDORS'SUBMITTALS AND SHOP MAKINGS AND, AFTER APPROVING THEM, SUBMIT THEM FOR REVIEW. SUBMITTALS AND SHOP DRAWINGS THAT W NOT BEAR GENERAL GONTRACTORRROJE T MANAGERS REVIEW STAMP WILL BE RETURNED NOT REVIEWED. IF DISCREPANCIES BETWEEN SUBMITTALS, SHOP DRAWINGS, AND CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTALS AND SHOP DRAWINGS ARE REVIEWED, REQUIREMENTS OF CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. SUBMITTALS AND SHOP DRAWINGS WHICH ARE SUBMITTED, BUT WHICH ARE NOT REQUIRED BY CONTRACT DOCUMENTS, WILL BE RETURNED NOT REVIEWED. SUBMITTAL5 AND SHOP DRAWINGS 5HALL IDENTIFY SPECIFIC EQUIPMENT WITH NUMBERS OR LETTERS IDENTICAL TO THOSE LISTED OR SCHEDULED ON THE DRAWINGS OR SPECIFICATIONS. SUBMITTALS NOT INCLUDING 51 MARKINGS WILL BE RETURNED NOT REVIEWED. RECORD DOCUMENTS. KEEP IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION, A CURRENT SET OF DOCUMENTS INDICATING CHANGES THAT HAVE BEEN MADE TO THE CONTRACT DOCUMENTS, UPON COMPLETION OF WORK, SUBMIT THE COMPLETE SET OF RECORD DOCUMENTS TO THE ARCHITECT/ENGINEER. PROTECTION OF EQUIPMENT: PROTECT MATERIALS AND EQUIPMENT FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT, AND THE ELEMENTS FROM TIME OF SHIPMENT TO TIME INSTALLATION IS ACCEPTED BY OWNER. GUARANTEE: GUARANTEE MATERIALS, WORKMANSHIP, AND OPERATION OF EQUIPMENT INSTALLED FOR PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF ENTIRE WORK. REPAIR OR REPLACE ANY PART OF WORK WHICH SHOWS DEFECT DURING THAT TIME. BE RESPONSIBLE FOR DAMAGE TO PROPERTY OF OWNER OR TO WORK OF OTHER CONTRACTORS DURING CONSTRUCTION AND GUARANTEE PERIOD. FURNISH EQUIPMENT WARRANTIES TO DINNER. MECHANICAL EQUIPMENT WIRING AND CONNECTIONS: VOLTAGE CHARACTERISTICS SHALL BE AS IN ELECTRICAL DIVISION OF SPECIFICATIONS AND DN ELECTRICAL DRAWINGS. ALL WORK SHALL BE PERFORMED BY PROPERLY LICENSED MECHANICS OR UNDER THEIR DIRECT SUPERVISION. ALL MATERIALS AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE APPLICABLE STANDARDS OF UL AND SHALL BEAR THE UL LABEL AS EVIDENCE THAT THE MATERIAL AND/OR EQUIPMENT MEETS THIS REQUIREMENT. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS UNLESS OTHERWISE NOTED IN THESE PLANS, ALL EQUIPMENT START UP AND TESTING SHALL BE PERFORMED BY THE EQUIPMENT MANUFACTURER TRAINED SERVICE TECHNICIAN. FIELD LABEL ALL MECHANIC4L EQUIPMENT AND PIPING AS INDICATED ON THE PLANS PER MECHANICAL AND LOCAL CODE REQUIREMENTS. INDICATE DIRECTION OF FLOW ON PIPING, BASIC MATERIALS: PROVIDE MECHANICAL SYSTEM CONTROLS, CONTROLLERS, CONTROL TRANSFORMER, DISCONNECTS, STARTERS, CONTROL WIRING, ASSOCIATED CONTROL POWER WIRING, AND ALL WORK NECESSARY FOR A COMPLETE AND OPERATIONAL MECHANICAL SYSTEM. PROVIDE SUPPLEMENTAL STEEL AND SUPPORTS AS REQUIRED FOR INSTALLATJON OF MECHANICAL MATERIALS, EQUIPMENT, AND APPARATUS, PROVIDE VIBRATION ISOLATION ON ALL MECHANIC4L EQUIPMENT. INSTALL FLEXIBLE DUCT CONNECTORS ON ALL AIR HANDLING UNIT SUPPLY OUTLET AND RETURN INLET. ALL WORK IN FINISHED AREAS SHALL BE CONCEALED UNLESS SPECIFICALLY NOTED AS FERMI ON THE PLANE. PRIOR TO THE INSTALLATION OF ANY EXPOSED WORK THIS CONTRACTOR SHALL VERIFY AND OBTAIN ARCHITECTURAL APPROVAL OF LOCATION AND EXTENT, BALANCE ALL SUPPLY AND EXHAUST OUTLETS TO AIRFLOW SHOWN. FINAL BELANCE MAY HAVE UP TO 10% DISCREPANCY OF THE CFM INDICATED ON THE PLANS. IF THERE 15 AN AIR BALANCE DISCREPANCY GREATER THAN IDS, BALANCE CONTRACTOR SHALL CONTACT ENGINEER. PROVIDE MANUAL DAMPERS ON DIRECT DRIVE UNITS AS REQUIRED TO MEET SPECIFIED AIR QUANTITIES. INCLUDE GUARANTEES AND WARRANTIES OF ALL EQUIPMENT. VOLUME DAMPER SHALL BE MULTIPLE OPPOSED BLADE TYPE, CLOSE FITTED IN DUCTS, SUITABLE FOR STATIC PRESSURE IN DUCTWORK AT INSTALLED LOCATION. DAMPERS 12 -OR LESS IN HEIGHT SHALL HAVE SINGLE BLADE. DAMPER BLADES SHALL BE STAMPED 16 GLASS GALVANIZED STEEL, MAXIMUM LENGTH 48'. SHAFT SPACING SHALL NOT EXCEED I BEARINGS SHALL BE MOLDED SYNTHETIC. POSITIONING DEVICE SHALL BE LOCKING LEVER AND QUADRANT TYPE, LEVER PARALLEL TO BLADE, LOOKED TO QUADRANT WITH THUMBSCREW OR WING NUT, END OF SHAFT NOTCHED PARALLEL TO DAMPER POSITION. CONSTRUCT DAMPER SLAVES FOR MEDIUM AND HIGH PRESSURE SYSTEMS WITH END BEARINGS OR OTHER SEALING DEVICE. SUPPLY LOOKING TYPE NOT ALL BALANCING DAMPERS REQUIRED FOR THE BALANCING WORK ARE SHOWN ON THE DRAWINGS, PROVIDE BALANCING DAMPERS AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST 5Y5TE115 WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS, AND AS REQUIRED FOR AIR BALANCING. COORDINATE WITH BALANCING CONTRACTOR AND PROVIDE ANY ADDITIONAL BALANCING DAMPERS REQUIRED. INSTALL DAMPERS IN ACCESSIBLE LOCATION. FLEXIBLE CONNECTION SHALL BE NEOPRENE COATED, 30 OZ. FIBERGLASS FABRIC, SENDS, TIGHTLY CRIMPED INTO METAL SWING STRIP, ATTAWEO TO DUQING AND EQUIPMENT BY SCREWS OR BOLTS AT VINTERVALS, PLENUM RATED WHERE REWIRED. FLEXIBLE CONNECTIONS EXPOSED TO WEATHER SHALL BE COATED WITH DEWPOINT HYPALOLgN. TURNING VANES SHALL BE INSTALLED IN SUPPLY, RETURN, OR EXHAUST MITERED B.BOWS. PROVIDE ACCESS DOOR ON UPSTREAM 510E OF TURNING VANES. THEY SHALL BE FORMED 51NGLE WALL (56 -MAXIMUM LENGTH) OR DOUBLE WALL (GREATER THAN 36 -LENGTH) GALVANIZED STEEL BLADES, FOR METAL DUCTWORK OTHER THAN STEEL USE SAME TYPE MATERIAL AS DUCT. TURNING VANES INSTALLED IN UNEQUAL SILSBEE. ADJUSTABLE TYPE THAT REMAINS ALIGNED TO AIRSTREAM IN ALL POSITIONS, CONFIRM ACTUAL VOLTAGES, PHASE AND CHARACTERISTICS OF EXISTING EQUIPMENT AND APPARATUS FURNISHED BY TENANT, OTHER TRADES, ANO/OR DIVISIONS. CONFIRM PRIOR TO RCI IF DISCREPANCIES ARE NOTED TO THE INSTRUCTIONS OF THESE PLANS AND SPECIFICATIONS, SUBMIT THE NOTED DISCREPANCIES TO THE ARCHITECT FOR DIRECTION PRIOR TO PROCEEDING. PROVIDE DUCT SMOKE DETECTORS FOR AUTOMATIC EQUIPMENT SHUTOFF IN AIR -MOVING SYSTEMS THAT RETURN IN EXCESS OF 2OOT CFM TO ENCLOSED SPACES WITHIN BUILDING PER MECHANICAL HAVING JURISDICTION. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE AIR HANDLING UNIT AUTOMATIC SHUT -DOWN WIRING AND DUCT/SMOKE OETECTOR WIRING WHEN REWIRED. DETECTORS SHALL BE COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM. PROVIDE PRE55URE REDUCING VALVE ASSEMBLY AT BUILDING WATER SERVICE ENTRY WHERE PRESSURE EXCEEDS 65 IN PRESSURE REDUCING VALVE TO BE SET TO 65 PSI. PROVIDE SANITARY SEWER SYSTEM CLEANOUTS AS REQUIRED BY LOCAL LODES. PROVIDE BRANCH SHUT-OFF VALVES ON ALL WATER LINES EXTENDING FROM MAINS. THE CONTRACTOR SHALL LOCATE AND FURNISH FOR INSTALLATION BY OTHERS, ALL ACCESS PANELS AS REQUIRED FOR ACCESS TO VALVES, DAMPERS, MOTORS, ETC, AND THE PROPER SERVICING OF EQUIPMENT AND LINES INSTALLED UNDER THIS CONTRACT. ALL MATERIAL LOCATED IN CEILING PLENUMS SHALL BE SUITABLE FOR RETURN AIR PLENUM. SANITARY AND STORM PIPING ABOVE GRADE SHALL BE CAST IRON HUBLESS WITH STAINLESS STEEL BANDS OR SCHEDULE 40 PVC WITH SOLVENT JOINTS. SANITARY AND STORM PIPING BELOW GRADE SHALL BE CAST IRON HUBLESS WITH STAINLESS STEEL BANDS OR SCHEDULE 40 PVC WITH SOLVENT JOINT5. DOMESTIC WATER PIPING ABOVE GRADE SHALL BE TYPE L COPPER WITH WADI JOINTS OR PEX WITH MANUFACTURE APPROVED JOINING METHOD, DOMESTIC WATER PIPING BELOW GRADE SHALL BE TYPE K COPPER WITH SILVER SOLDERED JOINTS, GAS PIPING 2A" INCHES AND LARGER SHALL BE SCHEDULE 40 STEEL WITH WELDED JOINTS, GAS PIPING Y INCHES AND SMALLER SHALL BE SCHEDULE 40 STEEL WITH MALLEABLE THREADED FITTINGS. FIRE STOP ALL PIPING MATERIALS PASSING THROUGH FIRE RATED STRUCTURES OR FIRE RATED ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF AUTHORITIES HAVING JUR15DIGTION. U5E CURRENTLY LISTED U.L. CLASSIFIED PRODUCTS, TESTED BY ASTM SON USE FOR ALL APPLICABLE PIPE PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS, OR FLOOR CEILING ASSEMBLIES IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS, DUCTWORK SHALL BE GALVANIZED SHEET METAL INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. INSTALL TURNING VANES IN ALL ELBOWS, ALL SPIN -IN FITTINGS SHALL BE PROVIDED WITH MANUAL VOLUME DAMPERS. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL DUCT. DUCT SIZES SHOWN ON THE DRAWINGS ARE NET INSIDE FREE AREA. EQUIPMENT FLEXIBLE DUCTWORK CONNEI NOT TO EXCEED 5 INCHES IN LENGTH WITH A MAX. 25 FLAME/X) SMOKE INDEX. FLEXIBLE DUCTWORK TO AIR DEVICES 5HALL HAVE A MAXIMUM STRETCHED LENGTH OF 5 FEEL SUITABLE FOR RETURN AIR PLENUM, 54EETMETAL DUCTWORK LOCATED IN RETURN AIR PLENUM 5HALL BE SEALED WITH SMACNA SEAL CLASS "A" DUCT 51 ALL FLUE GAS DUCTWORK TO BE METALBESTOS TYPE B VENTING OR EQUAL UNLESS OTHERWISE NOTED ON PLANS INSULATION ALL ROUND CONCEALED RIGID SUPPLY DUCTWORK SHALL BE EXTERNALLY WRAPPED IN 1' THICK GLASS FIBER INSULATION WITH FIRE RETARDANT VAPOR BARRIER (MINIMUM III ALL RECTANGULAR DUCTWORK 5HALL BE LINED WITH I" THICK 2 POUND DENSITY (MINIMUM R-5) GLASS FIBER ACOUSTIC DUCT LINER. ALL DUCTWORK EXPOSED TO OUTDOOR AMBIENT ENVIRONMENT TYPE CONDITIONS SHALL BE EXTERNALLY WRAPPED IN 2" RIGID INSULATION (MINIMUM R-5) AND COVERED WITH MINIMUM 24 GAGE SHEET METAL COVER. ALL DUCTWORK LOCATED IN RETURN AIR PL@IUM OR UNCONDITIONED SPACE SHALL BE WRAPPED IN I " THICK INSUVQIOJ (MINIMUM R-5). COLD WATER PIPING SHALL BE INSULATED WITH 1/2 INCH THICK FIBER GLA55 IN5ULATJON WITH AN ALL-5ERVICE JACKET. COLD WATER PIPING BYROvED TO WEATHER SHALL BE INSULATED WITH I I/2" FIBERGLASS INSULATION. HOT WATER PIPING 2" OR LESS SHALL BE INSULATED WITH I -INCH FIBERGLASS INSULATION. HOT WATER PIPING GREATER THAN 2 -INCHES SHALL BE INSULATED WITH 1 %" FIBERGLASS INSULATION. RUNOUTS, NOT EXCEEDING 12 FEET, UP TO 2-IN04ES SHALL BE INSULATED WITH %-INCH THICK FIBER GLASS INSULATION WITH AN ALL -SERVICE JACKET. STORM DRAIN PIPING ABOVE GRADE SHALL BE INSULATED WITH %-INCH THICK FIBER GLASS INSULATION WITH AN ALL -SERVICE JACKET. WATER PIPING IN UNCONDITIONED SPACE AND EXTERIOR WALLS SHALL BE INSULATED WITH 2" FIBERGLASS INSULATION PLUMBING FIXTURES FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON THE PLANS. PROVIDE CHROME PLATED ANGLE STOPS AND ESCUTCHEON PLATES ON ALL EXPOSED FIXTURE RUNOUTS. PROVIDE INSULATION AND ROUGH -IN AS REQUIRED FOR COMPLIANCE WITH ADA REQUIREMENTS. PROVIDE ALL ACCESSORIES AND SPECIALTY ITEMS AS REQUIRED FOR A COMPLETE FIXTURE INSTALLATION. REDUCED PRE55URE BACKFLOW PREVENTER5 FURNISH AND INSTALL REDUCED PRESSURE BACKFLOW PREVENTER FOR THE PRIMARY DOMESTIC COLO WATER SERVICE IN ACCORDANCE WITH STATE, LOCAL, AND JURISDICTIONAL WATER DISTRICT REQUIREMENTS. FURNISH AND INSTALL REDUCED PRESSURE BACKFLOW PREVENTERS FOR MECHANICAL EQUIPMENT REQUIRED OF THIS OR OTHER SECTIONS OF THESE SPECIFICATIONS. GAS WATER HEATERS FURNISH AND INSTALL HIGH EFFICIENCY GAS FIRED WATER HEATER AS SCHEDULED ON THE PLANE. FURNISH HEATER WHICH ARE UL LABELED AND MEET THE REQUIREMENTS OF LOCAL MUNICIPALITIES, WATER HEATER LOCATED IN CEILING 5HALL BE PROVIDED WITH 2z' DEEP DRAIN PAN. TERMINATE DRAIN TO NEAREST FLOOR DRAIN, FLOOR SINK OR LAV TRAP, INCLUDE GUARANTEES AND WARRANTIES OF ALL EQUIPMENT. AR INLETS AND OJ7LE75 FURNISH AND INSTALL AIR INLETS AND OUTLETS AS SCHEDULED ON THE PLANS. OUTLETS SHALL HAVE A WHITE BAKED ENAMEL FINISH TO MATCH CEILING OR WALL. FURNISH AND INSTALL CENTRIFUGAL EXHAUST FANS AS SCHEDULED ON THE PLANS. ACCEPTABLE MANUFACTURERS ARE ACME, CAPTIVEAIR, CARNES, COCK, PENN. FURNISH AND INSTALL UNITS COMPLETE WITH ALL OPERATIONAL AND SAFETY CONTROL NECESSARY FOR PROPER OPERATIgN. PACKAGE GASTLECTRC SINGLE ZONE ROOFTOP UNITS FURK15H AND INSTALL PACKAGE GAB/ELECTRID SINGLE ZONE ROOFTOP UNITS AS SCHEDULED ON THE PLANE. ACCEPTABLE MANUFACTURERS ARE TRANS, CARRIER, LRNNOE OR YORK. FURNISH AND INSTALL UNIT COMPLETE WITH ALL OPERATIONAL AND SAFETY CONTROLS FOR SATISFACTORY OPERATION. FURNISH AND INSTALL FACTORY FURNISHED PROGRAMMABLE THERMOSTAT. MOUNT AT +46 -INCHES AFF, FURNACES AND SPLIT SYSTEM DX COOLING UNITS FURNISH AND INSTALL NATURAL GAS FURNACE UNITS AS SCLEDULED ON THE PLANS. ACCEPTABLE MANUFACTURERS ARE TRADE, CARRIER, LENNOX OR YORK, FURNISH AND INSTALL ELECTRIC DIRECT EXPANSION CONDENSING UNITS AND MATCHING INDOOR EVAPORATOR COILS OF THE SAME MANUFACTURER 45 THE MATCHING FURNACE UNIT. PROVIDE REFRIGERANT LINE SETS 512ED PER MANUFACTURER'S RECOMMENDATIONS. FURK15H AND INSTALL UNIT COMPLETE WITH ALL OPERATIONAL AND SAFETY CONTROLS FOR SATISFACTORY OPERATION. FURNI5H AND INSTALL FACTORY FURNISHED PROGRAMMABLE THERMOSTAT. MOUNT AT +45 -INCHES AFF. INSPECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ATTEMPTING TO SET UNITS, PROVIDE 4-ING4 THICK CONCRETE PAD FOR CONDENSING UNIT, PROVIDE SECONDARY MAN PAN FOR HORIZONTAL MOUNTED FURNACEIGOOLING COIL UNIT. TERMINATE DRAIN TO NEAREST APPROVED RECEPTOR. FURNISH AND INSTALL A COMPLETE SYSTEM OF ELELTRIWELELTRONIC CONTROL FOR THE SYSTEMS INSTALLED TO PROVIDE THE FOLLOWING SEQUENCES OF OPERATION, SYSTEMS SHALL BE INDEPENDENT AND STAND ALONE IN OPERATION AND SEQUENCE. SINGLE ZONE ROOFTOP UNITS UNIT WALL BE STARTED AND STOPPED FROM AN INDEPENDENT PROGRAMMABLE THERMOSTAT. ALL OPERATIONAL AND SAFETY INTERLOCKS SHALL BE WIRED INCLUDING UNIT SHUT DOWN FROM DUCT SMOKE DETECTORS FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR IN ACCORDANCE WITH LP:AL LODE JURISDICTIONS, UNITS SHALL MAINTAIN LOCAL SPACE TEMPERATURE BY THE USE OF ELECTRIC REFRIGERATION, ECONOMIZER OPERATION AND NATURAL GAS HEATING SECTIONS. UNITS SHALL MAINTAIN MINIMAL OUTDOOR. AIR SETTINGS WHENEVER THEY ARE OPERATIONAL. PROVIDE NIGHT SET BACK OPERATION TO MAINTAIN A REDUCED NIGHT OPERATION CONDITION UTILIZING THE SPACE SENSOR WHENEVER THE SYSTEM IS IN AN UNOCCUPIED PROGRAM. FURNACE AND CONDENSING UNITS UNIT SHALL BE STARTED AND STOPPED FROM AN INDEPENDENT PROGRAMMABLE THERMOSTAT. ALL OPERATIONAL AND SAFETY INTERLOCKS WALL BE WIRED INCLUDING UNIT SHUT DOWN FROM DUCT SMOKE DETECTORS FURK15HED BY THE ELECTRICAL CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR IN ACCORDANCE WITH LOCAL CODE JURISDICTIONS. UNITS SHALL MAINTAIN LOCAL SPACE TEMPERATURE BY THE USE OF ELECTRIC REFRIGERATION AND NATURAL GAS HEATING SECTIONS. EXHAUST FANS TOILET AND JANITOR ROOM EXHAUST FANS 54ALL BE INTERLOCKED WITH LIGHT 51. COMPLETION: CLEAN INSULATION COVERING, DUCTS, PIPES, SWIPMSM AND ACCESSORIES TO RECEIVE PRIME COAT OF PAINT. CLEAN EQUIPMENT RECEIVED WITH PRIME COAT TO RECEIVE FINAL COAT. REPLACE AIR FILTERS IF UNITS WERE OPERATED DURING CONSTRUCTION. CLEAN DUCTS, BLOWERS, AND COILS IF UNITS WERE OPERATED WITHOUT FILTERS DURING CONSTRUCTION. INSTRUCT OWNER IN OPERATION AND MAINTENANCE OF MECHANICAL SYSTEMS. MINIMUM PARTICIPANTS 5HALL INCLUDE MECHANICAL CONTRACTOR AND CONTROLS CONTRACTOR REPRESENTATIVES. AFTER TESTS AND ADJUSTMENTS HAVE BEEN MADE AND SYSTEMS PRONOUNCED SATISFACTORY FOR PERMANENT OPERATION, REFINISH DAMAGED FINISH AND LEAVE EVERYTHING IN PROPER WORKING ORDER AND APPEARANCE. ON COMPLETION OF WORK, REMOVE TOOLS, SCAFFOLDING, DEBRIS, ETC, FROM GROUNDS AND LEAVE PREMISES CLEAN. OPERATION AND MAINTENANCE MARINI PRIOR TO COMPLETION OF PROJECT, SUBMIT THREE (B) SETS OF MAINTENANCE MANUALS COVERING OPERATION AND MAINTENANCE OF MECHANICAL EQUIPMENT WITH MOVING OR MOVABLE PARTS, INCLUDING PLUMBING SYSTEMS. INSTRUCTIONS SHALL BE IN PAMPHLET OR TYPEWRITTEN FORM IN THREE RING BINDERS. INSTRUCTIONS FOR EACH UNIT SHALL BE INDICATED BY SEPARATE YEAR INCLUDE TEST AND BALANCE REPORT, INCLUDE STARTING, STOPPING, LUBRICATION, PREVENTATIVE MAINTENANCE SCHEDULE, AND ADJUSTMENT INFORMATION FOR EACH PIECE OF EQUIPMENT. 670 ESTES STREET LAKEWOOD, CO 80215 301 0 O OW WE 2INNEE z N W Z ❑ AW FEE. 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HE IN DO RD G DUTY Y J FIXTURE BY OWNER, O O W W U 2zINNEE N Z ❑ AW 5� I� N > Q N > V W Z Z nJ li 18BIIE8/REV1810N8 MTE CONBT?EflMIT ].YB.15 PROJECT%:0015 f0Yl0151T0 PLUMBING SSCHEDULES OfUKH BY: PM mSBUR ca comas. xcr CHECI�D BV: PM MCDONALD CONSULTING t DESIGN, INC. 26 ""HIG°` P001 EQUIPMENT OTY INPUT EACH (STILL) INPUT TOTAL (STILL) REMARKS RI I 150,000 150,000 XXX RTU-2 I 150,000 150,000 HXX R7U-3 I 200,QW 200,000 XXX FURN-I I 001000 00,000 XXX FURN-2 I 110,000 110,000 HXX GWH-I I 150,000 150,000 XXX TOTAL CONNECTED LOAD = 840,000 HXX NOTES: INSTALLATION OF GAS METER AND SERVICE PIPING TO BE PERFORMED BY %CEL ENERGY COMPANY GAS DISTRIBUTION PRESSURE SHALL BE ]" W.L. GAS DISTRIBUTION SYSTEM PIPE SIZING BASED ON TOTAL DEVELOPED LENGTH OF 200 FT. REMARKS: XXX 2 XXX KEY DESCRIPTION BASIS OF DESIGN KEY DESCRIPTION BASIS OF DESIGN CONNECTIONS JAY R. SMITH FIG 4]10-U, S E. SHALLOW COVER W/ VANDAL PROOF MBH INLET JAY R. SMITH FIG 2010 -A -U -PB, DULO G.I BODY AND FLASHING WCO-I WALL CLEANOUT CENTER SCREW. FD -I FLOOR DRAIN COLLAR W/ POLISHED BRONZE, ROUND STRAINER AND VANDAL PROOF MANUF MODEL WATER REMARKS KEY SCREWS. REMARKS MANUF JAY R SMITH FIG 4023 -U -PB, pULA C L W/ ROUND ADJ. 5GORIATED GAL JAY R. SMRH FIG 3140 -L -15-U, G.I. FLANGED RECEPTOR, 12 I/2" EO FCO -I FLOOR CLEANOUT GPN F5 -I FLOOR SINK TOP, b" PEEP W/ FLASHING CLAMP, DOME BOTTOM STRAINER, NICKEL BRADFORD F-IOOT-155E-3N pNDAL PROOF, POLISHED BRONZE TOP AND TAPER THREAD BRONZE PLUG. 1500 40.0 BRONZE RIM AND ALUMINUM RECESSED GRATE SECURED W/ V.P. SCREWS. 150.0 120V-10 FEBCO MODEL 025YD INLET AND OUTLET A5 NOTED ON PLANS, COMPLETE W V CW H/TW REDUCED PRESSURE W/ RESILIENT WELHiE OS6Y GATE VALVES, BALL VALVE TEST COCKS W/ BI BACKFLOW PREVENTER CAPS, DUCTILE IRON BODY CONSTRUCTION, W/ BRONZE 6 STAINLESS IMB-I ICE MAKER BO% GUY GRAY MODEL WP]00 EQUIPPED W/ I/4 TURN VALVE H/TW Z. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GAS, 6" STEEL TRIM AND AGD-L AIR GAP DRAIN. EXTEND DRAIN TO FLOOR DRAIN. HI -LO E WATER COOLER HAWS HWUACPBL55 GUY CRAY MODEL #WB -200 EQUIPPED W/ WATTS %2i "DUO-LLOL" BALL 3. HXX WOODFORD MODEL B65 SERIES CLOSE COUPLED BOX TYPE Al INTEGRAL LWB-I CLOTHES WASHER BOX ��� 670 ESTES STREET LINEMEN CO 80215 303.548.8]53 O LNOT MEN ED I OR 00 OLD NMET IN . HE IN DO RD G DUTY Y J FIXTURE BY OWNER, O O W W U 2zINNEE N Z ❑ AW 5� I� N > Q N > V W Z Z nJ li 18BIIE8/REV1810N8 MTE CONBT?EflMIT ].YB.15 PROJECT%:0015 f0Yl0151T0 PLUMBING SSCHEDULES OfUKH BY: PM mSBUR ca comas. xcr CHECI�D BV: PM MCDONALD CONSULTING t DESIGN, INC. 26 ""HIG°` P001 EQUIPMENT OTY INPUT EACH (STILL) INPUT TOTAL (STILL) REMARKS RI I 150,000 150,000 XXX RTU-2 I 150,000 150,000 HXX R7U-3 I 200,QW 200,000 XXX FURN-I I 001000 00,000 XXX FURN-2 I 110,000 110,000 HXX GWH-I I 150,000 150,000 XXX TOTAL CONNECTED LOAD = 840,000 HXX NOTES: INSTALLATION OF GAS METER AND SERVICE PIPING TO BE PERFORMED BY %CEL ENERGY COMPANY GAS DISTRIBUTION PRESSURE SHALL BE ]" W.L. GAS DISTRIBUTION SYSTEM PIPE SIZING BASED ON TOTAL DEVELOPED LENGTH OF 200 FT. REMARKS: XXX 2 XXX KEY DESCRIPTION BASIS OF DESIGN KEY DESCRIPTION BASIS OF DESIGN CONNECTIONS JAY R. SMITH FIG 4]10-U, S E. SHALLOW COVER W/ VANDAL PROOF MBH INLET JAY R. SMITH FIG 2010 -A -U -PB, DULO G.I BODY AND FLASHING WCO-I WALL CLEANOUT CENTER SCREW. FD -I FLOOR DRAIN COLLAR W/ POLISHED BRONZE, ROUND STRAINER AND VANDAL PROOF MANUF MODEL WATER REMARKS KEY SCREWS. REMARKS MANUF JAY R SMITH FIG 4023 -U -PB, pULA C L W/ ROUND ADJ. 5GORIATED GAL JAY R. SMRH FIG 3140 -L -15-U, G.I. FLANGED RECEPTOR, 12 I/2" EO FCO -I FLOOR CLEANOUT GPN F5 -I FLOOR SINK TOP, b" PEEP W/ FLASHING CLAMP, DOME BOTTOM STRAINER, NICKEL BRADFORD F-IOOT-155E-3N pNDAL PROOF, POLISHED BRONZE TOP AND TAPER THREAD BRONZE PLUG. 1500 40.0 BRONZE RIM AND ALUMINUM RECESSED GRATE SECURED W/ V.P. SCREWS. 150.0 120V-10 FEBCO MODEL 025YD INLET AND OUTLET A5 NOTED ON PLANS, COMPLETE W V CW H/TW REDUCED PRESSURE W/ RESILIENT WELHiE OS6Y GATE VALVES, BALL VALVE TEST COCKS W/ BI BACKFLOW PREVENTER CAPS, DUCTILE IRON BODY CONSTRUCTION, W/ BRONZE 6 STAINLESS IMB-I ICE MAKER BO% GUY GRAY MODEL WP]00 EQUIPPED W/ I/4 TURN VALVE H/TW Z. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GAS, 6" STEEL TRIM AND AGD-L AIR GAP DRAIN. EXTEND DRAIN TO FLOOR DRAIN. HI -LO E WATER COOLER HAWS HWUACPBL55 GUY CRAY MODEL #WB -200 EQUIPPED W/ WATTS %2i "DUO-LLOL" BALL WOODFORD MODEL B65 SERIES CLOSE COUPLED BOX TYPE Al INTEGRAL LWB-I CLOTHES WASHER BOX TYPE VALVE, 2" DRAIN PIPE, RECESSED IN WALL BOX. WH -I WALL HYDRANT VACUUM BREAKER POLISHED BRASS FINISH, 3/4" ROTATABLE FPT INLET, 3/4" HOSE THREAD OUTLET, LOOSE TEE KEY. OLP-I DOMESTIC CIRC. PUMP TATA SERIES 003 -IFC IN-LINE CIRCULATING PUMP, 20 GPM ®40 FT. I I/4" 2" 2" I/2" -- HEAD, @OV -19, 1/20 HP, INTEGRAL FLOW CHECK VALVE, AQUA5TAT 5-I WORKROOM SINK ��� 670 ESTES STREET LINEMEN CO 80215 303.548.8]53 O LNOT MEN ED I OR 00 OLD NMET IN . HE IN DO RD G DUTY Y J FIXTURE BY OWNER, O O W W U 2zINNEE N Z ❑ AW 5� I� N > Q N > V W Z Z nJ li 18BIIE8/REV1810N8 MTE CONBT?EflMIT ].YB.15 PROJECT%:0015 f0Yl0151T0 PLUMBING SSCHEDULES OfUKH BY: PM mSBUR ca comas. xcr CHECI�D BV: PM MCDONALD CONSULTING t DESIGN, INC. 26 ""HIG°` P001 EQUIPMENT OTY INPUT EACH (STILL) INPUT TOTAL (STILL) REMARKS RI I 150,000 150,000 XXX RTU-2 I 150,000 150,000 HXX R7U-3 I 200,QW 200,000 XXX FURN-I I 001000 00,000 XXX FURN-2 I 110,000 110,000 HXX GWH-I I 150,000 150,000 XXX TOTAL CONNECTED LOAD = 840,000 HXX NOTES: INSTALLATION OF GAS METER AND SERVICE PIPING TO BE PERFORMED BY %CEL ENERGY COMPANY GAS DISTRIBUTION PRESSURE SHALL BE ]" W.L. GAS DISTRIBUTION SYSTEM PIPE SIZING BASED ON TOTAL DEVELOPED LENGTH OF 200 FT. REMARKS: XXX 2 XXX CONNECTIONS STORAGE MBH INLET OUTLET RECOVERY CONNECTIONS SYMBOL KEY DESCRIPTION MANUF MODEL WATER REMARKS KEY DESCRIPTION REMARKS MANUF MODEL GAL REMARKS TEMP F TEMP F GPN GWH-I BRADFORD F-IOOT-155E-3N 100 1500 40.0 120.0 150.0 120V-10 TRAP W V CW H/TW I. HEATER SHALL BE PROVIDED WITH INTERGRAL HEAT TRAPS TRAP W V CW H/TW Z. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GAS, 6" W.L., 030 BTU/GF HI -LO E WATER COOLER HAWS HWUACPBL55 FIXTURE BY OWNER, VERIFY EWC-I -EC I I/4" 2" 2" I/2" -- 1,2 5-I WORKROOM SINK CONNECTION REQUIREMENTS I I/2" 2" 2" I/Z" I/2" --- SUPPORT CARRIER J.R. SMITH 030 PRIOR TO ROUGH -IN WALL HUNG LAVATORY KONLER K400] FIXTURE BY OWNER, VERIFY L -I FAUCET KOHLER K-10950-4 I I/4° 2" 2" I/2" I/2" I,IA 56-I SERVILE SINK CONNECTION REQUIREMENTS I I/2" 2" 2" I/2" I/2" STRAINER/OFFSET TAILPIECE KOHLER K-13085 PRIM to ROUGH -IN SUPPORT CARRIER J.R. SMITH 700 CIXJNTERTOP LAVATORY KOHLER K-2196 FIXTURE BY OWNER, VERIFY L -I FAUCET KOHLER K-10950-4 I I/4" 2° 2° -- I/2° 1,14 HS -1 HAND SINK CONNECTION REQUIREMENTS I I/2° 2° 2° I/2° I/2° --- STRAINER/OFFSET TAILPIECE KOHLER K-13895 PRIOR t0 ROUGH -IN MOP BASIN FIAT M584424 FIXTURE BY OWNER, VERIFY MSB -I FAUCET FIAT 830 -AA 3" 3" 2" I/2" I/2" 5 TS -1 3 -COMP SINK CONNECTION REQUIREMENTS I I/2" 2" 2" I/2" I/2" --- HOSE 6 HOSE BRACKET FIAT 032-0.4 PRIOR TO ROUGH -IN FCR, MTD. WATER CLOSET KOHLER K-9519 WC -I FLUSH TANK SYSTEM SLOAN FLU5HMATE INT. 4" 2" I/2" I,II pW-I DOG WRNS CONNECTION REQUIREMENTS I I/2" 2" 2" I/2" I/2" -- SEAT KOHLER K-4666 PRIOR TO ROUGH -IN FCR. MTD. WATER CLOSET KOHLER K-3531 WL -2 FLUSH TANK SYSTEM SUSAN FLU5HMATE INT. 4" 2" I/2" SEAT KOHLER K-4666 FIXTURE BY OWNER, VERIFY SH -1 SHWJER LgJNELTION REQUIREMENTS 2" 2" 2" I/2" I/2" 10 FRIOR TO ROUGH -IN FIXTURE BY OWNER, VERIFY ST -I BATHTUB CgJNECTION REQUIREMENTS 2° 20 2" 10 PRIOR TO ROUGH -IN GENERAL SCHEDULE NOTES: A. REFER TO ARCHITECTURAL DRAWINGS AND ELEVATIONS FOR EXALT LOCATION AND MOUNTING HEIGHT ELEVATIONS OF ALL PLUMBING FIXTURES PRIOR TO INSTALLATION B. PROVIDE ALL FIXTURES WITH CHROME PLATED CAST BRASS, ADJUSTABLE 'P' TRAPS WITH CLEANOUT PLUGS, TUBING OUTLETS AND WALL FLANGES UNLESS FIXTURE IS FURNISHED WITH AN INTEGRAL TRAP OR IS PROVIDED ONE AS A STANDARD ACCESSORY C. PROVIDE ALL FIXTURES WITH CHROME PLATED SUPPLIES WITH ANGLE OR STRAIGHT PATTERN LOOSE KEY STOPS UNLESS FIXTURE 15 FURNISHED WITH INTEGRAL STOPS OR STOPS ARE PROVIDED AS STANDARD ACCESSORIES D. ALL FLUSH VALVES SHALL HAVE A.DA COMPLIANT HANDLES E. ALL EXPOSED PIPING SHALL BE POLISHED CHROME F. COORDINATE ALL CASEWORK MOUNTED FIXTURES WITH BASE CABINET DIMENSIONS PRIOR TO ORDERING FIXTURES, NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF A CONFLICT EXISTS G. ACCESSIBLE WATER CLOSETS SHALL BE OPERABLE FROM THE WIDE SIDE OF THE STALL SCHEDULE REMARKS. (NOT ALL REMARKS MAY BE APPLICABLE TO THIS PROJECT) I. FIXTURE DESIGNATED TO BE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) 2. REFRIGERATION SYSTEM CHARGED WITH R -134A REFRIGERANT 3. FAUCET COMPLETE WITH RIGID GOOSENECK SPOUT, E3 -VP AERATOR AND 317 WRIST BLADE HANDLES. INSULATE TRAP AND WATER SUPPLIES 4, EXTEND CHROME PLATED TAILPIECE TO PLASTER TRAP E. FAUCET TO HAVE ROUGH CHROME FINISH AND SHALL BE MOUNTED 3'-6" A.F.F. PROVIDE MSG 2424 B.S. WALL GUARD AND VANDAL -PROOF DRAIN 6, FAUCET LEDGE SHALL BE PUNCHED FOR SINGLE HOLE FAUCET SPECIFIED ]. PROVIDE CHROME PLATED TAILPIECE EXTENSION AND TURN DOWN TO ALLOW FOR KNEE -SPACE CLEARANCE. 0. INSTALL DISPOSER IN RIGHT-HAND COMPARTMENT AND DRAIN STRAINER IN LEFT-HAND COMPARTMENT 9. ROUGH -IN AND CONNECT TO SINK BASIN FURNISHED AND INSTALLED BY CASEWORK SUPPLIER 10, MOUNT SHOWER HEAD AT 6'-0" A.F.F. II, LI GALLONS PER FLUSH 12. 0.5 GALLONS PER FLUSH 13, COORDINATE FLUSH VALVE ROUGH -IN ELEVATION WITH GRAB BAR MOUNTING HEIGHT PRIOR TO INSTALLATION 14. PROVIDE KOHLER K-13601 THERMOSTATIC MIXING VALVE SET AT 105°F STORAGE MBH INLET OUTLET RECOVERY SYMBOL MFR MODEL TANK INPUT WATER WATER RATE E -EL REMARKS GAL ®SL TEMP F TEMP F GPN GWH-I BRADFORD F-IOOT-155E-3N 100 1500 40.0 120.0 150.0 120V-10 I WHITE I. HEATER SHALL BE PROVIDED WITH INTERGRAL HEAT TRAPS Z. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GAS, 6" W.L., 030 BTU/GF FLASING I2" MINIMUM ABOVE AVERAGE SNOW ACCUMLATION ROOF CLAMP VENT 670 ESTES STREET LAKEDI CO 80215 303.548.8753 FLUE EXHAUST PIPE III COMBUSTION AIR PIPE L, LT,- �/ II -I 3" WASTE C.®Nr.N7RIr. FLAT ROOF 7 RMINAI I®N IN57ALLA"I =)7AI- (TYPICAL FOR HIGH EFFICIENCY GAS FURNACES/WATER HEATERS) NOT TO SCALE ROOFTOP ) FOR CONTINUATION TRAP COIL CONDENSATE UNIT I,G ( RE PLBG. PIPING AT UNIT 6 RUN S G FULL SIZE TO SPL45H 6" DIRT LEG BESS NESPR NEOPRENE GASKET BY EQUIP, MANUFACTURER ROOF CURB CANT STRIPE 51 BLOCK LASHING 2" THICK BE DENSITY FLEXIBLE RE: ARCH. ROOF RIGID FIBERGLASS TL CONNECTION ACOUSTICAL INSULATION METAL DECK LOW DUROMETER RESPIRE DECK SUPPORT RE: STRUCT' WAFFLE ISOLATION PAD DUCTWORK PER PLANS. FULL WIDTH OF CURB AVOID CONTACT W/ LEVEL CURB SUPPORT BUILDING STRUCTURE RE'. SERUQ. R00f=70F CURS IN57AL All 1�)`I NOT TO SCALE GAS FIRED APPLIANCE FULL SIZE UNION CONNECTION FULL SIZES SUPI LINE GAS SHUT-OFF AT GAS NIPPLE GAS SUPPLY SIZE PER PLAN VIEW 6" DIRT LEG U SAME DIAMETER PIPING AS UNIT CONNECTION SIZE SAA AFFLL ANNE NOT TO SCALE q�G PLANE jORTFha 'asp aee`'j ------------ - Fs�'RFRr"R�rFR 4. ��� yJ J�OFF - .� OVERHEAD OBSTRUCTION CEILING, ETC_ PL/F,c4�D rLFT J�,JE 36 MIN. IF INSTALLED 5'-0" OR A/PF y�Q �j 1 6" MORE ABOVE FINISH FLOOR, A PLATFORM 15 REQUIRED P�y7GP�' B.V. 1 RPBP ILII OR OBSTRUCTION, TYP. BOTH SIDES r 5��for IS' rf 11NER B�MIN. 1 FINISH FLOOR, PIPING PLATFORM, ETC. G �NCSY 45 G45 Rq ELEVATION INLET/OUTLET PIPING </NF SE, n4 acRry� ORiP � ePAP0 cs �PAO mm Cs( �wPy 2411c 3 VALIECING 11 3 REDUCED PRESSURE BACKFLOW ASSEMBLY SIDE VIEW R I�)UI PRE55URE SACKIFL®W PR V N"I CLEARANCE DE" Il= NOT TO SCALE Cp`�. VPy Er/c"' PQ �1 �0L P 2 Vol� i �yE ®® F� �Iqw�I HEA"®® IR`IiA5HNS YA(f. # NE 5®X � `["A I L NOT TO SCALE TAP OFF TOP OF LINE WHERE MULTIPLE DRAINS ARE PRIMED, PROVIDE DISTRIBUTION UNIT BY MFR.— FLOOR DRAIN OR FLOOR SINK — 12 RIC STAINLESS STEEL ACCESS DOOR 1/2" BALL VALVE TRAP PRIMER W/INTEGRE VACUUM BREAKER, INSTE PER MANUFACTURER'S IN57ALLA71ON IN57RUG71 FINISH FLOOR � LIE WHERE TUBING PENETRATES SLAB, INSULATE W/MINIMUM 3/S' THICK A INSULATION (OROR EQUAL) P -TRAP RJ I/P' TRAP 1/2" TYPE 'K' SOFT COPPER, PRIMER CONNECTIONNO JOINTS BELOW SLAB "I FRIY R 17)E=-7AIL VENT, AS SHOWN ON DRAWINGS SOLVENT WELDED FITTING, TYPICAL CLEANOUT PLUG WALL LINER CLEANOUT TEE WALL MASTE/SOIL PIPE 51ZE AS SHOWN ON DRAWINGS FINISH FLOOR Y J OINNEEN- LU 2 IL U U) N W Z ❑ AW 5HE. I� N > Q N > V Z Z J DETAILSI IXUKH 6Y: PM ViALL CLEAN0U7 :�)7A L CHECI�D BV: PM NOT TO SCALE MCDORI CONSULTING t DESIGN, INC. ""TIG °` P002 FIRST FLOOR PLAN FLU lE3 NG WASTE $ `F/ENT SCALE: 3/16" = 1'-0" SHEET NOTES o I. CONNECT NEW 4" SANITARY DRAIN LINE TO EXISTING BUILDING DRAIN LINE BELOW 5LA5, VERIFY EXACT LOCATION, SIZE, DEPTH AND FLOW DIRECTION IN FIELD PRIOR TO START OF WORK 2 2" VENT UP TO 3" VENT THROUGH ROOF 3. 3" VENT UP TO 3" VENT THROUGH ROOF rA buexww Awe�re 670 ESTES STREET LAKEI CO 80215 303.548.8753 ST FLOOR PLAN PLUMBING WASTE VENT IXUKH 6Y: PM e �3ms�'ise EESBUYWAYomus. xcr CHECI�D BV: PM MCDOI CONSULTING t DESIGN, INC. 26 ""TIG °` P101 SECOND FLOOR/ROOF F'L AN WAS"I $ VEN7 SCALE 3/16" 1 1'-0" SHEET NOTES o I. 2" VENT UP TO S" VENT THROUGH ROOF 670 ESTES STREET LAKEW00q CD 80215 303.548.8753 D FLOOR — PLUMBING & VENT IXUKH 6Y: PM e �3ms�'ise EESBUYWAYomus. xcr CHECI�D BV: PM MCDOI CONSULTING t DESIGN, INC. 26 "" °` P102 FIRS`7 FLOOR FLAN 6 FDLUME3 NG �IA"I � GAS SCALE 3/16" = 1'-0" SHEET NOTES o I. NEW GAS METER BY XCEL ENERGY, PROVIDE a" MANIFOLD AT METER WITH 2" GAS LINE THROUGH WALL AND UP IN WALL TO CEILING SPACE 2, 1" GAS UP THROUGH ROOF TO FURNACE ABOVE 3, N4" GAS UP THROUGH ROOF TO ROOFTOP HVAC UNIT 4, 0'4" GAS DOWN TO CONNECTION AT WATER HEATER, PROVIDE rA SHUT-OFF VALVE, UNION AND MINIMUM 6" DEEP DIRT LEG AT buexww Aecnn CONNECTION 870 ESTES STREET LAKEI CO 80215 5, N4" GAS CONNECTION TO GROUND MOUNTED ROOFTOP UNIT, 303548.8753 PROVIDE SHUT-OFF VALVE, UNION AND MINIMUM 6" DEEP DIRT LEG AT CONNECTION 6, CONNECT NEW I" GW TO EXISTING I" CW BELOW SLAB, ROUTE LI NEW LINE BELOW SLAB TO JANITOR CLOSET AND UP TO NEW %11 BACKFLOW PREVENTER $� 7. PROVIDE 31'0 PVC/CPVC COMBUSTION AIR AND VENT PIPING L FROM WATER HEATER UP TO CONCENTRIC THROUGH ROOF ED DTD I ED.TDE TERMINATION PER MANUFACTURE RECOMMENDATIONS MHE IN N RD G DULY E TERMINATION r HER r mno NAL. re S. EXISTING FIRE SPRINKLER RISER AND FDC TO REMAIN 0 0 OW IL U 2z N 0 Z ❑ W^ Q�Q N > Q N > V W Z Z J ST FLOOR PLAN PLUMBING WATER GAS IXUKH 6Y: PM e �3ms�'ise EESBUYWAYomus. xcr CHECI�D BV: PM MCDONALD CONSULTING t DESIGN, INC. 26 ""TIG °` P103 SECOND FLOOR/ROOF FLAN �IA"I � GAS SCALE: 3/16" = 1'-0" SHEET NOTES o I. I" GAS UP FROM BELOW TO CONNECTION AT FURNACE, PROVIDE SHUT-OFF VALVE, UNION AND MINIMUM 6" DEEP DIRT LEG AT CONNECTION 2, U'd' GAS UP FROM BELOW TO CONNECTION AT ROOFTOP UNIT, PROVIDE SHUT-OFF VALVE, UNION AND MINIMUM 6" DEEP DIRT LEG AT CONNECTION rA buexww Aeee�re 670 ESTES STREET LAKEW00q CD 80215 303.548.8753 D FLOOR — PLUMBING & GAS IXUKH 6Y: PM F �3ms�'iDN EESBUYWAYomus. xcr CHECI�D BV: PM MCDONALD CONSULTING t DESIGN, INC. "" P 104 �rA 670 ESTES STREET LAKEW00q CO 80215 303.548.8]53 Xv LISO N ON, 310 LSEALIN BLUE NN DBOBTRULL Y J O INNEE pW W U INENE 2z N 0 �BNNNNNNNNNNNIZ ❑ AW 5� I� N > Q N > V W Z Z nJ li 18BIIE8/REV1810N8 MTE CON9T?ERMIT ].YB.15 PROJECT %: R015 f0Yl0151]0 HVAC SCHEDULES OfUKH 6Y: PM mSBUR ca comas. xcr CHECNEO BV: PM MCDONALD CONSULTING t DESIGN, INC. ""HIG°` M001 SYMBOL TYPE MFR MODEL FRAME MATERIAL FINISH DAMPER ACCESSORIES REMARKS TYPE CD -1 CEILING TITUS TDC LAY -IN STEEL OFF-WHITE OPPOSED SQUARE TO ___ DIFFUSER ENAMEL BLADE ROUND ADAPTER CD -2 CEILING TINS TDC FLANGE STEEL OFF-WHITE OPPOSED ___ DIFFUSER ENAMEL BLADE SIDEWALL OFF-WHITE OPPOSED ___ SR -I REGISTER TITUS 2T1RL FLANGE STEEL ENAMEL BLADE CR -1 CEILING TITUS 50F FLANGE ALUMINUM OFF-WHITE OPPOSED ___ --- REGISTER UIV� ��ii��U� SUPPLY FAN DATA RETURN/EXHAUST FAN DATA COIL DATA APPROX TIP MATCHED MFR FILTER DATA DRIVE gpPROX APPROX LFM CFM ESP ELEL MIN APPROX ESP ESP IN WL ® 5L MIN SYSTEM FACE MBH MEN MBH FURN-I MBH TEMP MLGP SLED NO CAPACITY OPER NO REMARKS MLA/ COMPONENT ROOF OPER 120V-10 SYMBOL MFR MODEL F AMP --- APPROX CONTROL CFM F APPROX 03.6 COIL X 60.0 120V-19 1,2 I. COOLING COIL CAPACITY BASED ON ARI STANDARD CONDITIONS: BO FDB/67 FWB EAT, 2. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GASB 6" WL, 570 BN/LF. NO COMPR ELEL MCLP EER CABINET QUANT/ EFF CURB WT REMARKS TRANS 4TT84036E1 R-410 TOTAL Oq IN WL RPM FAN ® ISM, IN WC RPM FAN SERVICE AREA INPUT OUTPUT COOL TOTAL KW STEPS 3.2 AMP BLADE TYPE SIZE % CEILING TINS 50F LAY -IN ALUMINUM OFF-WHITE ® 53 W' ® 5300' ® 5L HP ® SL HER ENAMEL 50 FT ® SL ® 5300' ® SL CEILING TINS 50F FLANGE ALUMINUM OFF-WHITE NONE --- --- DIM LB DIRECT BACKDRAFT ]°6 2 ENAMEL CABINET HEATING -- 150.0 96.0 --- --- $ EF -4 CEILING EXAM ACME V0156 --- 100 05 710 RTU -I TRANS Y5C0]2E9 2,400 "150 10 906 L0 --- --- --- --- I 208V-90 96.5/50,0 II] PLEATED 16"x16"x2u MERV 13 &I"x46" 950 1�2�3,4,6�] V0I50 --- 100 05 ]IO --- 3.2 100 WATTS 120V-16 DIRECT BACKDRAFT ]"6 2 CABINET COOLING 0.89 --- --- ]5.0 --- I EF -6 CEILING EXAM ACME V0150 --- 100 05 710 --- 3.2 100 WATT5 120V-16 DIRECT BACKDRAFT ]°P 2 HEATING --- 15D0 96 0 --- --- 2 EF-] RTU -2 TRANS YSC092E9 2,400 ]60 10 qBb L0 --- --- --- - DIRECT BACKDRAFT T'd 2 CABINET I 20BV-30 06.5/50,0 IIS PLEATED 16u�bux2u MERV 13 04"x46" 950 1�2�3,4,5�] EF -B CEILING EXAM ACME V0150 --- 100 05 710 --- 33 100 WATTS 120V -I0 DIRECT BACKDRAFT COOLING 9B9 --- --- ]50 --- I EF -9 CEILING EXAM ACME VGISO --- 100 0.5 710 --- HEATING --- 200,0 25'o --- --- 2 CABINET RTU -3 TRANS YEC490E3 9,000 1,000 L0 066 2,0 --- --- --- --- --- 100 0.5 710 --- 3.2 100 WATTS I 20BV-3B 08.2/60.0 ICI PLEATED MERV 13 04°x46" I�000 I�Q 3,4,5�p EF -II CEILING EXAM ACME V0I50 --- 100 05 710 --- 3.2 100 WA1T5 Ib"x29"x2,. DIRECT BACKDRAFT ]°6 2 CABINET COOLING 89.0 --- --- B90 --- I TOILET ALMS VGISO --- 100 05 710 --- 3.2 100 WATTS 120V-16 DIRECT BACKDRAFT 7°9 I CABINET EF -13 CEILING BREAK ACME V0150 --- 100 I COOLING COIL CAPACITY BASED ON ARI STANDARD CONDITIONS: 80 FDB/b] BOB, 95 F AMBIENT AT CONDENSER. 3.BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GAS, 6" HE. 030 BTU/LF. 5. PROVIDE RETURN AIR DUCT SMOKE DETECTOR ].PROVIDE CONDENSER ClJIL HAIL GUARDS 2. EXTERNAL STATIC PRESSURE DOES NOT INCLUDE LOSSES FOR UNIT USING FILTERS, OR COILS. 4.PROVIDE 100% OUTDOOR AIR ECONOMIZER 6. PROVIDE RETURN AIR AND OUTDOOR AIR UJ2 DETECTORS AND CONTROL FOR OUTSIDE AIR �rA 670 ESTES STREET LAKEW00q CO 80215 303.548.8]53 Xv LISO N ON, 310 LSEALIN BLUE NN DBOBTRULL Y J O INNEE pW W U INENE 2z N 0 �BNNNNNNNNNNNIZ ❑ AW 5� I� N > Q N > V W Z Z nJ li 18BIIE8/REV1810N8 MTE CON9T?ERMIT ].YB.15 PROJECT %: R015 f0Yl0151]0 HVAC SCHEDULES OfUKH 6Y: PM mSBUR ca comas. xcr CHECNEO BV: PM MCDONALD CONSULTING t DESIGN, INC. ""HIG°` M001 SYMBOL TYPE MFR MODEL FRAME MATERIAL FINISH DAMPER ACCESSORIES REMARKS TYPE CD -1 CEILING TITUS TDC LAY -IN STEEL OFF-WHITE OPPOSED SQUARE TO ___ DIFFUSER ENAMEL BLADE ROUND ADAPTER CD -2 CEILING TINS TDC FLANGE STEEL OFF-WHITE OPPOSED ___ DIFFUSER ENAMEL BLADE SIDEWALL OFF-WHITE OPPOSED ___ SR -I REGISTER TITUS 2T1RL FLANGE STEEL ENAMEL BLADE CR -1 CEILING TITUS 50F FLANGE ALUMINUM OFF-WHITE OPPOSED ___ --- REGISTER ®®�� �®IV�IV�IV� UIV� ��ii��U� WHEEL CFM SP APPROX TIP MATCHED MFR MODEL DRIVE SUPPLY FAN DATA AMB MLA/ COOLING COIL DATA ELEL STEPS APPROX MIN AMB ESP IN WL ® 5L SYMBOL SYSTEM HER MODEL REFRIGERANT EER FURN-I MBH TEMP MLGP SLED NO CAPACITY OPER OPERATION REMARKS 60B COMPONENT X 36.0 120V-10 1,2 FURN-2 ® SL F AMP --- COMER CONTROL WELBHi F --- 03.6 4TXC060 X 60.0 120V-19 1,2 I. COOLING COIL CAPACITY BASED ON ARI STANDARD CONDITIONS: BO FDB/67 FWB EAT, 2. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GASB 6" WL, 570 BN/LF. 95 F AMBIENT AT CONDENSER. ]°P I CABINET CU -I FURN-I TRANS 4TT84036E1 R-410 14 36.0 95 19.0/30.0 20BV-10 I I 200 40 X CU -2 FURN4 TRANS 4TT84060E1 R-410 3.2 ENAMEL BLADE 34.0/60 0 20BV-10 CG -I CEILING TINS 50F LAY -IN ALUMINUM OFF-WHITE NONE --- --- GRILLE ENAMEL EF -3 LG -2 CEILING TINS 50F FLANGE ALUMINUM OFF-WHITE NONE --- --- 100 WATT5 GRILLE DIRECT BACKDRAFT ]°6 2 ENAMEL CABINET ®®�� �®IV�IV�IV� UIV� ��ii��U� WHEEL CFM SP APPROX TIP MATCHED MFR MODEL DRIVE SUPPLY FAN DATA AMB MLA/ COOLING COIL DATA ELEL STEPS APPROX MIN AMB ESP IN WL ® 5L SYMBOL SYSTEM HER MODEL REFRIGERANT EER FURN-I MBH TEMP MLGP SLED NO CAPACITY OPER OPERATION REMARKS 60B COMPONENT X 36.0 120V-10 1,2 FURN-2 ® SL F AMP --- COMER CONTROL WELBHi F --- 03.6 4TXC060 X 60.0 120V-19 1,2 I. COOLING COIL CAPACITY BASED ON ARI STANDARD CONDITIONS: BO FDB/67 FWB EAT, 2. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GASB 6" WL, 570 BN/LF. 95 F AMBIENT AT CONDENSER. ]°P I CABINET CU -I FURN-I TRANS 4TT84036E1 R-410 14 36.0 95 19.0/30.0 20BV-10 I I 200 40 X CU -2 FURN4 TRANS 4TT84060E1 R-410 14 3.2 60,0 95 34.0/60 0 20BV-10 I I 250 40 X XXX FAN WHEEL CFM SP APPROX TIP SYMBOL MFR MODEL DRIVE SUPPLY FAN DATA HEAT EXCHANGER DATA COOLING COIL DATA ELEL REMARKS LFM TOTAL ® 5300' CFM OA ® 5300' ESP IN WL ® 5L HP MBH INPUT • 5L MBH OUTPUT ® 5300' MODEL FACE AREA SQ FT MBH TOTAL ® 5L FURN-I TRANS NHICOBOA 1,200 --- O] 3/4 80.0 60B 4TXL030 X 36.0 120V-10 1,2 FURN-2 TRANS NHI p120A 2,000 --- CEILING 0] 3/4 110.0 --- 03.6 4TXC060 X 60.0 120V-19 1,2 I. COOLING COIL CAPACITY BASED ON ARI STANDARD CONDITIONS: BO FDB/67 FWB EAT, 2. BURNER SHALL BE DESIGNED TO FIRE ON NATURAL GASB 6" WL, 570 BN/LF. 95 F AMBIENT AT CONDENSER. ]°P I CABINET FAN WHEEL CFM SP APPROX TIP DRIVE DAMPER APPROX SYMBOL TYPE SERVICE MFR MODEL DIA ® 5300' IN WC RPM SPEED SONES MIN HP ELEL TYPE TYPE ROOF/WALL REMARKS N ® SL FPM OPENING EF -I CEILING JANITOR ACME VGISO --- 100 05 710 --- 3.2 100 WATTS 120V-16 DIRECT BACKDRAFT ]°P I CABINET EF -2 CEILING TOILET ACME V0150 --- 100 0.5 710 --- 3.2 100 WATTS 120V -I0 DIRECT BACKDRAFT ]°6 I CABINET EF -3 CEILING TOILET ACME V0150 --- 100 05 710 --- 3.2 100 WATT5 120V-16 DIRECT BACKDRAFT ]°6 2 CABINET EF -4 CEILING EXAM ACME V0156 --- 100 05 710 --- 33 100 WATTS 120V-16 DIRECT BACKDRAFT T°6 2 CABINET EF -5 CEILING EXAM ACME V0I50 --- 100 05 ]IO --- 3.2 100 WATTS 120V-16 DIRECT BACKDRAFT ]"6 2 CABINET EF -6 CEILING EXAM ACME V0150 --- 100 05 710 --- 3.2 100 WATT5 120V-16 DIRECT BACKDRAFT ]°P 2 CABINET EF-] CEILING EXAM ALMS V0150 --- 100 0.5 710 --- 3.2 ICO WATTB 120V-16 DIRECT BACKDRAFT T'd 2 CABINET EF -B CEILING EXAM ACME V0150 --- 100 05 710 --- 33 100 WATTS 120V -I0 DIRECT BACKDRAFT ]°0 2 CABINET EF -9 CEILING EXAM ACME VGISO --- 100 0.5 710 --- 33 100 WATTS 120V-16 DIRECT BACKDRAFT ]°6 2 CABINET EF -10 CEILING SHAM ACME V0150 --- 100 0.5 710 --- 3.2 100 WATTS 120V -I0 DIRECT BACKDRAFT ]°6 2 CABINET EF -II CEILING EXAM ACME V0I50 --- 100 05 710 --- 3.2 100 WA1T5 120V-16 DIRECT BACKDRAFT ]°6 2 CABINET EF -12 CEILING TOILET ALMS VGISO --- 100 05 710 --- 3.2 100 WATTS 120V-16 DIRECT BACKDRAFT 7°9 I CABINET EF -13 CEILING BREAK ACME V0150 --- 100 05 ]IO --- 3.2 100 WATTS 120V-16 DIRECT BACKDRAFT ]"6 2 CABINET EF -14 CEILING TOILET ACME VGISO --- 100 05 710 --- 3.2 100 WATTS 120V-16 DIRECT BACKDRAFT ]°P I CABINET EF -15 CEILING SHAM ACME V0150 --- 100 0.5 710 --- 3.2 100 WATTS 120V -I0 DIRECT BACKDRAFT ]°6 2 CABINET EF -I6 CEILING TOILET ACME V0150 --- 100 05 710 --- 3.2 100 WATT5 120V-16 DIRECT BACKDRAFT ]°6 2 CABINET EF -I] CEILING TOILET ACME V0156 --- 100 05 710 --- 33 100 WATTS 120V-16 DIRECT BACKDRAFT T°6 2 CABINET I. INTERLOCK FAN WITH ROOM LIGHT SWITCH 2. PROVIDE INDEPENDENT WALL SWITCH W/PILOF FOR FAN CONTROL ^'ll, "^" MESH SCREEN 2D SHALL BE 15 GAUGE GALV. WITH CAULKED JOINTS. COAT TCH, DIM. SHALL MATCH DUCT IDNN ON PLAN_ SEAM JUNTERFLASHING 4EETMBTAL SCREH (COAT WITH PITCH) 16 GAUGE CHANNEL 12" HIGH X 2" DEEP 2" RIGID INSULATION THRU BOLT WHASEERS ROOFING 3IIIAM rJ5 STRUCTURAL SUPPORTS - REFERENCE STRUCTURAL DRANINGS _._ST OR FRESH AIR DUCT N.T.S. FAN GUARD CONDENSER COIL TREATED TIMBERS SET IN �Y ALUMINUM PITCH PANS CONDUIT - POWER AND CONTROL CONDENSING UNIT REFRIG.GA. CONN, BIGHT GLASS HITH MOISTURE NI ICATOR =LTER-DRYER REFRIGERANT LIQUID LINE SUCTION LINE WITH INSULATION ROOF CAP AND CURB r.®NI�)N5 N& UNIT M®UN= ON L®W 5L®I E RCOF N.T.S. RETURN REGISTE R.A. DUCT ON BACK S10E OF HALL RA. DUQ IN HALL TIGHT TO ONE BIDE BETWEEN STUDS I G.H.B. STUD FINISH FLOOR SIDE VIEW SIDE VIEW FRONT VIEW (DUCT II OO�N,, BACK SIDE OF NAALL) I y� � q (DUCT IN HALL BETWEIENI STUD �S) I LL N.T.S. FLEX DUCT MAX. 5'-0" CEILING SUPPLY HAND DAMPER DRAW BAND WITH SILICONE SEALER T- CEILING DIFFUSER 7Yf=ICAL Z�)IFFU5 C®NN C" I®N (SIDE OF DUCT CONNECTION) NOT TO SCALE 1�)UI YCJN= 5JFFL'rE` EC;I15 I! Z�ENNN"AIL NOT TO SCALE LISTER 670 ESTES STREET UNEW00q CO 80215 303.548.8753 Y IXUKH 6Y: PM AJ I� CHECI�D BV: PM 0 O W W U z MCDC NALD CONSULTING HE DESIGN, INC. 2INNEE LI N Z ❑ FMM AW I� "" °` Q N > N > V W Z Z M002 J 26 VAC DETAILS IXUKH 6Y: PM CHECI�D BV: PM MCDC NALD CONSULTING HE DESIGN, INC. "" °` M002 26 mSBUR ca comas. xcr FIRS`7 FLOOR FLAN m HVAC SCALE. 5/16" 1 1'-0" DISCHARGE TYPICAL 5-EE7 NONI I. SUPPLY AND RETURN DUCTS FULL SIZE OF UNIT CONNECTION UP TO ROOFTOP UNIT ON ROOF 2, 6110 EXHAUST DUCT FROM EXHAUST FAN UP TO FLAT ROOF JACK MINIMUM 12" ABOVE ROOF DECK B. 4110 DRYER VENT FROM DRYER BOX UP IN WALL THROUGH ROOF TO FLAT ROOF JACK MINIMUM 12" A50VE ROOF DECK 4, SUPPLY AND RETURN DUCT UP EXTERIOR WALL TO CEILING buexww AecnnrA SPACE 670 ESTES STREET 5, 14"X3" TRANSFER RETURN DUCT IN WALL, INSTALL ONE LAKEDI CO 80215 303.548.8753 GRILLE AT B" ABOVE FLOOR WITH OPPOSITE GRILLE AT 6" BELOW CEILING - TYPICAL �.,6: LIG�� ..1..,°44 is L 0 0 OW IL U 2z N 0 Z ❑ W^ Q�Q N > Q N > V W Z Z J ST FLOOR PLAN HVAC IXUKH 6Y: PM e �3ms�'ise EESBUYWAYomus. xcr CHECI�D BV: PM MCDONALD CONSULTING t DESIGN, INC. 26 ""TIG °` M101 SECOND FLOOR/ROOF FLAN I�dVAC SCALE: 3/16" 1 I' -O" SI -BEET NONNI I. 610 EXHAUST DUCT FROM EXHAUST FAN UP THROUGH ROOF TO SLOPED ROOF DISCHARGE JACK 2. PROVIDE 3"0 PVC/CPVG COMBUSTION AIR AND VENT PIPE FROM FURNACE UP THROUGH ROOF TO MANUFACTURE APPROVED ROOF TERMINATION 3, PROVIDE MANUFACTURE SIZE REFRIGERANT LINE SET FROM CONDENSING UNIT TO COOLING COIL AT FURNACE, ROUTE Ieuexww AecnnrA LINE SET UP IN WALL THE THROUGH CEILING TO FURNACE 870 ESTES STREET LAKEDI CO 80215 CLOSET 303.548.8753 4 4110 DRYER VENT FROM DRYER SOX UP IN WALL THROUGH ROOF TO SLOPED ROOF TERMINATION �.,6: LIG�� ..1..,°44 is L 0 0 OW IL U 2z N 0 Z ❑ W^ Q�Q N > Q N > V W Z Z J D FLOOR — HVAC IXUKH 6Y: PM e �3ms�'iNN EESBUYWAYomus. xcr CHECI�D BV: PM MCDONALD CONSULTING t DESIGN, INC. 26 "" °` M 102 RIDGE Building Inspection Division i3) 234-5933 Inspection (303) 235-2855 Office - (303) 237-8929 Fax Inspection Type: • • • ;►OL Permit 0 No one available to In pectiow " lme , 3 AM/ g•. Re -inspection required 'des lac * When corrections have been made, oald for re -Inspection at 303-234-5933 Date: Inspector: DOUGLAS K. STINES/Consultants, Inc. Structural Engineers y' 4569 Wolff Street Denver, Colorado 80212 Ph: 720-312-3882 E-mail: Dstiiies9O4,ii,,,cotiicasl,fiet March 21, 2016 Phil Goddard c/o Wheat Ridge Building Department 7500 W. 29th Avenue Denver, Colorado 80033 RE: Planned Pethood Plus 4595 Harlan Street Wheat Ridge, Colorado ITS/CI Job No. 1506-4751 Dear Mr. Goddard, Thank you for the opportunity to be of service on the above noted project. It is my opinion, based on periodic site observations made during the remodel construction, that the structural remodel required in the construction documents provided by this office, and dated July 29, 2015, and any addendums to those drawings, have been substantially completed at this time. Note that the cosmetic repairs may not have been completed for this portion of the work. My inspections and the scope of the inspections for this report are limited to conditions covered by your request. It is not intended to be a comprehensive structural engineering inspection of your entire property and it is not a geotechnical engineering inspection, For those issues you would need to retain other engineers. The Conditions of this report are as follows: Comment-, and observations made in this report are based solely on visual observations and the apparent performance of the systems Within the structure. The standards for judgment of the condition of any item as referenced in this report is solely based on the knowledge and experience of the observer and/or his supervisors at Douglas K. Stine s/Consul tants, Inc. Opinions related to the compliance with specifications and/or code requirements, if any, are specifically excluded from this report unless specifically mentioned herein. The consulting fee paid by the client for this report is only to be construed as a request for the opinions and advice of the inspector and/or Douglas K. Stines/Consultants, Inc., and is not in any way intended or implied to be an insuring fee or guarantee for warranty as to the future life, performance and/or, if needed, repair of any item referenced or not referenced at the subject property in this report. Planned Pethood Plus Pagel ort DKS/Cl Job No. 1506481 Inasmuch as the site review of this existing structure requires that certain assumptions be made regarding existing conditions, and because some of these assumptions may not be verifiable without expending additional sums of money, or destroying otherwise adequate or serviceable portions of the building, the client agrees that, except for negligence on the part of Douglas K. Stines/Consultants, Inc., the client will hold harmless, indemnify and defend Douglas K. Stines/Consuftants, Inc. from and against any and all claims arising out of the professional services we, have provided. The client agrees that by using this report, the client agrees that the maximum award to either party shall not exceed the total amount of this contract. This report has been prepared in accordance with current engineering practices and with the standard of care normally exercised by experienced, Structural Engineers performing similar tasks in the general vicinity of this house. No warranty or guarantee, expressed or implied, is made regarding the conclusions, recommendations and professional opinions expressed in this report. Please feel free to contact this office if we can be of any further assistance with this or any other matter. Sincerely; Douglas K. Stines, P.E. Douglas K. Stines/Consultants, Inc. M Planned Pethood Plus Page 2 of 2 DK,S/Cl Job No. 1506-481 I R I cn Bu I I cz esa e a n C -i 44 tv cW4 r4 N xn to 4 0, C> "t 41 wi I I DIAMOND PROTECTION PhoneP360 S Platte River Drive, Unit 101 * Englewood, CO 80110 303-762-7570303-762-7518 PREVENTION DEVICE TEST & MAINTENANCE REPORT R� Test Check Valve # 1 "1 fight f ° & psi Check Valve# 1 Tight,„„ , psi Check Valve # 2 Ti#htLZAPsi Service Name: PlannedBACKFLOW Pethood Tight Yes No Relief Valve Open /11`psi iAddress: 4595 Hadan St Air Inlet Open ,___,,, psi Zone Differential c 141si City: Wheat ridge State* Co Zip: 80033 Isolation Valve # 2light 'Own„ ,, • .: •. Zip, 'Contact Person: .. Phone: I Device Information (Circle One): New Existing Replaces Device Serial No: (Circle One) Domestic ... t.. Containment Isolation I Date Installed: Date of Last Test. VL,,L Location on Property. Manufactured By- Model: Size: '34 ANN Serial No:/ g S)C 72 !Device Type (Circle One): RP DC (-P-V'B AVS AIR GAP Initial Test Repairs Made R� Test Check Valve # 1 "1 fight f ° & psi Check Valve# 1 Tight,„„ , psi Check Valve # 2 Ti#htLZAPsi Check Valve # 2 T ght psi Tight Yes No Tight Yes No Relief Valve Open /11`psi Relief Valve Open „ psi Air inlet Open. psi Air Inlet Open ,___,,, psi Zone Differential c 141si Zone Differential ,_„ , psi Isolation Valve # e h „ isolation Valve # 1 Tight Isolation Valve # 21tiet} Isolation Valve # 2light This Technician Certifies This Device Has Been Tested In Accordance With The Most Recent Edition of The Colorado Cross -Connection Control Manual Technician Signature; , - . ,�- tate: J ! ✓" Time. Z �' x/-- Owner/Agent Signature. mate. Time: This Technician Certifies This Crevice Has Been Tested in Accordance With The Most Recent Edition of The Colorado Cross -Connection Control Manual Technician Signature: Date:( Time: Owner/Agent Signature: i� Crate: Time: DIAMOND FIRE PROTECTION CO., INC. 3360 S Platte River give, Unit 101 Englewood, Co 80.10 Thane 303-767-7570 * Fax 303.762-7518 W BACKFLOW PREVENTION DEVICE TEST lac MAINTENANCE REPORT Water Supplier%A thority: Meter No Service Name: Planned Pethood Address. 4595 Harlan St Clty: Wheat ridge State: Co Zip:. $0033 Contact Person: Title: Phone: 211 L561 Owner/ Mgrnt./Contractor: Address. II . City; oke State: Zip. Contact Person: Titles Phone, Device Information {Circle One): New Existirr Replaces Device Serial No: USE (Circle One) Domestic irrigation l� � ntairi ent isolation Crate Installed: � � 17ate of iastTe$tX)Z � �� ,.Loo tion onPrope ; t � r* � Manufactured By: * Model' Size: , : Serial No: t Crevice Type (Circle Ane): RP PV8 AVB Alit GAP Cine PSI: Initial Test Repairs Marie Re -Test Check Valve ## 1 TightLA - q psi Check Valve # 1 Tight psi Check Valve # 2 Tight psi Check Valve # 2 Tight psi Tightes o Tight Yes No Relief Valve Open�1/si „,„ 44/ Relief Valve Open psi Air inlet Openlr'i✓/ si Air inlet Open,,,,, psi Zone Differential P "sa Zone Differential „ psi Isolation Valve # 1 isolation Valve # 1 Tight Isolation Valve # 2fgh Isolation Valve # 2 Tight This Technician Certifies This Crevice Has Been Tested in Accordance With The Most Recent Edition of The Colorado Cross -Connection Control Manual Technician Signature: Date:( Time: Owner/Agent Signature: i� Crate: Time: NEW Cerlccztion #3235 Project Address Architect Mechanical Engineer Contractor NEBB Certified Professional JEDI Balancing,,, Inc. 568 Briggs Street (physical) P.O. Box 525 (mail) Eric, CO. 80516 Plione (720) 839-5333 AW�y,,iedibalancin �,com Certijicalion PtB.BO09025C Unknown Unknown Eminence Heating & Cooling Greg Bames 3/21/2016 2016-7691 Instrumentation: Digital Manometer Flowhood Digital Pressure Gage Tachometer Digital Volt -Amp Meter Thermometer Method of Balancing: A Inor Balorneter EBT -721 Alnor Balometer EBT -721 -0TFX-MWm om-t'—e—w" T�f DT -36M Fluke 335 Alnor Balometer EBT -721 Supply, Return and Exhaust diffusers, grilles and registers were measured with an Amor Balometer EBT -721. Heating and Chilled water flow rates were measured with an Alnor Hydronic Manometer HM -680 connected to the installed flow meters. Warranty Information: This project was completed according to NEBB Procedural Standards. The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standards for testing, adjusting, and balancing environmental systems. Any variances from design quantities, which exceed NEBB tolerances, are noted in the Test -Adjust -Balance Report Project Summary, If a Test -Adjust -Balance Report Project Summary is not issued directly following this cover page, all measurements met the design requirements as specified by the design mechanical engineer. This project has a one-year guarantee on all Testing, Adjusting & Balancing from the date listed on this cover page. General Notes: SEE ALL FIELD NOTES LOCATED BELOW EQUIPMENT DATA Greg Barnes Vice -President NEBB Certified Professional TABB Supervisor TAB, Testing, Adjusting & Balancing Cx: Commissioning AHU: Air Handling Unit Motor FLA: Full Load Amperage RTU: Roof Top Unit S.F.: Service Factor PACU: Packaged Air Conditioning Unit OD: Outside Diameter MAU: Make Up Air Unit P.F.: Power Factor FCU: Fan Coil Unit Nom. Eff.: Nominal Efficiency CRAC: Computer Room Air Conditioning Unit RPM: Revolutions per Minute VAV: Variable Air Volume TI: Terminal I K Factor: Correction Factor T2: Terminal 2 FPB: Fan Powered Box T. Terminal 3 AK: Area Correction PSI: Pounds per Square Inch Design D.P.: Design Differential Pressure TDH:'Fotal Dynamic Head Actual D.P.: Recorded Differential Pressure CS: Circuit Setter Ind.Imp.Dia. Indicated Impeller Diameter BV: Balance Valve CUH: Cabinet Unit Heater Valve D.P.: Discharge Pressure UH: Unit Heater Valve S.P.: Suction Pressure ERV: Energy Recovery Ventilator ERU: Energy Recovery Unit EF: Exhaust Fan PEE: Power Exhaust Fan KIEF: Kitchen Exhaust Fan SF: Supply Fan RF: Return Fan TF- Transfer Fan Diff.: Differential SEF: Smoke Exhaust Fan SPF: Stairwell Pressurization Fan DX: Direct Expansion SACU: Spilt Air Conditioner Unit SP: Static Pressure TSP: Total Static Pressure in. we: Inches Water Column ESP: External Static Pressure HW: Hearing Water VP: Velocity Pressure C. Cooling Water SA: Supply Air CW: Condenser Water RA: Return Air HX: Heat Exchanger OSA: Outside Air SW D. Sidewall Diffuser OA: Outside Air EAT: Entering Air Temperature MA: Mixed Air LAT: Leaving Air Temperature SD: Supply Diffuser EWT: Entering Water Temperature CD: Ceiling Diffuser LWT: Leaving Water Temperature ER: Exhaust Register MVD: Manual Volume Damper RG: Return Grille OBD: Opposed Blade Damper CFM- Cubic Feet Per Minute NAC: No Access FPM: Feet Per Minute NG: Not Given SSD: Square Supply Diffuser NIC: Not in Contract SRD: Square Return Diffuser E. Existing TG: Transfer Grille cm: Centimeter I/s: Liters per Second M. Meter nim. Millimeter Pa: Pascal kPa: Kilopascal CMR: Cubic Meters per Hour ffis�� Unit Manufacturer Unit Model Number Unit Serial Number Total CFM Design Design SP V INTERNATIONAL COMFOR RG 072H CI W77598 2400 1,0 in. we 750 2440 Fan RPM Actual 16 Motor Volts 1 21 Motor Volts 2 21 Motor Volts 3 21 I Motor Amps 1 7. Motor Amps 2 8 Motor Amps 3 8 JEDI 43alancing, Inc. Tested By: Brian Birely ��� U1► Motor HP 17 Motor RPM 1725 Motor Frame 56HZ Motor Type TS Motor Rated Voft 230/460 Motor Phase 3 Motor FL AMPS 10053 Motor Service Factor 1.15 ----- ftTU-01 I §Wgly Fan Motor Sheave Model IVP65 motor Sheave sore 718 in. Fan Sheave Model AFD59 Fan Sheave Sore 3/4 in. Number of Belts I Salt Size A44 wil OA Damper Position 20% Filter SP In -0.61 in, wc Filter SP Out NO ACCESS in, wc Coot Coll SP In NO ACCESS in. we Cool Coll SP Out Fan SP In -1 A in. wc Fan SP Out 0.77 in. wc Roof Top Unit LOCATION:, PROJECT M w4mawlm�.. - - . , - — AREA: � � .{� �� � � � � IRTU-01 13 -Mar -16 Brian Birely UNIT SET FOR TOTAL, NO OBD INSTALLED I USED FACE OF DIFFUSER TO BALANCE JEDI Balancing, Ina Roof •♦ Unit • • PROJECT r .. W, w" *1 Unit Manufacturerw �4 r�.L-CO* w.11t El" Unit s Model�Number r 0 } a#4 i+ I � MotorManufacturer i YYII o p w O. Unit Serial Number wl� �U. Motor 3,7 Total Design 0 Motor Design SP 1,0 in, we Motoris Outside Air CFM Design 750 Type TS TotalMotor Connected CFM * Motor e kVolts' w Motor Phase ..s Motor a i 15,3 Moto ServiceFactor ftTV12_wwFp StarterManufacturers a PROTECTED RTU -02 I Supply Fan Motor Sheave Model IVP65 Total CFM Actual 2470 Motor Sheave .• Outside Air CFM Attual 760 Fan Sheave Model AFD59 Return Air CFM Actual 1710 Fan Sheave Bore 314 in, RUN 12megly FAn Number of Betts I Fan RPM Actual 1818 Batt Size A44 Motor t. Motor w Motor w MotorAmps • AM IIM uM� Damper Position M.. � 22% Motor w iy Amps 3 9.7 Filter SP Out ACCESS in. wo Coot Coll SP In NO ACCESS in. wc Coot Coll..Out Fan SP Out # :: JE01 Balancing, Inc. Roof Top Unit rR*JECT: iv'UhNINEk PETH*## PLWS • PROJECT #' JEDI Balancing, Inc. Roof* Top Unit A�4 LOCATION:, PROJECT#: Unit Manufacturer Unit Model Number Unit Serial Number Total CFM Design Design SP PI -54837573 3000 1 .0 in. wc 1000 Mw RTU -03 I Supgl_y fgp Starter Manufacturer THERMALLY PROTECTED # Fan RPM Actual 1114 Motor Volts 1 212 Motor Volts 2 211 Motor Volts 3 212 Motor Amps 1 9A Motor Amps 2 8.9 Motor Amps 3 9.0 JEDI Balancing, Inc. • Tested By: Brian Birely Test M. March 13, 2016 AT—m; I §-Uel& w Motor Manufacturer MARATHON Moto 9 i Motor RPM 1725 Motor Frame 145TZ Motor Type TDR Motor Rated Volts 208-2301460 Motor Phase 3 Motor FL Amps 116-1211/6A Motor Service Factor 1,15 �RTU-03 I §URDIV DO –7 Motor Sheave Model IVP65 Motor Sheave Bore Fan Sheave Model AK94 Fan Sheave Bore Number of Selts I soft Size AX56 64-64impWIPosoltion =25 -A Filter SP In -0.76 in. wc Filter SP Out NO ACCESS in. wc Cool Coll SP In NO ACCESS in. wc Cool Coil $p Out -11 in. wc Fan SP In -1 .1 in. wc Fan SP Out 1,3 in, wc Roof Top Unit LOCATION:, IPROJECT #: WSJ*# - - ---------- JEDI Balancing, Inc. ,� III* . - •«r Fan Unit LOCATION.-, t• w= � t.:i.11 N Motor Manufacturer NO ACCESS TO MOTOR Motor # Volta DIRECT DRIVE Motor 122 Motor r 1.0 Motor Sheave Model • EF -06 110 a RAN ON TEMP POWER DIRECT DRIVE Motor Volta 1 Actual 122 Motor Amps 1 Actual 1.0 *Notes Fan Manufacturer S&P 0 ACCESS TO MOTOR Fan Model Number FF150 20 i Fan Serial Number # # Rated CFM 150 t f # . TotalConnected 0 NMM=2= Motor Sheave Model DIRECT DRIVE Total CFM Actual 110 Fan RPM Actual DIRECT DRIVE Motor Volta 1 Actual 122 Motor Amps 1 Actual 1.0 *Notes JEDI Balancing, Inc ran Unit : � \� � � � � � � �# Tested By:Brian Birely Test Date: March 12, 2016 JEDIB lancing, Inc. i Motor Manufacturer NO ACCESS TO MOTOR I Motor Rated VoIts 120 Motor Phase I Motor Ft. Amps 1.3 Fan ffj "wwZI!"It Tested Birely Motor ;. ACCESS TO MOTOR Motor • 4 Motor FF150 Motor i, 13 Motor Sheave Model DIRECT DRIVE *: Note7 SYS TEMIUNI ": EF -13 Testers y: Brian Birely AREA; Test Clete; March 1, 2616 Fan Manufacturer S&P i Motor Manufacturer WA NO ACCESS TO MOTOR Fan Model Number FF150 Motor Rated Volts 120 Fan Serial Number Motor Rated CFM 150 Motor Fl. Amps 1,3 Total } ±} CFM 0 i Motor Sheave Model DIRECT DRIVE Y r manufacturer THERMALLY Y* Total CFM Actual ME RPM Actual DIRECT DRIVEFan Motor Volts Motor M JEDI Balancing, Inc, wm� Fan Manufacturer S&P Fan Model Number FF150 Fan Serial Number - Rated CFM 150 Total Connected CFM 100 Starter Manufacturer THERMALLY M 1r SYSTEMIUNIT. EF -15 Tested By: Brian Birely AREA: Test Date: March 12, 2016 Fan Manufacturer S&P Motor Rated Volts 120 Motor Phase I Motor Fl. Amps 13 Total Connected CFM 100 SYSTEMIUNIT. EF -15 Tested By: Brian Birely AREA: Test Date: March 12, 2016 Fan Manufacturer S&P Fan RPM Actual DIRECT DRIVE r,♦ Volts I Actual 122 motor Amps I Actual 1.0 Total Connected CFM 100 SYSTEMIUNIT. EF -15 Tested By: Brian Birely AREA: Test Date: March 12, 2016 Fan Manufacturer S&P Fan Model Number FF150 Fan Serial »• - Rated CFM 150 Total Connected CFM 100 i I =10 ;mom Motor Manufacturer ALL • TAKEN FROM UN Motor Rated Volts 120 Motor Phase I i L Motor FL Amps 13 Total CFM Actual 105 Fan SP Out Actual NQ AQUL-5,5 in. we Fan RPM Actual DIRECT DRIVE Motor Volts I Actual 121 Motor Amps I Actual .90 Notes JEDI Balancing, Inc, ran Unit SYSTEMIUNIT, EF -22 Tested By: Brian Birely AREA: Test Gate: March 12, 2016 Motor Manufacturer no Motor Rated Volts 120 Motor Phase I Motor Fl. Amps 1.3 Motor Sheave Model Milo FWIWWWI� Fan Manufacturer WON I ii NEW, S&P Motor Manufacturer NO ACCESS TO M(5ToR Fan Model Number FF150 Motor Rated Volts 120 Fan Serial a• Motor Phase I Rated CFM 150 as Fl. Amps 13 Total Connected CFM 100 -------- JEDI Balancing, Inc, BALIM� Fan Unit PROJECT: PLANNED PETHOOD PLUS LOCATIOW, PROJECT #, SYSTEMIUNIT. EF -24 AREA: Tested By., Brian Birely Test Date: March 12, 2016 E'F - 2 4 12 -Mar -16 BrIan Birely TESTED WITH CONTROL ON HIGH JEDI Balancing, Inc. Orden 12383 Date: 02/06/2016 Scheduled: 10/13/2015 2:00 Sold To: Job Site: ALIMAR CONSTRUCTION 10731 E ALAMEDA H (720)569-6764 Csr: Tech: UN F Turas: Net 30 Sched Pref. -10/13/2015 Qt Part / Description List Price Material Labor Item Total ,y L_ 1.00 31-5/81, X 34-1/2" MI SCMATER1 ALS - I OA green 0.00 199.00 150.00 349.00 spandrel / tempered OR Notes: Contact Dave 720-300-0187 - Replace / install existing with spandrel - 2 options JOB COMPLETED / Material Lab Tax Total 199.00 150.00 15.92 364.92 uuyb Hun 11 10' n are subject to legal action, with cost of collections including attorneyfees paid by buyer. Signature Paymgnis BAlancg 0.00 364.92 Melissa Mackey -- IN WIN 11 I'll I I III 1 11 11 From: Phil Goddard <pgoddard@buildingcci.com> Sent: Tuesday, March 15, 201611:35 AM To: Daniel Berkowitz Cc: Brad Umbarger, Don Hamilton; Melissa Mackey, Meredith Reckert; Kelly Brooks Subject. "TCO" for Planned Pethood Daniel, The way we will handle the occupancy of the first floor will be to make sure all inspections are approved form Wheat Ridge Building Division and the Wheat Ridge Fire Protection District. The exterior lighting needs to be complete as well. Also, the stair to the second floor must be fire rated with a rated door on the lower level. Brad will authorize occupancy of the first floor and note such on an inspection report form once all approvals have been given for that level. These approvals include Planning and Fire as well as all final Building Division inspections for the first floor. Just in case we have not received the following please provide for occupancy of the first floor: 1. Backflow prevention tests for all backflow devices including fire sprinkler riser, irrigation (if provided) and the domestic service riser. 2. Air balance report 3. All special inspection report for steel fraine, concrete, and bolts. A lertter fi-om your structural engineer will suffice for these but we need concrete test results as well. If you alive any questions please let me know. UM 0 # I .mm��= muftu�w 1U=U23WtM1M FOR OFFICE USE ONLY bate: City of c" d rWh6atFjjge Building & Inspection ServicesDivision 7500 WV 2e Ave.„ Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2355 * Fax: 303-237-8929 � Inspection tine: 303-234-5933 IRAID--- Fel ea complete all highlighted areas on lith sides of this form. Incomplete appileatloos may not be processed., Property Address: Pro !Ly Owner `please print): as Phone: Property Owner Email. Mailing Address: if different than property address) "y. Address. 7 r tit V1 "6 (-A Cily, State, . Arch tectt ngineer E-mail: �" . phone: �a " (72051 2 �5t-M - 17,51 ce Contractor: '� � �Zo iq z, L Contractors City Licen e t /150 Phone: 1710 Contractor E - it ora s: 7 � � v SO Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W. t. City license '# Other City Licensed Sub: Other City Licensed Sub: City License #i` City License Complete all information on BOTH sides of this for N—ser-latiom,cif -w—ort (Check all that apply) Q NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE INEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING CMMERCIAL ADDITION RESIDENTIAL ROOFING ROESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) MECHANICAL SYSTEM APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT -f-4Ak-iJ y tA.,.5 � ot-pt1,6 "L 46 P 4t,'LA its C0,4 Ile 51, -�e "'kA 1-6 ot,� 6 1L Sq. FUL F "9006 t- 5700 Btu's Gallons Amps ee 0o Squares Other �?k 0ty of OrWh6atlljgge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033.8001 p 303.235.2855 -f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Sub `teal Checklist for the project type and be attached to the Building Permit Application at the ti rrw of submission. Applications presented for submission without a completed of of Submission form from a required agency will not be accepted or processed, Date: w. Project Address: Name of FirmAndividual submitting documents: A 1 ,?Akv Project Type/Description: q tt A ude vtvxq,�,, c- ...... . . ..... lw-, C' 66 '5 ('k"'I CV (e f'! im Signature of Firm Representative or Individual: DO NOT WRITE BELOW—T-M&IMM,f OR AGENCY USE ONLY am a duty authorized representative of the age indicated below and do, by my signk6ie below, hereby acknowledge receipt of documents necessa for review and approval of the project indicated above. Age= MpraftlMd; (Please check one) V, Wheat Ridge Fire Protection o Wheat Ridge Sanitation District • Arvada Fire Protection o Clear Creek Sanitation District • Wheat Ridge Water District o Fruitdale Sanitation District • Consolidated Mutual Water District o Westridge Sanitation District • Valley Water District o Other M , Denver Water . * di, v?J,1.J NIV,> Signature: Date: (Agency Rees ntative) DOUGLAS K—STINES/Consultants, Inc. Structural Engineer 4569 Wolff Street Denver, Colorado 80212 ph 720 312-3882 e-mail Dstines904@comcast.net C T "Al" ( "T S' PLANNED PETHOOD PLUS 4595 Harlan Street Wheat Ridge, Colorado M Alimar Constructio' 3665 Lee Street Wheat Ridge, Colorado Daniel Berkowitz August 31, 2015 DKS/C1 Job No. 1, 506-4751 OFF 4c)_ APPROVED Subject to Field Inspections Meat Ridge Building q ,Opt. Plan Checker Page No. Remarks 1-9 Roof Framing Plans, Roof Truss Design Layout, Header Design 10-24 2"1 Floor Framing Plan, Floor Joists Design, Floor Beam Design 25-103 2"d Floor Column Design, Base Plate Design, Pad Footing Design elk ■ MEMBER REPORT ResidendalRoof, Welt RHI F 0 R T E' 3 plece(s) 2 x 6 Hem -Fir No. 2 R Fill: 1113 1 Deffection ofterfln, LL (V360) and TL (L/240), Bracino (Lu), All compression edgis (tv and Wftm) must be braced at Y3" O/C unkm detalled oftwise. Proper aMichment and 00I of lateral bracing Is required W achlem n*mber stabifty. Applicable cakWations am based on NDS 2005 methodology, PASSED 0 System Wall Wniber Type � Header SuRding Use � Residentat 4,Wkfing Code � ISC The product application, Input desip mads, dimensions and Support RifOnnation haw bow provided by DK S I Frw Soffivewe Oporator JobNsty. s F E, 4 L 9 1 a S '2M o, 02 D,v C�, n10 720,,2015 4,0:34 PM PorteA,6, Pagel tofu MEMBER U , RT Level Well., h D RHI ( Hem -Fir A' " 2300=9111 ill 11 ill ll!!Il!iil I RIM! MINES' Deftecifion criteria: LL (1,1360) and TL (1,1240). f (W): Alt compression (lop and bottom) must be braoild at 491 o% unless detailed, Proper attachfflentand positioning of 40erai bracing is required to achiew nalunber statift Applicable calculations are based on NDS 2005 rooliodology. Weyerhaeuser Notes w astir warrants that the sizing of its products well be In accordance with Nveyortwousar product dalson cliterl and published vat oftherhaeuser opressly di Peas will other warranties readied to bwe software. Refer to current Weirstraell Ifterature for Installation details, (www w .com) ,. ., las (Rim board, Blocidrig yards and Squash Slocks) are not designed by this saiterare, Use of this software is not Intended to Urcurwent the need for d design prdestionat as deerrimmed by the acs der halling jurisdadmn, The distiVier of record, sender or fromer is responsible to assure that dais cakutistion is compa#ble with the overall project. Products loarrultedured at Wiliblerhaeuser fircilli are third -party certified to SuMinablie f std The product application, input design loads, dimensions and support information have been piwded by DIG .. .. 1 N System : Wall I'liember Type � Header sialkit tial Building :IC Desum Methodol : ASIS SUSIANA,BLE FORESTRY INMALVE 7,0' �5 1:05:5V i"`5't) f"Or'lU V4,6, f)r ign Engine, Cine V6 ? -15 MEMBER REPORT Levet, Wek hEADER RHI TO R T E' 3 plece(s) 2 x 8 Hem -Fir No. 2 At A" MIME= Defift'don Cft4U- LL (V360) and TL (L/240) Owing (Lu)i All compretoon edges (top anal bodam) must be braced at 4'9' O/C unless deWfled otbwWiSe. Proper attachatent and posiboning o0ateral brKJng is required W achiew trietnter stabilitir AWIcable calculabom am based on NOS 2005 mettiodology whawser wan -ants that ft *irxj of ft producis will be In accordance with Weyerhaeuw prodw desion criteria and published de"n wilues. erhaeuser o0ressly dsdauns any o#w warrantes related to the software. Refer to current w0watiseuser Ifteratire for installabon deb#ls W,woridbywy Com) kceswfw (MM Seem, Bw1drig ponies and Squash Mocks) ans not &-4red by this softwam, Use of Ittis software Is not inter4ed to imvent the rteed (or a design profew"I as dettavilned by the a*Whr hpkv Jurisdiction. 'This designer of record, bulkW or framer Is rrespoftWe to nt that this cakulausin Is compatible with the owaff proWt. Products mnvftcWted at Weyertuftstr feciftom are third -party ceflified to sustamable My standar& Fofte SoRwase Cme�azaf times vti K S? P o N System � Wait Member Type , Header Sullaing Use: Resideftal Suldag Code � 18C r. 7P,,','QC)15 11 C,14 39 PM F oek(, v4,6, Enpiel V6 1, 1,5, F 0 R T E MEMBER AOR RT -FiResdentleftaf, We# RH2 3 plem(s) 2 Hemr &20�� Deftctkm crikulx LL (L/360) and TL (V240), finschV (Lu),. Mi compression edges (bop &W bottom) must be braced at V 1113116" o1c unless detailed oderwiw Pwber atWhment and nobdomrV of lateral bracing Is reWted to achieve member stability AWficable cakulatons are based on NOS 200S methoddM, -it 4 W AW All"uNW, a W vent the need W a dWgn p**.0xW as detesmined by the auttiodtir haVr* judsahc4on, rhe designer of record, Water or ftnw Is mponsible to that this calcuMon is compafte wfth the ovenig proW. Products manufachired at WeMilawser fedIftles am twrd-partY cedw to susWrout f standards, Riput deOp loacis, dimerWons, and suppod Inforntion Mve been prodded by DKS n ya FwM Guftw�wa operakw 'S' 1 p K PASSED N System; Wait Member Type : Header fluildirg; Use: Reski"bal Sufliang Code � IBC Design Methodotop ; ASD I A)STAINAKE FORESTRY UTIATWE 7/2U015 4�51157 PM Forte A 6, Desip Engine: V6 i 1 5 paae I of t ', MEMBER REPORT Res' dentelRoof, WO RH3 "L�O F 0 R T E 3 Plece(s) 2 x 6 Hem -Fir No. 2 +A" DeftOw cdtm* LL (L/360) and TL (V240). Bompression edges (tv And bottom) must be brxed at 3' 7" o/c untm dftk*d ottlelw1se. PmW attachment and positiorilng of lateral bracIng Is mquhW to achim tnember stat0fity. Applicable calculations am based on NDS 2005 meftdology, Weyerhitieuser Notes The pmdmt aWication, InI deslort bads, dimensions and %Wod lAfermbon have bw Wovided by D)lS 7S 91ar . 0 Raw, sofhvare Opel ator Job kwo%� P E, K MMIM N System „ Watt Member Type: Header Wiring the: Ret tial 8Wk*M Code: IBC Deslon Medwftogy c ASO 0 SUSTARINUE FOREMY INMARVE 712(112015 4 513 13 PM A 6 Design ng a, V,,3, 1, 1,5 Page 4 of I MEMBER REPORT Res' *nfietftof, Wak RH4 plem(s) 2 x 6 Hem -Fir No. 2 DeflectkIn criteft, LL (1,1360) wId T1. (V240), Bracing (Lu): AR compvs0an edges (tDp and boftnt) must be braced at 3' 3" O/C unteSS depI Otherwise, ftper attachnsent alad PoWnint) of lateml bracing is requited tit actilew warnber $WI Applicable calculations we based on NDS 2005 moettlodotogy, N The product appkaftn, Input design it", drMensions and suppod Infomwafitar he" been PMVkWd by DKS I Forte Son"vare, Operator Joh NOWS Dn K s 712,012015 5 0649 PNA Fotlo,,A 6, Design Enqyne� V6.'1, '1, ,5 Page 4 Of I MEMBER REPORT ReSA*nU81R00f, Waff:RH5 ZTORTE� 3 plem(s) 13/4" x 9 1/4" 2.09 Ml"Iamli LVL IIyerhaeuser Notes WraevW warrants Mat ft sizing of Its ioxiducu wW be In 8owntance with WeyerbseuW Produd design crittaia and puNiowd de so values, ertdreuser evmtv disclaims any other warranbes related to the software ReW lo currert Weverfewser ti re for Inftitathn &W w,woodbywy,com) Ac es (PJm Board, BloI Parsets and Squash Slodrs) are not designed by this software, Use of this software Is not Intarided to avvent the need for a deop professloral as drsid by ft auttiortty ha*V jurWittlou, The designer of record, builder or franter Is resmrsIbie to re that this caiculation is contisaWe wfth the overall project, PmI manufactured at Weywtftuw Wites am third-Mrty o"fied to sustainable ty AWWW& p,oduct applicaWn, input design bads, amartsions and wppoft Information have been provided by DKS '7 Forw Software Operator jots Noles K P F, K a w , N System . Wall r,lembw Type . Header Building Use ; ReWertial Swiding Code: IBC Design Pleewdology : ASD 0 SUSTANABLE FORESTRY NTIATWE 7,12C),",20 1, 5 5,27,14 PM Fv,'te v4,6, CjC-Gigrl, E�'IgWei V6 1 1 5 Page I Of I ME" 111111111111 11�11 1111!11111111111 p II IIyerhaeuser Notes WraevW warrants Mat ft sizing of Its ioxiducu wW be In 8owntance with WeyerbseuW Produd design crittaia and puNiowd de so values, ertdreuser evmtv disclaims any other warranbes related to the software ReW lo currert Weverfewser ti re for Inftitathn &W w,woodbywy,com) Ac es (PJm Board, BloI Parsets and Squash Slodrs) are not designed by this software, Use of this software Is not Intarided to avvent the need for a deop professloral as drsid by ft auttiortty ha*V jurWittlou, The designer of record, builder or franter Is resmrsIbie to re that this caiculation is contisaWe wfth the overall project, PmI manufactured at Weywtftuw Wites am third-Mrty o"fied to sustainable ty AWWW& p,oduct applicaWn, input design bads, amartsions and wppoft Information have been provided by DKS '7 Forw Software Operator jots Noles K P F, K a w , N System . Wall r,lembw Type . Header Building Use ; ReWertial Swiding Code: IBC Design Pleewdology : ASD 0 SUSTANABLE FORESTRY NTIATWE 7,12C),",20 1, 5 5,27,14 PM Fv,'te v4,6, CjC-Gigrl, E�'IgWei V6 1 1 5 Page I Of I \> /� �� � � \. . .....:....... \ ... ..... / At'TRAFT .... ..... .. At'TRAFT MEMBER REPOPT Residential F;oor, Floor, Floor Joist j I pt ) " T310 210 0 16" OC Overall Length- ° 111 a A Structural anaJOS of the dWk has not been pelforroed, De"on anWyWs Is based on conel"te action Wth a Nnole layer of 23/3r Weyerhaeuser Edge Panel (24" Span Raft) that i$ nalieed down, At NmW supports, PASSED F Type:Melober Ust SW ; Resklential Buf zc Design Methodology: ASD The product appikaW , Input design Wds, dirnensions and support Informatlon hvm by provided by DKS r ttt�� :s`t�fi€'alVa'aP f: L.�;sirP r;idtt k, a. ;, P $t w �1 ,h,yb Notes P, SUSTANABLE FORESTRY UTIATNE W 015 3,503 2 ,"TM$M F off A 6 Design Engine, tfi ,i."? 1 5 Page 1 of I MEMBER REPORT Resdenhal Focir, FWr Fbar Boom F82 A i R,r E M F C 3 plem(s) 1314" x 16w 2.OE MlcrollamO LVL Overall Length: 40' 10" Deflection critedw, LL (L/360) and TL (L/240), Oracino (Lu), All compi"on edges (top and bodom) mug be braced at 2' 2 Sjr d/c unkm detalled oltwwtse, Proper atwhment and pWdoning of RitcrW bracing is mQuired to achieve comber st*11ty, -31S Itis uptift at support 40* 4 1/4', Strapping or odw restraint may be required, 0 PJM Board Is assumed to carry all ksad$ aOIW directir above it bypassing ft member being designed, Ej www" qwwwavx # circumvent the need for a design pmessional as det—Ened by me audvmy haft jorlsdiction. 1'he designer of record, wider or fr~ is reWnsible tD assure that this cakulation Is compatible with Be overaff wOect, Products avorufactured at Wevedraeuser fadhoes are third -party certified 0 sustalriabte fbre*y smndards Job N'Oteg K N 0 SUSTAINIASIF, FORESTRY NIIAMF 71"20,03 x'5 3,51 PM Forle v4,6, Design EnjujE�: V6 I '� 5 P,qe 1 of 1 Overall Length: 41'4 1/2" IMIN 111101 ITIN, !111 11! vi 11 1 1 � I III I Deflection afteda, LL (L/360) and TL (V240), gracingcompres6w edps (top and o... mug be braced at I Z' V a/c unfew detailed othervilse. Proper attachment and pelltioning of lateral bradng is "Wred to aImieve member statIft System , FWr Member Ty;Ie, � Rush Seem BuildinReskWatial Building Code . TBC Design MettioUtely: ASD N The PmdtKt applicod", Input design kxds, d1 iia end %4Vott triforma" have earn pI by OKS I Fwie softwaro opwatol Ion Notes, ............ ..... ... ... a,, K 2015 (5-0),C PM R,w,�e A,6, Design Fngine, \16 �5 pn!"Je I OT 1 "EMSER REPORT Resdential F�* FADor Fbor Beam F82 plece(s) 13/4" x 16" 2.OE MicrollamO LVL Overall Length: 40'8 1/21' 3 m I 3 1 HIM " 2 1f. Deflection criteda: LL (L/360) and TL (L/240). Snad bomm) must be braced at 2* 2 5/8" a/c Wass detailed oftwise, Proper atatchrmint and posiboning of latwW bracing is required to achW* rnember sWity -332 Ilds uplift at support 40'3 112� Strapplog or oOw rfttaint rmy be required. - Rim Board Is assumed to carry all toads applied directly 1ng ft memW beirat designed, 0 M The Product application, Input design foods, diftwWons ard support Urformatim have been provIded by DKS rorw 'Swtwaro Clporzktor 1 '10b�4wo% K 7,12CV2015 6 05,2,,,L,," PM Fc,irle vA 6, [)esiqn, nqine 'VP3, 1 1 5 Pape I of I E MEMBER REPORT Res denhol Foor, Fkor Flush Seem FB3 F 0 R T 1 3 place(s) 13/4" x 16" 2.OE Milcroffam(D LVL Overall Length: 40'8 1/2" Deffecti ofteft LL (L/360) aW TL (1.1240) Srocft (Lu): All tomptWon edges (top and Whom) must be bi at T 2 15/16'0/1: UnIfts dgWIW oftwi1w PMW atlactwwt and POSItIoNno Of 6WW braUM is mqWteil W wb*m member siiablilty -306 Itis uolft at wppost 4W 3 11r, SbWphV or othw restalot my be mqufred Sygem Fkw Iftmbw Type � Flush Beam SuOdIng We: Resift4al SUHMN Code :I De"n MeftKiWi ASO N pWwt apokaWn, input deskjn Iotas, dimen0ons aW support InkrmoWn have been puwWW by DKS Forto Software dep. wafor data Nown . .. ..... .... "I K S" 7120120'15 6 08 55 FIM F`orte v4,(,.;, Design E n9me, V6, 11 5 Page"� I 'A 1 i I MEMBER REPORT ReAdiantlel Fmor, Floor Flush Beam F85 9TO R T E 3 ple*e(s) 13/4 x 16 2.0E Micrallamli LVL Overall Length: 40' 10 1/2" OEM= S�A Desertion c6leffa., U (V360) and TL (V240). firadrig (Lu), AN compression edges (top and bottom) most be braced at . d/c unim detailed ottowlse. proper attwhfawt and PosilmnlrV Of iat"I bracing is required to achieve member stability. -25S lbs uplift at support 4015 1/2", StntiOng or Other resMnt may be required. - Rim lioaW is assumed W carry all be& appiled directly above Ic bypassing the member being desiqmrd System Floor I*ntw Type : Flush Sewn Suilding Use; MOWN gull In Code : ISC Design Memodology, AM 0 The product application, Input design loads, dimensions and support m1brmbon have been provkW by D Fento `Sc ftwam GPLrMw i Job Notes .... . ... .... ......... . . K S, n K 7,12 01, 0 15 A, � 8 01 P M ForU,,� v4-6, Deskgn E,n9ine. V6, �1,,`5 page I of I MEMBER REPORT Residential F; r, Fitter Flush Beam W F 0 R T E 3 pfell 13/4" x 16" 2.0E MicreflamO LVL Overall Length: 41'2 1/2" Deflection Critifl, LL (1.1360) and n (1,1240). Bracing (Lu)� All compression edoes (top and bottom) must be braced at VS 718"o/c untessdistalled o0pervise, Proper attachment and "Wril of Lateral br,3CIfV IS MqUil to irChIeVe member stablity - Win Board Is assumed to carry all mads applied directly above It bypassing the mornber being designed, System: Ftw Member Type: Flush Bwm Building tial Budding Code : 18C Design MeOuxiology � ASO N b%USTAWABLE FORESTRY WMATWF Weirlsbaeuser warms that its sizing of Its Products will be In accordance with Weyerhaeuser Product derJan crial and published d values. Weyerhaeuser expressy, disclams; any other warranties related to 0* soltvalle Refer to current Got eyertmetill literature for installation detalis, (www.woodbywy corn) Accessories (PJm Board, Writing Parielis and Squash Blocks) are not designed by thel are.. Use of 0% software is not intended to circumvent the reed bra desitin professional as determined by the authority heel judukbom 11he desIlmer of record, bull der or hamer Is respon0ble V) assure that this calculation Is compattile with the to all proBlict, ProdtKts manufactured at Weyerhaeuser tariff#% we third -party certfied to sustallifible forestry standards, 11* product alsaficabon, input design mads, dimensions Wd support information have been prooded by Ill Fonte sufmo(e operator U,,'. K n q P E 8 1 3�^ ®, jw� Notes 0262015 6,22 '19 PM Fortc�, A.6, Desqn Engine� V6, I A-5 pz,qe of I MEMBER REPORT Reskiential F,,00r, Hoor Flush Seem th 7 i2FORTE3 plem(s) 13/4" x 14" 2.OE Mlovilam& LVL Overall Length: 40' 111/2" De criteria: LL (L/360) and TL (V240), Swing (tu): All as Don edges (top and boftirl) aitut be brKed at 6' 10 3/3" o/c as detailed otherwise. Proper attachment and positioning of lateral brW, 09 is required to achieve rnember stattifity. =4,24�1 M wesernimeor warisints that ft sizing Of its Products Will be in with Weyerhaeuser product design citivto aW "ishedl design vafws weyernaeuw evessfy disclaims any abler warranUm related to the softere. Refer to current Wehatmeosin, literature for installation deWls, (www.woodbywy C-) Aotessorms (Now Soard, Blocking Pantis and Squash akicki;) are not desa;rietf by this software. Use of this software is not irevrided to circumvent the need far a design mofesslonal as determined by the audaurity havhv judslikWor. The designor of record, bu#*r or framer Is responAte to assure that this Is compabble Mill the overall prefect Products manufactured at Welaifteow far:1110" are Wrif-panty, codified to susbWarble forestry swridards. The Product application, input &—Agri IOWS, dimensions arm Support information have been Provided by DKS Fopu, Sofhv,,,o Opwator lob NOV-1 K 3�, 0 System,. Poor t4ember Type; Flush Searn Building fiesitienbat IRA14mg Code : ISC Design MeOwdology 7 12T 12 015 6 2 5A 0 P,4,1 �,',orte ,A 6, Dosign V6, 1, 1,,.5 Page 1 'A 1 Overall Length* 10' 711 - Deffft'don, triteft LL (W360) and TL (V240), • RIM Board Is assumed In cady all Wds applied directly above It, bypassing it* Member twanit designed. • At hanger support, tie Total Searing daginsion is eqtW to the width of the folitatitil that IS SUPPOrting #W himW - I See GOnnector god below for additional ftemetion 804for mquirements. I PASSED System : Floor Membw Type s Flush Sam Suilding We : Residential Build og Code . JBC Design Meftx)dokVy : ASO ewwr Notes The product application, Input design kriids, dimerolons and support Information have been provided by OKS Jnh NOW" 0) SIUSTANAW F%'ESTRY INMATNE 7,291,20157',3228 AM Forte ivA 6 1 1 5 4tel Overall Length: ' 1" Deflection offe6w LL (L/360) and 11 (IJ240) 5MCM9 (W)� All compression edges (top and bDttDm) must be braceill at V 6 1/4' 0/c unless detailed K Properand pacifionirg of WWI loadsbWassing the roember,. - I See Connector grld below for 0ti , PASSED 0 0 Forte Sof #ae Opep atrt .. ...__. ,. _ ...dab Notes 41,,SAt a. i N912015 7,24 Vis; AM Job, le Page I of 1 T'itte BlockLine I You can change this area Steel Beam Description: Re kisrrtini Floor Beam South Sidi* CODE REFERENCES • • � ,w #1 #t rF •«M a Pro# t ID $ .:r £a,. tiff» ,..2AM' Analysis Method: : Allowable Strength Design Fy : Steel Yield: 50.1 ksi Seam Bracing: Beam is Fully Braced against taterai-torsional bucpkiing S Modulus: : 29,000, ks Sending Axis: Major Axis Bending Load Combination ASCE 7--10 474; §'' p teed toads Sergi toads entered. toad 'actors will be applied for calculations, Beam self weight calculated and added t loading _ . _ . .. , . _. ... ..... _ ,a _....... _ w.... , a v..... _. n.� Load for Span Number 1 Uniform Load : D = 0,020, S = 0,030 ksf, Tributary Width 22,0 ft, (tit & LL Roof) Uniform toad : D = 5.20 kfff, Tributary Width : 1,f1 ft, (tit. of Ext all) Point Load D M 5.174, l.. = 2.513, S = 1.992 k ilb 0.5 fl, (F1 Reaction) Point toad D = 2,513, t w 5381 k ( 12.417 ft, (FS2 Reaction) Load for Span Number Uniform toad D 0,020, S r 0,035 ksf, Tributary Width m 22.0 ft, int & LL Roof) Uniform Load D., 020 k,rt1, 1"rtbutary= Omh = 1,0 ft, (DL of LEA Wait) Poo i i : D = 2.658, t = 5.559 k kl@ 12A17 ft„ (FB4 Reaction) Load for Span Number Uniform Load: D - ilZO, S M )1,(}30 ksf, Tributary Width = 22,0 fL (DL & t.t Poof) Uniform toad ; D = 0:25 kilt, 7nbutary Width = 1.3 ft, (DL of Ext Wait) Point Load: f1= 2,qO, L = 5,20 k 0 11,083 it, (FB4 )reaction) Load for Span Number Uniform Load: D M 0,020, S ; 0.535 ksf, 'Tributary Width= 22,0 ft, (DL & Lt Pooff Uniform toad t5 w 0.20 kiff, Tributary Width =1,5ft, (Cit of Ext `a aH) Point Load: D = 2.557, t = 5.62 k {df 11,083 ft, (FB5 Reaction) Load for Span Number S Uniform Load: D - 0,020, S = 0,035 kcf, Tributary 'loth = 22,0 ft, (DL S tt Roof) Uniform Load: D : 020 kft, Tributary Width = I.O ft„ (DL of Ext fail) Point Load: D � 1.2W to = 3,532 k ( 12.417 ft, (F86 Reaction) Load for Sparc Number tint€orgy Lod : D = 5.020, S = 5.030 ksf, Tributary Width = 2 .O it, (Di. & tt Post) Uniform Load: D - 5,20 kd1, Tributary Wift = I ,O it, (it of Ext yati) Point soar) . ft mm 1.518, S = 3.60 k ( 11,250 ft, (FB7 Reaction) Load for Span Number Uniform toad : D =11.525, S = 0,030 ksf, Tributary Width = 22,0 ft, r'ttt & U. Poon, Uniform Load D = 0,20 karft, Tributary Width ,= 1.0 ft, (DL of Ext Wall) Tide Block Une I You can change this area Sal cWhUffi, ""i 0 Protect Title: Engineer: Proiect ID: Project Descr., @ Title Block Line 6 Steel Beam He -C,,\UNM\DOUGST-1\DOCUME-It ENE§6�:iii5�g- ' ENERCALC, INC. 1902DIS, WdA1518, Ver& ISTO Description: Residentiai Roor Bearn South Side DESIGN SUMMARY Maximum Sending Stress Ratio Oa502: 1 Maximum Shear Stress Ratio O 305 : I Section usexi for this span 12x 14 Section used for this span Wi 2x14 Me: Applied 21,791 Wt Va: Applied 13,061 k Mn / Omega: Allowable 43,413 Wt Vn/Ornega: Allowable 42.754 k Load Combination +D+S+H Load Combination +D+0,750L+07505-4i Location of maximum on span 12 all 7ft Location of maximum on span 11,083 ft Span # where maximum occurs Span # I Span # where maximum occurs Span # 4 Maximum Deflection Max Downward Transient Deflection 0.071 in Ratio - 2,112 Max Upward Transient Deflection -0 003 in Ratio = 59,577 Max Downward Total Deflection 0.140 In Ratio = 1061 Max Upward Total Deflection --0,005 in Ratio = 29921 Maximum Forces & Stresses for Load Combinations Load Combination Max Strm Ratios Summary of Moment Values Summary of Shear Values Segment Length Span it Max + Mmax - Ma Max Mnx Mox/Omega CtiRm Va Max Vnx VnxiOmega Dsgn. L - 12,42 it 1 0250 0,115 7,77 -1085 3085 72,50 43,41 140 1,00 4,93 71.40 42.75 Dsgn. L = 1142 it 2 0,250 0,102 173 -10,85 10.85 72,50 43,41 140 1.00 4,37 71,40 4215 Dsgn, L- 11,088 3 0.162 0.151 3136 -7.04 7,04 72,50 43,41 1,00 1,00 5.45 71,40 42.75 Dsgn. L - 11o8ft 4 0.180 0,150 2,98 -7,83 7.83 72.50 4141 1,00 1.00 6,42 71,40 42,75 Dslim L = 12.42 It 5 0,181 0.095 4.76 -7.85 7.85 72,50 43,41 1,00 1,00 4.06 71,40 42,75 Dsgn, L = 11,25 ft 6 0,181 0,090 100 -7,85 7.85 72.50 4141 1,00 12 3,83 71,40 4215 Dsgn. L = 9Z0 it 7 0,158 0490 4.35 486 6,86 72,50 43,41 1.00 1,00 3.83 7140 4275 +D+L+H Dsgn, L = 12,42 ft 1 0.250 0.115 7,77 -10.85 10,85 72,50 43,41 1,00 1,00 03 71,40 42,75 Dsgn, L = 12.428 2 0.250 0,102 173 410,85 10,85 7260 43,41 1,00 1,00 07 71,40 42,75 De n. L - 11.08 ft 3 0,162 0.273 336 -7.04 7.04 72,50 4141 1.00 1,00 11,66 71,40 42,75 Osgn, L = 11,08 it 4 0A80 0.269 2.98 -7,83 7,83 72,50 43,41 9,00 1.00 11,48 71,40 42,75 Dsgn, L = 12420 5 0.181 0.495 4.76 -7.85 7,85 72,50 43A1 1,0D 140 06 71,40 42,75 Dsgn. L = 11,25 it 6 0181 0,00 100 -7.85 7,85 72,50 4141 140 1,00 3,83 71,40 42,75 Dsgn, L=. 9.50 it 7 0,158 0,090 435 486 6,86 72,50 43,41 1Z 1,00 3,83 71 All 42,75 4() -*Lr -1H4 Dsgn, L = 12,42 it 1 0,260 0115 717 -10.85 10,85 72,50 4141 1,00 1.00 4,93 71-40 42,75 Dsgn, L = 12,42 ft 2 0,250 0,102 173 -10,85 10,85 7150 43,41 1,00 1,00 4,37 7140 4215 DsgmL- 11.088 3 0,162 0,151 136 -7.04 7.04 72.60 4341 1,00 1.00 646 71,40 42,75 Dsgn, L z 11.08 it 4 0.180 0,150 2.98 -7,83 7,83 7150 4341 140 1,00 6.42 71,40 42,75 Nn, L = 12.42 it 5 0,181 0,095 4.76 -7085 7,85 72,50 43,41 1.00 1,00 4.116 71A0 4215 Dsgn, L - 11,25 ft 6 0,181 0,090 3,00 -7,85 7,85 72.50 4141 140 1,00 3,83 71.40 4215 Dsgn. L = 9,50 ft 7 0,158 0,090 4,35 -6,86 &86 72.50 43.41 1,00 1,00 3,83 71,40 4275 +D+S+H Dsgn, L = 1142 it 1 0,502 0,232 15.60 -2119 21,79 72.511 43A1 1.00 1,00 9,91 79.40 4215 Dagm Le 12,42 it 2 11S02 0,206 7.60 .21,79 21,79 7150 43,41 1,00 1,00 877 71,40 42.75 Dsgn. L = 11,08 It 3 0.326 0,235 6,76 -14,15 105 72S0 4141 1,00 3,00 10,01 71,40 42Y5 Dsgn. L = 11.08 it 4 0,362 0,239 5.98 -15.74 15,74 72,50 43,41 1.00 140 10,21 71,40 4215 Dsgn, L = 12,42 it 5 0.353 0,191 9.57 -1517 15,77 72.50 43,41 1,00 1,00 816 71,40 42,75 Dsgn. L = 11,25 ft 6 0,363 0,180 6,03 -1517 1517 72,50 4341 1,00 1,00 7,69 71A4 4215 Dagn. L = 9.506 7 0318 0,180 8.73 -1179 13.79 72b() 4341 1.00 1,00 7,69 71,40 4275 +D+0,750Lr+0150L+H Dsgn. L = 12,42 it 1 0,250 0.115 7,77 -1085 10.85 72,50 43,41 1,00 1,00 03 71.40 4275 Dsgn, L = 12.428 2 0,250 0,102 3,73 -10,85 10,85 72.50 4141 1,00 1,04 07 71,40 4215 Dsgn. L = 11,08 it 3 0,162 0.242 3,36 -7,04 7,04 72,50 4141 1.00 1,00 1036 71,44 4215 Dsgn, L = 11,04 It 4 0,180 0.239 2,98 -7.83 7.83 72,50 4141 1:00 lZ 10.21 71.44 42,75 Dsgn, L - 12,42 It 5 4.181 0496 4,76 -716 7,85 72.50 4141 140 1.00 4,06 71A0 42,75 Dsgn. L = 1115 it 6 0,181 0.090 3,00 T85 7,85 7230 43.41 1,00 1.00 3,83 71,40 4215 D3gn. L - 940 it 7 4,156 0490 4,35 486 6186 72,50 4141 140 1 DO 3,83 71.40 42,75 +040750L40J50S+H Dsgrr L m 12.42 ft 1 0,439 0,203 13,64 -99.06 19,06 72,50 4141 1,00 140 8.67 71,40 42,75 Dsgn, L = 12,42 ft 2 0,439 0.479 6,56 -19,06 19.06 72.50 43.41 1,00 9,04 7,67 71,40 42,75 Dsqn. L = Ilaii it 3 0,285 0,305 5.91 -12,37 1237 72,60 43.41 1,00 140 13,06 71,40 42,75 Dsgn. L - 91.48 It 4 0,317 0Z5 5,23 -13,76 13,76 72,50 4141 1,00 9.00 13,06 71,40 4215 Dsgn. L = 1142 it 5 0,318 0.167 836 -13.79 1179 72,50 43,41 1,00 1,00 7.14 71.40 4175 Dsgn. L = 11,25 ft 6 0,318 4.157 627 -13,79 13.79 72,50 43.41 1,00 1,00 613 71 All 42,75 Dsgn, L = 9,50 it 7 0178 0.157 7,64 .12,05 12,05 72,50 43,41 1,00 1.00 6.73 71,40 4215 +D40,60W+H Dsgn. La 1242 ft 1 0.250 0.115 717 -1085 10,85 72,50 4141 1,00 1,00 4,93 71,40 42,75 Dept L = 12,42 It 2 0.250 61.102 313 -10,85 10,85 7150 43.41 1.40 1,00 437 71,40 42,75 Nn. L = 11b8ft 3 0,162 0.959 3..36 -7.04 1.04 72.60 4141 1,00 1,00 6,46 71.44 42,75 Load Combination Span Sfax Stress tea .._.. Location In Span Load Combination ation Summary of Moment Values Location In Span Sum ry of Shaer Values Segment Length Span �, ax + Amax w _. . _.. ...... ,,.fax i�rtxif?... r no a b fpm V Max..... nX n a -0.0459 1,014 40+S+H 3 43 72,50 4141 140 1,00 ItA2 71 A0 4215 ftagn. L - 12.42 If 5 0,181 0.095 4.76 07.85 7,85 72.50 43.41 1,09 1,90 4.06 71,40 42.75 Dsgm L - 11.25 ft 6 0.161 U90 3,99 -7.65 7.65 72.50 4141 1.00 1.00 3.83 71.40 42.7$ Ds9m L - 9.50 ft 7 0.156 0.690 4,35 -6,86 6,66 72.50 43.41 1.00 1.00 3.63 71,40 42.75 -w...w. �.cd ..._w.,.•. Sap. _...6�_. ft2......... uric _ 4rpnrt`......r„�.. .5......60 _...,....up1 ....a..a...-. '20,40'-' .. - 17177 . _.. _ 20.127 Dsgn. L - 12.42 ft 1 0,260 0,115 7.77 -10.86 10,65 72.69 43.41 9,00 1.00 4,93 71.40 42,75 Win. L - 12,42 ft 2 0.259 0.102 313 -10,65 10.65 72.50 43,41 140 1,00 4.37 71.40 42.75 Dagn. 1148ft 3 0,162 0.951 336 -7.04 7.04 72,50 43.41 1.00 1.00 6.46 71.40 42,75 Dagn. L - 11.08# 4 0.160 91150 2,96 -7.63 7,83 72,60 43,41 1.00 1,00 6.42 71,40 42,75 Dsgn, L - 12,42 It 5 0.161 0,495 4.76 -7,85 7.85 72.50 43.41 1,90 1.00 4,06 71,40 42.75 to n. L - 11,25 It 6 0.181 0.090 3,00 -7.85 7,65 12,59 43.41 1,00 1.00 3.83 71.40 42.75 Dsgn, L- 9M It 7 0,158 0.000 4,35 -6,86 6,86 72.50 4141 1,00 1,00 3.83 71,40 42.75 ,750Lr+0,7 +0.450 +H agn. L - 12.42 ft 1 0.250 0,115 7.77 -%85 90.85 72.50 43.41 1.00 1.00 4,93 71,40 42.75 Dsp L - 12.42 ft 2 0.250 0.102 3,73 -10.85 10.85 72.50 43,41 1.00 1.00 4.37 71,40 4215 Osgn, L - 11.08 ft 3 0.162 0,242 3,36 -7.04 7.04 72.50 43.41 9,40 1.00 10,36 71.40 42.75 Ds , L : 11,084 4 0.180 0,239 2,98 -7,83 7,83 72.50 43.41 1.00 1.00 14,21 71.40 4215 Dsgn. L - 12.42 ft 5 0181 0.095 4,76 -7;85 7,85 72.50 43.41 1.00 1.00 4.06 "71,40 4275 Dsgn. L - 11,25 it 6 0.981 0:099 3,00 -T85 7,85 72.50 43.41 1,00 1.00 3.83 71.40 42.75 Dsgn. L - 9.50 ft 7 0.158 0,090 4.35 -6.86 6.86 72,50 43.41 1,00 1,90 3.83 71.40 42.75 +0+0.7 0L+0,7505+0,450W+H Dsqn, L - 12.42 ft 1 0.439 0.203 13,64 -19;06 19.06 72.50 43.41 1,00 1 Z 8.67 71.40 42,76 Win. L - 12.42 ft 2 0,439 0,179 6,56 -19.06 19,06 72,54 43.41 1.00 1.00 7.67 71,40 42.75 Dsgn. L - 11,08 it 3 0,286 0.305 5.91 -12,37 12.37 72.50 43,41 4.09 1.90 13,05 71.40 42,75 n.L- 11.088 4 0,317 0,395 5,23 -13,76 1176 72.60 43.49 149 1.00 13.06 71,40 42.75 Dsgn. L - 12.42 ft 5 0.318 0.167 8.36 -93.79 13.79 72.50 43.41 1.00 1.00 7.14 71,40 4215 Dsgn, L = 11.25ft 6 0.318 0.157 5,27 •13.79 13.79 12.50 4.3.41 1.00 1.00 613 71.40 42.75 n. L - 9,50 If 7 0.278 0.157 7.64 •12,05 12,05 72,50 43,41 1,00 1.00 6,73 71.40 42,75 +0+0,50L+0.105+0.5250E+H Dsgn. L = 12.42 ft 1 0,439 0203 13,64 -19.06 19.06 72.50 43.41 100 1.00 8.67 71.40 42.75 Dsgn. L - 12.42 If 2 0.439 0.179 6.56 19.06 19,06 7150 43,41 1.00 1.00 7.67 71.40 4215 Dsgn, L- 11,08 ft 3 0.285 0,305 5,91 -92.37 12.37 72.50 43,41 1.00 1.09 13.05 71.40 42,75 Dsgn. L - 11.08 ft 4 0.317 0305 5.23 •43.76 1176 72,50 43,41 1,09 1,00 13.06 71,40 42.75 Dsgn. L - 12,42 ft 5 0.318 0.167 8.36 -13.79 13.79 72.500 43.41 9.90 1.00 7,14 71.40 42,75 psgn.L= 1126ft 6 0,318 0,157 5,27 -13.79 13.79 72.50 43.41 1,00 1,00 613 71:40 42,75 Osgn. L - 9.50 If 7 0.278 0.957 7,64 -12,05 12,05 72.60 43,41 1.00 1.00 8.73 71.40 42.15 +0.60 ,60iiy+0: Dsgn, L - 12.42 ft 1 0,459 01069 06 -6.51 6,51 72,50 4141 1.00 1:00 2.96 71,40 42.75 Dsgn. L - 12.42 ft 2 9.150 0,061 2,24 451 6.51 72,50 4141 1.00 1.00 2,62 71.40 42,75 Dsgn. L = 11.08 ft 3 0.097 0.091 2.02 +4.22 4.22 72.50 43.49 1.00 1.00 3.88 71.40 4.2.75 Dsgn. L - 11.08 ft 4 0.108 0.090 1,79 4:70 4.70 72.50 43.41 3.00 1.00 3,85 71,40 42.75 Osgn, L - 42.42 ft 6 0.908 0,057 2.86 471 4,71 72.50 43.41 1.00 1.00 2.44 71.40 42,75 Degn, L - 11,25 ft 6 0108 0.054 1,80 -411 4,71 72,50 43,41 1.00 1.00 234 71,49 42,75 Dsgn, L - 9.50 ft 7 0.0145 0.054 2.61 4.12 4.12 72,50 43.41 1.110 1.00 2.30 71.48 42.75 +0.60+0,70E+4.64H Dsgn, L - 12.42 It 1 0154 0469 4.66 -6.54 6.51 72,59 43.41 1.00 1,00 2.96 71.40 42,75 Dsgn, L - 1.2.42 ft 2 0,150 0.661 2,24 -6.51 6.51 72.50 43.49 1.00 1,00 2.62 71,40 4275 Osgn. L - 11.08 it 3 0,097 0.091 2.02 -4.22 4.22 72,50 43.41 1,00 1.00 3,88 71,40 42,75 Mgm L - 14.08 ft 4 4,108 0.090 1.79 470 410 72,50 43,41 1.90 1,00 3.85 71.40 42.75 Din. L - 12,42 It 5 0.108 9,057 2.86 -4,71 411 72.60 43.41 1,00 1.00 2,44 71.40 42,75 Ca, L - 1125 It 6 0,498 U54 1.80 -4,71 4,71 72050 43,41 1,00 1.40 2.30 71,40 4215 Opp, L -, 9,50 It 7 0,095 0,054 2.61 412 4:42 72.50 43.41 1,00 1.00 2.30 71,40 42,75 Overall Maximum Deflections Load Combination Span Max, .-" Deft Location In Span Load Combination ation Max,'4� haft Location In Span U000 o. boo +t1 2 0,4402 6.842 10+81H4 -0.0459 1,014 40+S+H 3 0,0349 5.655 + +S+H -0,0002 4.226 +D+8 -4i 4 0,0268 5.428 +t{ A0011 10,631 +D+S+H 5 0.0701 6,335 0,0000 10.631 +13+S+H 6 0.0267 5.969 +++H -0.117 0.689 +f3 +H 7 0.0429 5.429 0,0004 0.689 Vertical Reactions Su rt notation : Far loft is #1 values in KIPS -w...w. �.cd ..._w.,.•. Sap. _...6�_. ft2......... uric _ 4rpnrt`......r„�.. .5......60 _...,....up1 ....a..a...-. '20,40'-' .. - 17177 . _.. _ 20.127 Overall MfNimum 2,813 5.381 5.059 UDO 5,062 3.632 0.000 0.000 3+H 8,362 12,116 10.102 9.949 94,478 9128 9.040 2.365 Title Block tine I Project T tlw You can change this area Engineer: Protect ID: using the'Settings* menu item Protect Descr and then using the 'Printing Tale Block" selection, Title Block Linea ,E.d21 UE 20,5,11 27A =c; , GST -1 u�t-1Nn-1a-1,a Steel BeamEN RChM INC.1983-2015, .&,45.1.8. V r&IS .8 Vertical Reactions Support notation: Far left is E1 Values in MPS __....__. .ver._... Lid Sin %n v. ,.. ,., Up 1 ...... port Support 2 upport 3 w,. , _ Support 4 , . Support 5 Support is e . �, Support 7 _.. .. Support + L+}1 11.175 17.497 15.969 15.149 16,640 921170 .. 9;040 . .m.. ,1.366-.,. +L4+LLr+H 8.362 12.116 10.102 9.949 10.478 9.928 U40 2,385 +D+S+H 13.570 29,502 11.813 17,062 18.:569 17.028 20,1.27 4191 + +0,750Lr+0.750L+H 10.472 16.152 13,897 13.849 14.275 11.852 9.040 2.385 +D+0.750L07 14,378 23.191 99.530 19.184 20.193 17,777 97,356 4,190 +La+0,60W+H 8.362 12.916 10.102 9,949 10.478 9,128 9,040 2385 +D+0.10E+H 8.362 12,196 10.102 9.949 10.478 9.928 9,640 2.385 +D+0.750Lr+0,750L+0.450W+H 10.472 16.152 13.897 13.849 14,275 91152 9.040 2.385 +D40.750L+0.750S-10 50W+H 14378 23.191 19.530 19.184 20.193 17.777 17.356 4990 +0+0,7 0L+0,750S+0. 2 0E+H 94.378 23.991 19,630 99.184 20,993 17.717 17,356 4.190 4 0 -460 +0, 0H 5.017 7.269 6.069 5.970 6,287 5.477 5,424 9.439 +0.60D+0.70E,+0.60H 5.017 1.269 6,061 5,.970 6.287 5.477 5.424 9.431 Only 8.362 12.116 10.902 9.949 10.41E 9.128 9.040 2,395 Lr Only L Only 2.813 5381 5.059 5.200 5,062 3.632 0,000 -01 S Only 52089.386 7,511 7,912 1.891 7,900 21.08E 2.406 W only Only H On8 Title Nock Une I You can change this area using the "Settino menu item and, then using the 'Printing Title Block' selection, Steel Column Project Title: Engineer: Proiect ID: Project Descr: @6 Steel sedion, pqles HSS40014 '800 ins 3,00 inA3 Width 4,000 in R xx 1,520 in Wait Thick 0,250 In zx 4,690 ioA3 Area 3,370 W2 I yy 7,800 ink4 C 6,560 in'13 weight 12,181 pf Syy 3,9DO inn3 R yy 1,520 in yc9 0 000 in 4,00in Loads are too enteredvWue, Arrows do not reflect absohAe direrMon Title Block Line I Project Title: You can change this area Engineer: Project ID: using the'Settings' menu it Project Desm and then using the 'Printing & Title BloW selection, Title Block Line, p*w 28 uL 20,15, � 1,, 344,1,3 Steel Column F#e-C,kUws%DOUGST-1��DOCUME-IT-NERCA-IRAN4t�il"E',,(%'..-' ENERCALC, WC, 1902015, OW46.151,24, Ver,,6,15124 Description Typical Stpei Coiumn to Beam FB -B (Max. Load 01-8j Maximum Reactions ........... Note: Only non -zero reactions are fisted, X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination ease Top Base Top Base k k 13,141 it *D+Lr+H it k 19,935 k +D+S+H it k 93,033 k +040150Lr,+0,760L+H It k 18,237 k +0,+0,750L+0,750S+H k k 16,810 k +040kGW+H k k 13,141 k +D40,70E+H k k 13.141 k +0+0150Lr+0,750L+0A504 ,+H It k 18,237 k +O,+0,750L,+0,750S+0-450W+H k k 16,810 k +0+0,750L,+0150S-45250F+H k k 16,810 k +0A0D460W460H k k 7,886 k +0,600-+0J0E40.60H k k 7,885 k D Only k k 13,141 k Lr Only It k 6,794 k L On8 k k k S Ontir k k 4,892 k w only k k k E Only k k k H Only k k k Maximum Deflections for Load Combinations Lira bin tinnMax, X -X De Distance Max. Y Deffection Distance 7� 0.0000 in U00 It OZO In 0, an It +D+L+H 0.0000 in 0,000 It 0,000 in OkDo ft +D+Lr+H UODO in 0.000 ft 0.00 in O. It +D+S+H UODO In 01000 It 0,000 in 0400 4 +M.750Lr+0.750L+H okow in 0.000 it 0.000 in 0,000 ft +0+0,750L-4750S+H 0,0000 in 0.000 it 0,000 In 0,000 it +0460w4H 0.0000 in 0,000 it 0,000 In 0,000 it +D-+0J0E+H 0,0000 in 0,000 It 0,000 in 0400 it +0+0.75OLr,+0.750L+0,450W+H 0.0000 in 0.000 it OkOD in 0,000 it +D+0150L,+0,7508+0A50W*H 010000 in 0400 It 0,000 in 01000 it +0+0,750L,+0,750S,+05250E4H 0.0000 In 0400 It OZO in 0,000 it +0.600+0e0W460H o,0000 in 0,000 it OZO in okoo It 4600470E460H 0.000 In 01000 It 0,000 in 0,000 It D Only 0,0000 In 0.000 It 0,000 In 0400 it Lr Only 04000 in 01000 It 0,000 in OZO it L Only 0,0000 11 0.000 ft 0.400 in 0,000 ft S Only 0,0000 in 0,000 It 0,000 In 0400 it V7 Only 04000 ill 01000 ft 0.000 in 0,000 ft E Only O,OOW in 0= ft O,OW in 0.000 it H Only 0,0= in 0,000 it okoo In 0a00 ft Title Block Line I Project Title: You can change this area Engineer: Project ID: using the 'Settings' menu item Project Descr: and then using the 'Printing Title BloW selection, Title Block Line A Ptr,,,eA 2SVi, ID34k,I Steel Column MIWMMAxi 6 + RWCtUsMOWGSF-I\DDCUME-1NERCA-1*UNNE-1,EC6 tt MWLim_yM§ ENERCAW, INC 1902015, Suftel!5,7,24, Ver6A6,W724 LoadCombination 6trass Ratio Statua Description Typkal Steel Wurnn Along Beam FB -B (Max, Load F131-13) Status Code References .. ... . ... .. *H . .. ... --------- Calculations per AISC 360-10, 113C 2012,WC EIC 2013, ASCE 7-10 0,00 it Load Combinations Used: ASCE 7-10 PASS 0,00 ft General Information 0,469 PASS Steel Section Name HSS4x4x1/4 0o-000 Overall Column Height 17,0 It Analysis Method: Allowable Strength +{)+Lr4-H Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns: Fy: Steel Yield 36,0 list PASS X -X (width) axis: E: Elastic Sending Modulus 29,000,0 ksi O,643 Un aced Length for X -X Axis buckfing =17 ft, K -- 1 ,O Load Corn timation: ASCE 7-10 0.000 Y -Y (depth) axis : 0,00 It +D+0,7501r+0,750L-4l Unr . aced Length for Y -Y Axes buckling - 17 ft, K = 1,0 Applled Loads 0.00 It Service ioads entered, Load Factors *0 be applied for caicWafions, ----------- Coiumn self weight included: 207,073 ins Dead Load Factor 0.00 it +0+0150L-0.750S,4+i AXIAL, LOADS_ , PASS 0,00 it Total DL & LU Axial Load at ITO ft, D w 12,934, LR 6,794, S 4.12 a 0,00 it DESIGN SUMMARY 0,469 PASS ending & Shear Check Results 0,000 PASS PASS Max, Axial+Bendinq Stress Ratio = 0J111 I Maximum SERVICE Load Reactions.. Load Combination +D+Lr+H Top along X -X O.O k Location of max,above base 0'0 ft Bottom along X -X 0,0 k At maximum location values are PASS Top along Y -Y 0,0 k Pa: Axial 19.935 k Bottom Wong Y -Y 0,0 k Pn I0 a Allowable 25.033 k PASS Ma -x . Applied O,O k -ft Maximum SERVICE Load Deflections, Mn -x I Omega � Allowable 8,425 k -ft Along Y -Y 0,0 in at O,Oft above base Ma -y: Applied O�O k -ft for load combination: Mn -y I OW: Allowable 8,425 k -ft Along X -X 0,0 In at O,Oft above base 0,281 PASS for lead combination: PASS Maximum Shear Stress Ratio= O,O :1 0,00 It Load Combination 0281 PASS Location of maxabove base 0'0 it PASS At maximum lowtion values are . Maximum Reactions Va: Applied 0, ,0 k Vn / Omega: Allows* 0,0 k Load Combination Results MIWMMAxi 6 + ndi tt MWLim_yM§ 9_hwLR 1 AL I LoadCombination 6trass Ratio Statua Location Stress Ratio Status Location *H 0.403 PASS 0,00 it 0,000 PASS 0,00 ft +0+L+1-1 0,469 PASS 0,00 it 0o-000 PASS 0.00 it +{)+Lr4-H 0111 PASS 0,00 ft 0,000 PASS 0,00 It +D+S+H O,643 PASS 0,00 it 0.000 PASS 0,00 It +D+0,7501r+0,750L-4l 0,651 PASS 0.00 It 0.000 PASS 0.00 it +0+0150L-0.750S,4+i 0,600 PASS 0,00 it 0,000 PASS 0,00 it +0+0,60W+H 0,469 PASS 0,00 it 0,000 PASS 0.00 it +0+0,70E+H 0,469 PASS 0.00 ft 0.000 PASS 0,00 ft -i0+0,750Lr+0,750L+0A50W+H 0,651 PASS 0,00 ft 0,000 PASS 0,00 it +D+0,750L�0.750S-+,0,450W+H 0.600 PASS 0,00 it 0,000 PASS 0,00 It +D+0,750l.+01505+0,5250E+H 0,600 PASS OW it 0,000 PASS 0,00 ft +0.50D+0«50 '460H 0,281 PASS 0,00 it 0,000 PASS 0,00 It -460D40,10E40A0H 0281 PASS O 00 it 0,000 PASS 0,00 it Maximum Reactions Note, Only non -zero reactions are hsted, X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ TOP @ Base Top @ Base k k 13,141 k Title Block Line I 5,381 k Project Title: 0.0 k You can change this area 9,386 k Engineer: Protect ID: using the "Settings" menu item 0,0 it project Descr: @ and then using the 'Printing & 0,0 k -ft '4?' Moment$ create Meer soil pressure at +Z edge, Title Block' selection, Title Block Line 6Pnn,,ea 28 JU VO, . ?Ahl Steel Base Plate -- - -------- . ...... ...... .. --- ------ -------- ---- File C:VJwSOOUGST-1�DOCUME-1\ENERCA-IMANNE-1 EC6 ENERCALC, INC, M3.2016, 804,615,7 24 Ver.6.15,7.24 Description: Base Pate at FB2-A (Niax, Cot Load) Code References Calculations per RISC Design Guide # - - - ----- -- 1, IBC 2012, CBC 2013, ASCE 7-10 ------ Load Combination Set: ASCE 7-10 General Information ...... . . ......... .......... Material Properties .......... AIS C Design Method Load Resistarrm Factor Design 0 c : LRFD Resistance Factor 0,60 Steel Plate Fy 3,G ksi Concrete Support fe U ksl Assumed Bearing Area: FuH Bearing -------- ----- Allowable Bearing Fp per J8 5,10ks! Column & Plate Column Properties Steel Sectlon : HSS 4x4x118 Depth 4 in Area 1.77 inA2 ....... .. . NO 4 in 1xx 4,4 1nA4 Flange Thickness 0,116 in lyy 4,4 in,14 Web Thickness 0 in Plate Dimensions Support Dimensions N: Length 10,0 in Width along *X* 36,0 in B: Width 10,0 in Length along 7 36,0 in Thickness 0,750 In Cohimn assumed weUed to base pate. -J� ''Applied Loads P , y L: Live--, 5,381 k Lr: Roof Live ... 0.0 k 8 : Snow --..-- 9,386 k W, Wind........ ...... 0,0 k E: Earthquake.--- ... 0,0 it H: Lateral Earth — 0,0 k * P' = Gravity load, *+� sign is downward, U k U k -ft U k 0,0 k-4 OrO0 k k -ft k 0 ,k p0,90,0 -ft 0,0 k 0,0 k -ft O,O k 0,0 k -ft 0,0 k 0,0 k -ft '4?' Moment$ create Meer soil pressure at +Z edge, "+" Shears push Pate towards +Z edge, 2,250 k 3560 k ISO in 2,0 l'O x + X +X kq +Z +Z Title Block Line I You can change this area using the 'Seftings* menu item and then using the 'Printing Title Block' selection, Steel Base Plato Description � Base Plate at F82 -A (Max. Col Load) 2GOVERNING DESIGN LOA Ejri n �umm tly Design WOW Load Resistance Factor Desiqn Governing Load Combination .1 2OD-�0,50L.1,60S.1,60H Governing Load Case Type Axial Load Only Design Plate Size 10"x 10"x Pu: Aidal—.,.— 32379 k Mu: Moment. U00 k -ft Load Comb.: +1.400+1.60H 23,281 k L9 "In 10,000 in Pu � Axial 17116 k Design Plate Height 10,000 in Design Plate Widib ____ 10.000 In A,,4'Qv dd6,vnHn,,,,,m ernq,zaod, 1j296,000 in -12 Al Plate Area I00.e00 mm2 A2: Support Area------ 1x296-000 in,12 sqrt(A7JAI 2,000 Dis ann n ainniatinn 3,100 in Vm 3,100 In on 1100 in X OkOO in42 Lambda —, ... 0,000 n' 0,130 in W *Lambda « ......... 0.000 in L = max(m, n, r .,.,,,1111 .1,.,111 3.100 in Load Comb.: +1.20D+O.SO1r»r+1.6OL+1.60N Ow Pu: Axial ..,. 23,281 k De6ii;n Plate Height 10,000 in Design Plate Width ......... 10,000 in txe, diffempt hv,'HIMNI 1.556 2 -In A1: Plate Area--- 100,000 mm2 A2: Support Area ---- ......... 1j296,000 in -12 sqrt(A21A1 ) 2400 Distapi for CalculLtIon Bending Stress OK _Moment m � . .......... 3.100 in Fp ; Allowable : 3,100 in X .........................«..... 0.000 inA2 Lambda . ............ 0.000 0,190 in n" Lambda ............. 0,000 in L = max(m, n, n") . ... ... ................ 3,100 In Project Title: Engineer: Project ID: Project Descr: 0 Fp: Allowatile.......... 1060 k8i File ENERCALC, WC, 1902015, SiekK47,24, Ver 6.15,7.24 Stress Ratio........ 01156 MU; Mex, Momm 1.556 2 -In to: Max. Sending Suess 11,064 ksi Fb . Allowable : 32,400 ksi Bending Stress Pride 0,341 Stress Ratlo--- Bending Stress OK fu: Max. Plate Swung Sirvo,— 0,324 ks! Fp ; Allowable : 3.060 ksi mln(0.85*fesqr9(A2/A 1), 1,71 fc)*Phl Sealing Stress Ratio 0,106 Bearing Stress OK "of Load Only, No Moment Fp: Allowatile.......... 1060 k8i fu: Max. Sparing Pressure 0,171 k Stress Ratio........ 01156 P1 0.076 Mmax = Fu * LA212 .... 0«822 k -m fb: Actual ---- -- 5,848 ksi Fb . Allowable—,-----. 32A00 list Stress Ratlo--- 0.181 Axial Load Only, No Moment 929milmo Fit : Allowable ...... . ... ................... 1OW ksi to: Vex, Bearing Pressure 0.233 Its! Stress Ratio 0.076 a&JqkmJLr_eLs_ea Mmax = Fu 0212-- .... 1.119 k -In to : Actual . ....................... 7,955 k Fb: Allowable ..... ---- ............... 32A00 ks! stress Ratio 1111., 0.246 Title Block Lyne I Project Title: You can change this area Engineer: Project 0: using the *Settings" menu item Project Des r: @ and then using the'Prinfing & Title Block' seledon, TitleBlock Line6_1111 Pfme d 2}s j'w"L X", � 5" r. AM File OW$w$kD0UGST-11iD0CUME-4415 Steel Base Plate NE C, INC. 1902D16, 800,15,72 4, Ver.6,163.24 Dedpfion Base plate at F82 -A (Max, of Load) Load Comb.: +1.20D+1.6OL+O.6OS+1.60H AKial Load Oi-aMMM kq@ "matriakIrnm Pu: Axial- 27,974 k Fp: Allowable ....... 3.060 ksi Des Plate ba ht 10.000 in to: *x, Bearing Pressure 0,280 ks! Desitin Plate Width ....... 10,000 in Sims 0491 W11 tv, "VfAver"I fro"m en ' y 4, 'pRnol *alw"v ?geJenLinqJresse; A1. Plate Area--..- 100,000 ie2 Mmax - Fu' LA212 — ........... 1,34 Wn A2: Support Area .... 1,296.000 in,,2 fb: Actual .....1.111 ........ — .... -- 9.558 ksi sqd(A21AI) 2,000 Fb: Allowable,,,,.,, ..... -- --- 32,400 ksi Stress Ratio ... 0.295 Distance for Mom * m' —11---11-11 3100 In .n. '* ................... 3,100 in X 0,000 in42 Lambda,.,. ............ U00 w --'— ...... — — 0.230 in W Lambda .,.. ..... ........ . .. 0,000 in L max(m, n, n") 3,100 in Load Comb. *. +1.20D+1.6OLr+O.5OL+1.60H Axial Load Only, No Moment jQ&ngegg Pu: Axial,....,... 17,362 k 3,060 ksi Deson Plate Hintiftt--- %000 in fu: klat Beading Pressure 0,174 ksi Design Plate Width ...... 10,000 in Stress Rado 0457 Wd"'I Al :Plate Area,--- 100,000 JnA2 Mmax = Fu ' L4212 ... 0.834 Wn A2: Sup portArea.-- ... 1,2%-000 int,2 to: Actual 5,932 ksi sqrt(A2/A1) ZODO Fb: Allowable 1111, ... 32,400 ksl $*as$ Dr tanfor nt r'A1nflqHnn 'M*- 3,100 In "n 3,100 in x 0.000 102 U00 n' 0,140 in W Lambda 01000 in L max(m, n, ...... 3,100 in Load Comb. «+1.20D+1.6OLr+O.5OW+1.60H Axial Load Only, No Moment Loain k4LinL%r1= Pu: Axid .. 141671 it Fp : Allowable 3,060 ksi Desilln Plate Hoht 10000 in fu: Max. gearing Pressure OA47ksi Des Plate Width --- 10400 in ftess Ratio ...1111 0.040 WW N" d'Wfi7;wsn'-' ftam en"e"v 'fpw"O"N-f a'�rqg "A'ed agaltnJingk r1gM At : Plate Area 1111.. 100,000 102 Mmax - Fu' L"212 ......... 0,705 Wn A2: Support 1,296,000 102 to: Actual ---- .... —, 6.013 ksi sqrt( A2/A1 2,000 Fb: Allowable--.,. ...... 32.400 ksl Stress Ratio OA65 Di t nr for ent Calculation M * ---11.111-1— 3.100 in ri, 3.100 In X ---- 0.000 JnA2 Lambda 0,000 If .' 1. 0.110 in W Lambda ....... ...... ..... 0,000 In L =max(in, n, n')— .... 3,100 in Title Block Line I You can change this area Steel Base Plate Description ; Base Plate at F82 -A (Max, Ccif Load) Load Comb.: +1.20D+O.SOL+1.60S+1.60H lgadiag n Pu: Axial 32,379 k Deson Plate He4ht......... 10,000 in Des4n Plate Width .......... %000 In W-2 be dldprenk�"- dpa""v ""'v"Y'nng us n' Lambda Al : Plate Area ...... 100,000 in A 2 Ate SupportArea 1, .000 in A 2 sqrt(A21A1 ) 2,000 Distan M t alculation m, M 3,100 In 3.100 In 3100 In x 0,000 inA 2 Lambda - -- ... HOO n',. ... 0,260 in n'* Lambda ....... 0,000 in L = maxim, n, n"),, ... ---- ..... 3,100 In Load Comb.:+1.20D+1-60S+0.50W+t60H Lq "din Pu., Axial 29,689 k Design Plate Hecht,...,.... 10400 in Design Plate Width . 10-000 in 6e'uiffem"fi fium f,pl'y if pa?Pal' tv"'If'rxy A1: : Plate Area 100.000 102 A2: Support Area . ..... 1,296,000 102 s" A2/A1 ) 2,000 Distance for Moment Calculation m 3,100 in n 3.100 in X. 0400 m1,2 Lambda 0.400 0.240 in n' Lambda 0.000 In L max(m, n, n"),,. .... 3,100 in L 0"M Pu : Axial 17,362 k Desiliin Plate Holt;ht— 10,000 in Design Plate Width ---, 10.000 in Al : Plate Area--, 100,000 jnA2 A2: Support Area .... 1,296.000 jnA2 sqrt(A2/Al) 2,000 ist fortM m, 3.100 In n 3.100 In x 0.000 mm2 Lambda 0.000 if -'-- 0.140 in n! Lambda ...... 0,000 In L max(m, n, n"),., .... --1-1-11— 3,100 In ftgtio "r o' AllowabI p: Allow "b to * Max, Sea" Pressure strass Ratio .... . . a&_knA_injkrAW Mmax = Fu * LA2 / Stress Ratio Ony—M-1 Fp � Allowstile ........... .......... Seating Pressure stress Ratio a Plate ?NkSend � fb: Actual � ............... Stms Ratio— .... fu: Max, Deering Pressure Wass lb: Actual Fb: Allowable-- Profect ID: H JI 20�5 "Al"A ati\PLXNRE-1.EC6 &%7.4Verfi,1612'4 i Axial Load Only, No Moment 3,060 ksi 0,324 kSl 0.106 1,556 k -In 11,064 ksil 32400 list 0341 Axial Load Only, No Moment Axial Load Only, No Moment Title Block Line l Project Trite: You can change this arean tnerx using the 'Settings' nu item Pro t Descr: and than using the 'Printing Title Block' selection, Steel Base Plate Fl MmOO '3 wn, 4t ndi{q, vi ^fiiA e: ENEX rm1 „_ . Ut_ -'S1 NERGA-1\PLANNE i« C INC 1902015, Eak ;5,151,24, V ,15114 Description : Base Plate at F82.A (Max, Col Load) Loi Comb.:+1.20D+0.60L+0.50S+W+1.6OH Axial Load Only, No Moment In rrr Pu: Axial ,,. ,..0 22.055 k p : Allowable , .....n .. ..,...,.. Design Plats Hecht_ ...... %000 in in : Max, Sparing Pressure Design Plate Width ...,..... 10400 In Strass Ratio ,.. 'A b* i<".`�'$q°}„ 6r ", e, qt t v` ,F`4 {Y rFlei; ,g Ux,''.�.'xd. r p X 3 t di Al , Plate Area_ 100,000 in'12 Mmax # Fu * LA2 t 2n.,,...+,...,,.„.. A2: Support Area ........ e,...e... 1,296,000 in"2 lb: ......... sgrq A2/A1 y 2, Fb , Allowable .. ..x......,..... strass Rath .... Car ance for Moment lculatio * 3,100 In a si # ,s..,,,,.,,.x.+.n»..,.. 1100 In ..«,x...�n,nr.re..,,....v.,a«..a W2 Lambda xa«...+vvv,axn<r, r,rv♦ }tit. 0» n'. .... _r.+,.aria.. «+..r,..»,r,sxx+..+ 0.180 In n` *Lambda ... 0,000 in L m max(m, n n) .....,,.» ,,+.,,. 3,100 In Load Comb.: +1. +Owl + .. 0 .6 grfn° Pu: Axial -......,. 19.239 k Fp: Allowable Design Plate Height .,...».«, 10,000 in fu: Max. gearing Pressure Design Plate 10. In a...._ . ross RatioYOY& {tereaa so y inPWiPPt Al e Plate Area_.. 100,000 k1"2 Mmex - Fu * Lx212 A2: Support Area.....«,,.r»n. 1,296,000 rnA2 lb : rl(A2fl) Z000 Fb . Allocable e,,.p,„��r,,,,,,,,,,,,,,, Stress G/rs... n t M t tcu ton * 3.100 In n ................«..,. 3.100 in X ..e................x.a„«,..,. 0,0001nA2 Lambda ,s...« . .......... 01000 n” » 0.150 to W ° Lambda .. 0,000 In LWnax(m,n, n") ....e. .«. . 3.100 In Load Comb.: +0,+ + . Load!+te §Beg } y s Pu: Axial ......... 11.003 k Fp: Allowable « < Design Plate Hecht .r....... 10.000 in fu: kbx. Searing Pressure Design Plate ..+,..... 10» in Stress Ram �}}Width ,Vd! J,r$tede Yia 1. *y.fir#n_61,`,aod g t. $...� k8 air: tiww Al e Plate Area,,...,.,. 100,000 inA2 Mmax = Fu * Lx2 t 2 ................ A2. Support «.,.....,.,x.... I ,296400 inA2 fb .Actual .,.,.,.., ssrlrt(A2/A1) 2,000 Fb , Allowable_- Stress, y1�v 5s an t4A #T(. tielp l 5i S ![ m # ..................... 3100 in .10ti in �( X..»........__......... v.,.....,..+... ff�� a"y 0.0 00 rnA2 Lambda ... _...«a..e,....., U00 n`.,...«..,.ar........................... 01080 in L maxim, n, 0 x,«,n..,. ......,. 3.100 in Protect l: '3 wn, 4t ndi{q, vi ^fiiA e: rm1 „_ . Ut_ -'S1 NERGA-1\PLANNE i« C INC 1902015, Eak ;5,151,24, V ,15114 Axial Load Only, No Moment 3,060 ksr 0,221 ksl 0,072 1.060 k4n 7,536 ksr 30p2. 00 kksr O Axial toad Only, No Moment Axial Load Only, No Moment t Title 81cck Line 1 You can change this area using the "Settings" menu item and then using the 'Printing Title Bled°" selection, Title Block Line _. �. , .. _. ,._ .-... ......... .... . ..... Base Steed.o►<< to f Description: Hese Plate at 82-A (Max, Col Lead) Loi Comb.: a LQZ[1OQ u : Axid —...... 11.003 k Deson Plate Hetht ...,.,,,. %000 in Design Plate Width .......... %000 in $ r`: zv Vk {ase`# ki n ,. $' x' Al : Plate Area ........ 10D,000 102 A2: SupportA ...............<.. 1,2K000 02 Al ) 1000 Di t r Mo n aicu! ion 3,100 in n ................. 3.100 In .............................. O.000in^2 Lambda ..................... 0,000 n' ........................................ 0.080 In W ° Lambda . ......... O'WO in L rnax(m, n n") ,......,, 3.100 in 9wAn_q3Lf %M N,, Max, Staring Pressure stress ism 15124 Axial Load Only, No Moment 3,060 ksl 0.110 ksl 03 Ogg k -in 3.760 ks! 32,00 ki 0,116 T*block Line I You can change this area using the 'Settngs* menu item and then using the "Printing & Title Block* selectlom IMMM Description . Pad Footing Code References N01,191-',201 CBC2013,ASCE7-10 Load Combinations Used: ASCE 7-10 General Information Material Properties fc Concrete 28 day strength S. ksi Reber Yield m 60,O ks! : Concrete Elastic Mrt&us 3,12Z0 ksi Concrete Density 145,0 pct (p Values Flexure 0,90 Shear 0,750 Analysis Settings 0,0 If Min Steel % Bending Reinf. Min All % Temp Reinf, O.00180 Min, Overturning Safety Factor 1.0:1 tin. Sliding Safety Factor 1.0:1 Add Fig Wt for Soil Pressure Yes Use fill *44 for stability, rroments & shears Yes Add Pedestal N for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis 3,833 It Length parallel to Z -Z Axis 1833 it Footing Thicknes 12 in D Pedestal dimensions- px parallel to X -X Axis 0.0 in parallel to Z -Z Axis 0,0 in eight 0,0 in Rebar Centerilne to Edge of Concrete., at Bottom of footing 3,0 in Reinforcin Bars parallel to X -X Axis Number of Sam 5 Reinforcing Bar Size If 4 Bars parallel to Z -Z Axis Number of Bars 5 Reinforcing Bar Sla m# 4 Project Title: Engineer: Proiect ID: Project Descr: (@ PnMr"J' 28 JUk ME Soil Design Values Allowable $61 Beannp 2,0 ksf increase Bearing By oofing Weight No $oil Passive Resistance (for Sliding) 2%0 pcf Soil/Concrete Rction Coeff. 030 Increases based on footinp Depth C Footin base depth be ow soil surface 0,0 It Allowatle pressure increase per foot of deptl= OO ksf when fooling base Is Wow 0,0 If increases based on footing plan dimension Allowable pressure increase per foot of dept 0, 0 ksf when maximum length or width is greater* 0,0 it F7, , 7 ........... ria j BandWdth Distribution Check (ACI 15AA1) Direction Requiring Closer Separation 'X # Bars required within zone has F7, , 7 ........... ria j BandWdth Distribution Check (ACI 15AA1) Direction Requiring Closer Separation n1a # Bars required within zone n/a # Bars required on each side of zone n/a APP ...... ... . -1 D Lr L W E P: Column Load 13,544 0.0 0;0 6�794 0,0 4,892 0,0 0.0 0,0 0.0 0,0 0,0 k 0,0 ksf 08 : Overburden 0,0 M -x _0,0 H 0.0 0.0 010 0,0 0,0 0,0 0,0 0,0 0.0 0,0 0,0 k -ft U k -ft M-zz V -X 0.0 0,0 0,0 0,0 0,0 0 0 0,0 010 0,0 0,0 0,0 k 0,0 k V -z 0.0 0.0 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the *Setfings' menu item Project Descc and then using the "Printing & Title Block' selection. Title Block Line 6 28 J',A, 2015,� S WM .... .... .. Fft CkUwslOOUC1iDOCUME-1�ENEfCA-IlPtANNE-1� General Footing ENR CALC, WC, ISBND15, SUMA 15124, W6,15,7,24 Description : Pad Foofing DESIGN SUMMARY In. Ratio Item Applied Capacity Governing Load Combination PASS 0,8315 Sell Bearing 1.663 ksf ZO ksf +040,750L+0,750S40.6250E+H about Z - PASS n1a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS, n/a Overturning - Z -Z 04 k -it 0,0 k -ft No Overturning PASS We Sliding - X -X 0,0 k 04 k No Sliding PASS n/a Sliding - Z -Z 04 k 0,0 k No Sliding PASS n/a Uplift 0,0 k 0.0 k No Uplift PASS 0.360 Z Flexure (+X) 3.696 loft 10,266 loft +1.2010+1. 0L+0.50S+1.6011 PASS 0.360 Z Flexure (-X) 3,696 k -ft 10,266 k -ft +1,20D+1,6OL40,50S+1,60H PASS 0,360 X Flexure (+Z) 3.696 k -ft 10266 k -ft +1.20D+1S0L+0,50S+1 A01-1 PASS 0,360 X Flexure, (2) 3,696 k -ft 10,266 kA +1,20D+1,60L450S+1,60H PASS 02608 1 -way Shear (+X) 21,429 psi 82,158 psi +1. 0D+1.60L,#0,50S+1A01-1 PASS 02608 1 -way Shear (-X) 21,429 psi 62.156 psi +1 20D+1.60L+0,50S+1,60H PASS 02608 1 -way Shear (+Z) 21.429 psi 82,158 psi +1 20D+1,60L450S+1 A01-1 PASS 01608 i-way Shear (-Z) 21,429 psi 82.158 psi +1 200+l,60L+0,50S+1,60H PASS 0.5332 2 -way Punching 87,612 psi 164,317 psi +1,200+1.60L+0,50S+1,601"1 Detailed Results . . ......... . . ......... .... .. ............ ....... . ... "gir-ise Rotation 1e & ___ . .. .... aciul $",611' vin Actual I Allowable Load Combination... Gross .. Allowable ............... Xecc Zerx; Bottorn, -Z _'Ratio", X -X, +D+H 2.0 n/a 010 1,067 1,067 viiia n1a 0,1534 X -X, +D+L+H ZO n/a OD 1,529 1.529 No n/a 0,765 X -X, +D+Lr+H ZO n1a 0,0 1,067 1,067 n/a n/a 0634 X -X. +D+S+H 2,0 n/a H 1,40 1,40 We n1a 0,700 X -X, +0+0,750Lr,+0,750L+H X -X, +D+0,750L+0,7505+H ZO ZO n/a No 0,0 0,0 1.414 1,663 1. 14 1,663 n1a n/a Na n/a 0707 0,832 X -X, +0. -1 ZO of 0,0 1.067 1.067 n/a n/a it 5,34 X -X, +0+0,70E -+H ZO n/a 0,0 1,067 1,067 n/a W 534 X -X, +0+0,75OLr,+0,75OL44A50W+H ZO n/a 0a0 1,414 1.414 n/a We 0307 X -X. +D+0,7S0L+0,750S+0A50W+H 10 n/a OD 1°663 1.663 No n/a No 0332 0,832 X -X, +D,+0, 50L+0. ZO X -X, +0,60D+0,60W40,60H 2,0 n/a We 0.0 0,0 1,663 0.6401 1,663 0.6401 n/a n/a We 0,320 XX +0,60D,+0.70E,+0,60H 2,0 NO O. 4Z401 0.6401 n/a n/a 0,320 ZZ +D+H 2,0 0,0 n/a n/a n/a 1,067 1,067 0534 ZZ, +D+L+H ZO 0,0 n/a n/a n/a 1.529 1,529 0,765 ZZ +104U+H 2,0 010 n/a n/a n/a 9,067 1,067 O534 Z -Z, +D+S+H 10 0.0 n/a n/a n/a 1,40 1.40 0,700 Z -Z, +D+0,75OLr+0,750L+H 2,0 0,0 0,0 nia n/a n1a n1a 1,414 1,414 1.663 1 0,707 0,832 Z -Z, +0-+0,750L-t0,750S+H ZZ +D+0,60W+H 2,0 2,0 ok n1a n/a n/a n/a n/a xW3 1.067 1,067 t 34 Z -Z, +D-+0,70E+H 2,O 2,0 0,0 0,0 n/a n/a n/a n/a n1a n/a 1,067 1.067 1 A14 1,414 0,534 0.707 ZZI +D+0,750Lr+0,750L+0A50W+H Z -Z, +O,+0J50L+0750S-0A50W+H 2,0 0,0 n/a n1a n/a 1.663 1,663 0,832 Z -Z, +D+0,75GL40,750S-+05250E+H 2,0 2,0 0,0 0,0 n/a n1a n/a n/a n1a n/a 1.663 1. 0,6401 0.67101 0,832 0320 ZZ +0,60046011460H Z -Z, +0.60D+0.705+0: 0H 10 0,0 n/a n1a n/a 0.6401 0.6401 0320 Overturning Stabft ............ ... . ...... Raiaiion Aida' Load Combination....... ... ......... ....... Orr! Moment Resisting"!" Ratio Status Footing Has NO Overturning All units k Sliding Stability Force Appileation is Load Combination... 8114in Force Resist Force---- Sliding PfetyRatlo Status Title Block Line I Project Title: You can change this area Engineer: Proiect ID: using the 'Settings! menu item Project Desm and then using the *Printing & Title Block' selection, Title Block Line 6 General Footing He* C�tUsmiDOUGST-1�DOCUME-I%NERrA-ITtANNE-1,E ENERCALC, INC, 1902DIS, Ud,,6,15124, ..t .i.24 Description: Pad Footirq F81-13 Footing Flexure Flexure Axis & Load Combination Me Which Tension Q As R4d Gvm. As Actual As Phrm" $tatus k-ft Side Sol or Top? InA2 1,A2 jnA2 ...... ......... k-ft X-X, +1 A0D+1,60H 2.370 +Z Bottom 0,2592 Min Temo % 0,2609 10,266 OK X-X, +1,40D+1,6011 2,370 -Z Bottom 0,2592 Min Tema % 02609 10266 OK Title Block Line I Project Title: You can change this area Engineer: Prefect ID: using the 'Settings' menu item Project Descr: 30 and then using the 'Printing & Title Block' selection, Title Stock Line 6 P� 2 13 "U, L ed'M S 9 � AM, . ......... ------ ... .... Re= C�,UwsWUG$T-IWCUME-ITNERCA-1�PLANNE-1E General Footing ENERCAM WC. 1983-2016, SuM.415.7,24, Ver&15.724 M MMMM= Title Block Une I You can change this area using the *Seftings' menu it and then using the 'PrInfing Title Block' selection, 11 Description : PadFooting Project ID.- Olyl Rim,, (, 28 JUk 2615, 9 1841 Punching Shear............is ............. -, k Load Combination— vu Phl*Vn vu I MIND Status +1.40 +1,60N $6,183 o 164,317osi 03419 OK +1,20D+0,50Lr+1,60L+1,60H 80,365 os i 16017osi 0.4891 OK +1.2070+1A01.450SA601-1 87,612 osi 164,317osi 0.5332 OK +1.20 +1.60Lr*0,SOL+1,60H 56.222 os i 164,3170si 0,3543 OK +1,20D+1kOLr,+0,50W+1,60H 45.156 mi 164,317r)si 0.2931 OK +1 .20D,+0,50L+1,60S+1,60H 61.413 os� 164,317osi 0.4955 OK +1,20D+1 A0S,+0,50W+1,60H 71.346 isi 164,31 os 0,4342 OK +1.20 +0,6OLr+0.60L+W+1,60H 58,222 ops i 164317osi 0,3543 OK +1,20D-45OL+0.50S+W+1,60H 65,469 Dai 1643170>si 0,3984 OK +1,20D-+0,50L+0,20S+E+l AN 61,121 Osi 164,317Dsi 0,372 OK +0,90D+W490H 36,117 osi 164,317t)si 0,2198 OK +0.90D+E+0,90H 36,117 ;.psi 164,317m 0,2198 OK Title Block Line 1 You can change this area using the 'Settings* menu item and then using the 'Printing Title Block" selection. General Footing Emm ME Code References Calculations per,ACI 318-11, IBC 2012„ CBC 2013, ASCE 7-10 ..._. Load Combinations Used: ASCE 7-10 General Information Project ID: 3 go Material Properties Soil Design Values f c : Concrete 35 day strength 10 ksi 60,0ksi Allowable Soil Bearing - .0 ksf No Rebar Yield IncreaseBearing By F ing Weight : Concrete Mastic modulus - 3,12Z0 ksi Soil Passive Resistance (for Sliding) 250,0 pcf Concrete Density = 145,0 pcf Soil/Concrete Friction Coeff, - 3.30 Values Flexure 0,90 Shear Analysis Settings - 0750 Increases based on footin Depth Footing base depth �ow soil surface f3.D fl Min Steel ° Bondi Rinf, Bending Allowable pressure increase per foot of depti= 0.0 ksf Min Allow % Temp Reinf. 0.00130 when footing base is befog - 0,0 it Min, Overturning Safety Factor 1.0 :1 Min, Sliding Safety Factor - 1. :1 Increases based on footing plan dimension Add Fig tit for Soil Pressure Yes Allowable pressure increase per foot of dept 0,0 ksf Use ftg rat for stability, mornents & shears 'Yes when maximum length or width is greaten 0,0 If Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X_X Axis - 3.533 ft Length parallel to Z -Z Axis 3.333 ft Footing Thicknes 12 in nsis,....m.rix Pedestal dimensions- fax; parallel to X -X Axis - 0,0 in PZ : parallel to Z -Z Axis0,0 _ I"i in 0.0 # i ht in rn Rebar me line to Edge of Concrete.. i at Bottom of footing 3,0 in t einforO1 ° " « as Bars parallel to X -X Axis Number of Bars Reinforcing Sar Size _ # Bars parallel to Z -Z Axis Number of Bars Reinforcing Bar Sla 5 4 m R 1 Bandwidth Distribution Check (,ACI 15AA1l .` .w ,.. � ....,,µ u,.... . , µ .Mr.m- ,. w Direction Requiring Closer Separation gala Bars required within zone n/a If Bars required on each side of zone We fted Load,,,., .., Lt... L W, ------ P: Column Load 7368 0,0 13101 0,0 0,0 0,0 D t1 OB , Overburden _ 0,0 0,0 0.0 tial 0,0 0.0 0,0 ksf -xx 0,0 0,0 0,0 0,0 0,0 0.0 O.O 0 M -ZZ 0,0 0.0 0,0 0,0 0,0 0.0 0, k -ft V•x 0,0 0.0 0,0 0,0 0,0 0.0 0.0 k V -Z 0,0 0,0 0,0 3.0 0,0 0,0 0,0 k DESIGN Siy° € * Ratio item Appliedckyy Governing Load Combination PASS 0,7625 Steil Bearing 1,565 ksf .. 2,0 ksf D L+H about Z -Z axis PASS nia Overturning - X -X 0,0 k -ft 0.0 k -ft Na Overturning PASS n/a Overturning - Z -Z 0,0 k_ft 0.4 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PAS n/a Sliding w Z -Z 0.0 k 0.0 k No Sliding PASS nia Uplift 0.4 k 4,4 k No Uplift F)ASS 0,3687 Z Flexure (+-X) 1765 .g 14,266 k¢ft +1.20045OLr+1 A0L+1.60F1 PASS 0.3667 Z Flexure (-) 3.765 k•ft 14,266 loft +1,20+0.50Lr+1.60L+1:60 PASS 43667 X Flexure (+Z) 3,735 kmft 14,266 k -ft +1. 0D+4. 4Lr+1.60L+1.60H PASS 4.3667 X Flexure (Z) 3.765 k -ft 10.266 k -ft +1,20D+4.50Lr+9,60L+1,60H PASS 41679 1_ ay Shear (+X) 21.946 psi 621513 psi +1,20 +0.54Lr+1,60L+1,60H PASS 0.2671 1 -way Shear (-X) 21.946 psi 62,153 psi +1.20i3+0.50Lr+1,60L+9. 0H PASS 4,2671 1 -way Shear(+Z) 21.446 psi 62156 psi +1,220D+OMLr+l.64L+1,601~1 PASS 0.2671 1 -way Shear (2) 21,946 psi 32,156 psi +1.2t1U+0,54Lr+1,60L+1BOH PASS 0.5461 2 -way Punching 34,726 psi 164317 psi +1.20D+0,54Lr+lA01-+1.60F1 Detailed Results Soil Bearing RotaUon Axis & ActualSollBeadn qtr tiiai ii bie prrtbina an ....,, . , Gro_Allowable_ _... X . _ ., , Z.. _ _,. Snttarn,. ...._ 7e � � �..,... ��}}.�f i{�d{ Le 3 ..,, q.. iii#StA +X .. .... .. ..... _ �py9 e t1�t� s X-X, +13 2.0 n% 0.0 0.6737 0,6737 n1a nia 0,337 -X. +17+L+H 2.0 We 0.0 1.565 1 Z65 nia n/a 0,78 X -X. +U+l r+H 2.0 n/a 0.0 0.6137 0.6137 No nia 3.33 -X, +D+S+hf 2,0 nla 0.0 0,6737 0.6737 nia nia 0q 337 -X.+10+0.7 0Lr+0,750L+H 2, n/a 0.0 9.343 9,343 nia n/a OA672 X -X, +D+0, 0L+0. S 6 2,0 n/a 0,0 1.343 1.343 nia n/a is 61-2 -X, +43+'4,60W+H ZO nia 0.0 0,6137 0,6737 nia nia 0,337 X -X. +D.+0,70F+H 2,0 n1a 0.4 4.6137 0,6137 nia nia 0,337 X -X, +L1+0,754Lr+0.750L40A50W+ 1 2,4 nia 0.0 1.343 1.343 We nia t'3„672 X - X, +0+0.75 L+4.750S+0,4 0W+ti 2,0 n1a 010 1.343 1343 nia n!a OV2 X -X. +0+0.754L+4,750S+0.5250E+H 2,0 n/a 0.0 1,343 1,343 nia n1a 0,67 X-X,-+0,64D+0,60W+0,60F1 2.4 We 4,0 0.4442 0,4042 nia nia 0.202 X - X. +4.60D++0.70E+0.60Fi ZO We 0,0 0.4042 0,4042 nia nia 0,202 Z -Z, 2.0 0,0 nia n1a Iva 0.6737 4.6137 0,33 -Z, +D+L+H 2,0 0,0 nia We n1a 1,565 1.565 0,783 Z -Z, +D+Lr 2.0 0.4 nia nia nia 0,6737 0,6737 O 337 ZZ +H 2.4 0.0 n/a nia nia 4,6737 0.6737 3£.33 Z -Z, +D-475OLr+0,7 0L*H 2.0 0.0 nia n1a n1a 1343 1,343 0,67' 7-7- + 1+01.750L#0,750S+ i 2.0 0.0 n/a nia rda 1.343 13343 OV2 Z -Z. +0,60 +H 2.0 0.4 nia nia nia 0,6737 0.6137 0,337 Z- .„ + 1+0,70E+ki 2,0 0.0 nia nia nia 0,6737 4,6737 3.337 Z-Z.+D40,7 0Lr+0,75t3L+0,4 i+H 2.0 0.0 nia We n1a 1.343 1,343 0_672 ZZ +Q+0, 50L i.750S40,450W'+H ZO 0,0 n/a n/ 'a 1,343 1.343 O3 672 Z -Z, +D+0.750L+0,750S+ i.5250E+H 2,0 4,0 n1a n1a nia 1.343 1,343 0,672 Z -Z, 460046OW-460k1 2,0 010 nia nia No 0.40142 0,4442 0,202 Z -Z, +0.60 +0.70E+0.60H 2,0 0.0 n/a nia rva 0,4042 0.4042 0,202 Overtuming Stability LoadCombination... ._ ,_.�, _ ... _ _a. ......._... . . .. ............. . . .._. _ . . ,. , .m Overtarnin moment _ , .._. ........ .. ., ,..._ , e +eaieiin 1cs nt .., ,.. �. S bil�y� satin status ._...... .......... Footing Has NO Overturning Sliding Stability All unfits a Force Application Axle Load Combination- . Sii In Farca �eaiatin Fare Sliding Sa i2atin etas -11--_1. .._..... _� . ... __� Footing Has NO Sliding Title Block Line I You can change this area MUMMA General Footing hm, Proiect D: (@ Pt ,_c', 28j 5 22AIII Desvipton : Pad Foatinq F82-8 Footing Flexure M Flexure Axis & Load CombInation Me Which Tension As Req'd Gvm. As Actual As PhPMn sutus .............. . . . kide ? -ft S . ...... Sot or Top ? i,12 n W2 JnA2 ............ . k- ft X -X, +1,400460H 1,359 +Z BOUorn 0,2592 in TeRID % 0,2609 10,266 OK U. +1,40D+1,60H 1.359 1 Bottom U592 Min Temp % 0.2609 10266 OK Title Block Line I Project Title: You can change this area Engineer. Proiect ID: using the "Settings" menu item Project Descr., @ and then using the *Printing & Title Block* selectiom Title SW Line 6 Pfrl;C1 2`8 JUL File - C,kUsmOOUGST-IOOCUME-IkSNERCA-I\PLANNE-1,EC6 I I General Footing ENFERCALC, INC, 19SX20A WW$16,724, V66,157,24 Description: Pad Fooling Ftp -B Footing Flexure Load Combination.. VU -X vu +X vu -Z vuP -t+Z Vu:Max hi Vn P Vu I hlVn Statu s +1 AOD+1 AH U81 osi 7A1 osi 7, los! iiil t�i 7A81 ost 82,158 esl 0.09593 OK +1,20D,+0.5OLr+1.60L+1,60H 21,946 osi 21,946 os! 21,946 osi 21 946 osi 21,M osi 82158 osi 0,2671 OK +1 ZD+1,6OL4U0S+1,60H 21 946 psi 21,946ps! 21 A46 Del 21146 Dsl 21,946 osi 82,158 osi 01671 OK +1 .20D+1,6OLr+O.SOL+1,60H 11503 osi 11,503 Dsi 11 M3 Dsi 11,503 os! 11 M3 Del 82158 osi ON OK +1,20D+1,6OLr+O.50W+J SH 6155 mi 6755 ost 6755 Ds! 6,755 osi 6,755osi 82,158 Dsi 0,08222 OK *1 00+0.501.41,60SA MH 11,5030st 11 S03 osi 11,503 hat 11,603 osi 11,503 DSi 82158 Dal 0,14 OK +1,20D+1,60S+0,50W+1,60H 6155 osl 6755 osi 6755 osi 6755 osi 6,755 osi 82,158osi 0,08222 OK +1 .20D45OLr-450L+W+1,60H 11,503 Dsi 11,503 D$i 11,603 psi 11503081 11,503 Dsi 81158 os! 0,14 OK +1 20D+0,5OL450S+W+1 40H 11,503 osi 11 M3 psi 11,503 osi 11,503 Dsi 11 M3 osi 82,158 o6i ON OK +1,20D-45OL40,20$+E+1 AH 11.503 Ds! 11,503 osi 11,503ost 11,503 osi 11,5030 82A58 osl 0.14 OK 490D+W+M0H 5,067 osi 5,067 osi 5,067 Dsi 5,067osi 5,067 osi 82,158 esit U6167 OK +0,9004-E-I,04H 5.067 091 5D67 osi 5,067 osi 5,067os! &067 osi 82.158 osi U6167 OK Title Block Line I Project Title; You can change this area Engineer: Protect ID,, using the 'Settinge menu itern Project Descr. @ and then using the 'Printing & Title Block" seleclion, Title Block Line 6r NH, He CI\ Xeem0OUGST-OXUME-1IN General Foofing ENERCALO, WC, 1963-2015, Suft6,163,24, VOO.15,724 DeSCOption: Pad Footing F82-8 Punching $hearA-0- ----- --- --- ---- u I ni I is Load Combination... vu Ph*vn l vu I phl*Vft Status +1.40t +1.60Fi 32,223 osi 164,317Dsi 0,1961 OK +1.20 +0,5 Lr+9.60L+I 40H 89,728 DSi 164,317,,,)si 8.6461 OK +1,20D+1ML+0,60S+1.60H 89.728 ,,)si 164.317osi 0,5461 0 K +1,200+1.6DLr,+0.50L+1.60H 47,028 psi 164,317osi 0.2862 OK +1,20D+1MLr,+0,50W+1,60H 27,62 mi 164317osi 0,1681 OK +1I0 4 OL+1.60>+1,60 47,028 osi 164317osi 0,2862 OK +1,20 +1.60 +0,50W+9MH 27,62 o 164317DSi 01681 OK +1,20D+0Z0Lt40,50L+W+1,60H 47.028 osi 164,317Dsi 0,2862 OK +1,20D-+0b0L450S+W+1,60H 47,028 zisi 164,317DS 0,2862 OK +1 20D+0,50L420S+E+1.60H 47,028 Ds= 164.317osi 0,2862 OK 40,90D+W+0,90H 20,715 W 164317usi 0,1261 OK 490D+E+0,90H 20,715 isi 164,317psi 0.1261 OK Title Block Line I Project Title: Soil Design Values You can change this area Engineer: Protect 0: 014q� using the "Settings' menu item Project Descr: fl: Yield and than using the 'Printing Increase Bearing , calling Weight Title Block' selection. 3,122,0 ksi Sell Passive Resistance (for Sliding) Title Block Line 6 Concrete Density P'ntiW 2c� "I'A 20� S' 9 2,5,01 .......... - General Footing 0,30 ....... .. As--, F4= C,,qlws\DOUGST-lkDXUME-1\ENERCA-IRANNE-1,E,Q 0,90 ENERCALCINC.19n2Ql6,BuDd,6,15.7,24,VOC6.15,7,24 Description: Pad Foofifig Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used * ASCE 7-10 General Information Material Properties Soil Design Values fc : Concrete 28 day strength 3.0 ksi Allowable Soil Bearing 2,0 ksf No fl: Yield 60,0 ksi Increase Bearing , calling Weight ?cReber Concrete Elastic Modulus 3,122,0 ksi Sell Passive Resistance (for Sliding) 2%0 pcf Concrete Density 14&0 not Soil/Concrete Friction Coelf. 0,30 Values Flexure 0,90 # Bars required on each side of zone Shear Analysis Settings 0,750 Increases based on lootingw Depth 0.0 Min Steel % Bending Reinf, Foofin base depth beosoil surface All able pressure Increase per foot of deptl= If 0,0 ksf Min Allow % Ternp, Reinf. 0,00180 when footing base is below 0,0 it Min, Overturning Safety Factor 1,0 :1 Min, Sliding Safety Factor 1,0-1 Increases based ondimension Add Ftg M for Soil Pressure Yes Allowable pressure foot of dept;z 0,0 ksf Use ftg wt for stability, moments & shears Yes when maximum length or width is re ter 00ft Add Pedestal Wt for Soil Pressure No 0,0 k OB : Overburden Use Pedestal wt for stability, mom & shear No 0,0 0,0 Dimensions 0,0 0,0 ksf M-Xx Width parallel to X -X Axis 3,833 ft 0,0 0.0 0,0 Length parallel to Z -Z Axis 3,833 If 0.0 0,0 k -ft M-zz Footing Thicknes 12 in 0.0 ....... 0:0 00mmuzurm px parallel to X -X Axis 0,0 In pz parallel to Z -Z Axis 0,0 in r ht 0,0 in 'et Reber entedine to Edge of Concrete., at Bottom of footing 3.0 in frrorrr Bars parallel to X -X Axis Number of Sets 5 Reinforcing Bar Size # 4 Bars parallel to ZZ Axis Number of Bars 5 Reinforcing Bar SO # 4 . . .... . ..... .... I ... .. .. ... .... . ... .......... .. . . J- Banchaldth Distribution Check (ACI 15,441) Direction Requiring Closer Separation rola # Bars required within zone rola # Bars required on each side of zone nla A p�bad �n! D Lr L W E H P: Column Load 7375 0.0 12,314 0.0 0,0 0.0 0,0 k OB : Overburden 0.0 0,0 0,0 0,0 0,0 0,0 0,0 ksf M-Xx 0,0 0,0 0.0 0,0 0,0 0.0 0,0 k -ft M-zz 0,0 0.0 0,0 0:0 0,0 0,0 0,0 k -ft V -X 0,0 0:0 0 0,0 0,0 010 0,0 k V -Z 0.0 0,0 0,0 0,0 0,0 0,0 0,0 k Title Block Line I Project Title: You can change this area Engineer: Project ID: 4106 using the 'Settings' menu item Project Desa: and then using the 'Printing Title Block' selection, Title Block Line 6 Pnn,,md 2 R, R ,4'25,W' File - QWSMTOUGST�1WCUME-Ibt 0 [Xikit - General Footing ENERCALC,iNC,IN3-2015,BdW,,6,15.7,24,Ver,6.15,,7,24 DESIGN SUMMARY Gross Allovable Xecc Zeoc Bottom, -Z Top, +Z,, Min. Ratio than Applied Capacity Governing Load Combination PASS 0,7425 Soil Bearing 1.465 ksf 2.0 k +D+L+H about Z -Z axis PASS n/a Overturning - X -X OL k -ft OD k -ft No Overturning PASS his Overturning - Z -Z 0,0 k -ft 0,0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0,0 k No Sliding PASS n/a Sliding. Z -Z 0,0 k 0,0 k No Sliding PASS n/a uplift 0,0 k O,O k No Uplift PASS 0.3477 Z Flexure (+X) 3,569 k -ft 10,266 loft +1,200+0,50Lr+1.60L+1,60H PASS 0,3477 Z Flexure (-X) 3,569 loft 10,266 k -ft +1 20D+O,5OLr+l .60L+1,60H PASS 03477 X Flexure (+Z) 3.569 k -ft 10266 k -ft +1,20040,50Lr+1,60L+1 A01-1 PASS 03477 X Flexure (-Z) 3,569 k -ft 10.266 k -ft +1, 0f 1,5OLr+l.60L+1 A01-1 PASS 02519 1 -way Shear (+X) 20.692 psi 82,158 psi +1,20D-+0,5OLr+1.601.+1 -60H PASS 0,2519 1 -way Shear (-X) 20,692 psi 62,153 psi +1,20D,+0.5OLr+1.601.+1,601 PASS 0Z19 1 -way Shear (+Z) 20.692 psi 32.156 psi +1,20D+O,5OLr+1,601.+1.601-i PASS 0,2519 1 -way Shear (-Z) 20,692 psi 82,158 psi +1.20M.50Lr+1 .601.+1 WH PASS 0,5149 2 -way Punching 84-60 psi 164,317 psi +1,200,+O,SOLr+1401,4601-1 Detailed Results Soil srari Gross Allovable Xecc Zeoc Bottom, -Z Top, +Z,, "Rarl"o-111 X -X, +D+H 2.0 n1a 010 0$470 0,6470 n/a n/a 0324 X -X, +D+L+H 2,0 n/a 0,0 1,485 1,485 n/a n1a 0,743 X - X. +D*Lr+H ZO n/a 010 0,6470 0.6470 n/a n/a 0,324 XX +D+S+H ZO n1a 0,0 0,6470 0.6470 n1a We 0324 XX +0+0.75OLr+0.750L+H ZO n/a 0,0 1.276 1.276 n/a n/a 0,638 X - X, +0+0.750L+0.750$+H ZO his 0.0 1.276 1.276 n/a n/a 0 6�1116 X -X, +D40.60W+H ZO n1a 0,0 0.6470 0,6470 We n1a 0,324 XPX. +0+0,70E+H ZO n/a 0.0 0,6470 0.6470 n/a n/a 0,324 X -X, +D+0,750Lr40,750L40,450W+H 2,0 n/a 0.0 1,276 1,276 n n/a 0,638 X -X, +0+07501.-+0750S-i0A50W+H 2,0 n1a 0,0 1.276 1,276 We to 0,638 XX +(),+0750L+0,750S+0,5250E+H 2.0 n1a 010 1,276 1.276 n/a n/a 0, 6138 X -X, -0,600,+0,60W40,60H 2,0 n/a 0,0 0,3882 0,3882 n/a n/a 0194 X -X, +0,600+0,70E-sO.60H ZO n1a 010 0.3882 03882 n/a n/a 0, 194 Z -Z, +0-+H 2,0 0.0 No n/a n/a 0,6470 0.6470 0,324 Z -Z. +D+L+H ZO 0,0 n/a n/a n/a 9.465 1,485 0,743 Z -Z, +D+Lr+H 2,0 0,0 n/a n/a n1a 0,6470 06470 0,324 Z -Z, +D+S+H zo 0:0 No We nia 0,6470 0.6470 0,324 Z -Z, +0,+0,750Lr+0.750L+H ZO 0.0 We n/a n/a 1.276 1,276 0 638 Z -Z, -,O+0150L+0150S+H 10 0,0 n/a n1a n/a 1.276 1,276 0,638 Z -Z. +0-460W+H 2,0 0,0 We n1a n/a 0.6470 H470 0,324 Z -Z, +0+0,70 +H 2,0 H n/a n/a n1a 0,6470 0.6470 0,324 Z -Z, +0-+0,75OLr+0,750L+0,450W+H 2,0 0,0 n/a We n/a 1,276 9.276 0,638 Z -Z, +0+0750L,+0,750S+0,450W+H ZO 010 We n/a n/a 1,276 1.276 0,638 Z -Z, +D-+0.750L+0,750$+0,5250E+H 2,0 0.0 n/a nie n1a 1,276 1,276 0,638 Z -Z, -+0400*0,601+0,60H 2,0 0,0 n/a n/a We 0.3882 0,3882 0194 Z -Z, +0,600.+0,70E,+0,60H ZO OL n/a n1a n1a 03882 0,3882 0,194 Overturning Stability .............. F�oiatlon Aryls & Load Combination- Overturning Moment Resistirt Moment StaTt b I V, Status Feting Has NO Overturning Sliding StabilityAll .......... --- ------ units k Force Application is Load Combination- __ _ lidirr orce Resisti Force Sildi Status Title Block Lime I Project Title: You can change this area Engineer: Project ID: using the 'Settings" menu item Project Desm and then using the 'Printing & Title Block' selection, Title Block Une 6G8 JUL 201 General Footing -------- ----------- - -- iZWF ENERCALC, INC, 19834015, WKS15,724, VerUSQ7,24 DescAption: Pad ooft F83 -B Footing Flexure ... .... ..... . . ... . ........ .... .......... ... . ... .... .......... Flexure Axis & Load Combination Me Which Tension Q As Rated Gvm. As Actual As Ph?Mn status --- Slide,? --trot orTop ,7 I in I A2_,_,,,,, _Jn'12, 4nA2 k -ft X -X, +1,4 13+1,600 1,291 +Z Bottom 0,2592 Min TOMD % 0,2609 10,266 OK X -X, +1.4 +1.600 1,291 -Z Bottom 0,2592 in Tern D % 02609 19.265 OK You can change this area "WHIrm; General Footing Descdpflon: Pad Foofing F83 -B Footing Flexure Proiect is 0 2,8 ,uk 206 ' 22'A, as Title Block Line 1 Project Title; You can change this area Engineer: Protect ID: using the *Settings' menu item Project Deser: 109 and then using the'Printing & Title Blix*' selection. Title Block Line 6 pnmaed ,8 JUL 2"Cl 5 9 File = 0.,IUmTOUGST-lU)OCUME-1�ENERCA-IkRANNE-l.EC6 M General Footing ENERGAM 04C. IMI -MIS, M, -6,151.2k Verfi,151,24 Description: Pad Foofifxj Shear All units k Load Combination... vu PhJ*Vq Vu I Phl*Vn Status -1 AOD+1,60H 30.593 osi 164317t)si 0.1862 OK +1,20D+O.5OLr+1,60L+l MH 84,6 osi 164,317osi 0,5149 OK +1,20 +1.60L+0.506+1.60H 84,6 osi 164,317osi 0.5149 OK +1,20D+1.60Lr+0.50L+I MH 44,465 osi 164317osi 0,2706 OK +1,200+1,60Lr+0,50W+1MH 26.222 nsi 164,317osi 011596 OK +1,20040,SOL+l AOS+1,60H 4465 osi 164,317osi 0,2706 OK +1,20D+1-60S450W+1,60H 26,222 nsi 164317rsi 0,1596 OK +1,20D,+0,5OLr+0,50L+W+1,60H 44,465 nosi 164,317osi 0,2706 OK +1,20D+0.50L+0,506+W+1,60H 44.465 osi 164,317Dsi 0,2706 OK +1.20 +0. 0L+0.20 + +1,60H 44.465 osi 164,317r)si 0,2706 OK +0,9009+W+0,90H 19,667 osi 164317osi 01197 OK 4900+124901-1 19,667 osi 164,317osi 0,1197 OK Title Block Line I You can change this area using the 'Settings' menu item and then using the *Printing & Title Block' selection, Protect ID: 28 AA 20,5 'R 28AM Code References -, -"- . .......... .............. Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 ria Load Combinations Used -1 ASCE 7-10 General Information ... ...... ........ .......... . - ----- ---- Material Properties Soil Design Values fc : Concrete 28 day strength ffi Rebar Yield 10 ksi 60,0 Allowable Soil BeOn 2.0 k 2c ksi Increase Bearing ng Weight 9 Byloot, No : Concrete Elastic Modulus 3,12ZO ksi Soil Passive Resistance (for Sliding) 2%0 pcf Concrete Density 145,0 pcf Soil/Concrete Friction Coaff 0,30 (p Values Flexure 0,90 Lt., Sheaf Analysis Settings 0,750 Increases based on footirip Depth Min Steel % Bending Reinf, P: Column Load c Footing base depth be ow, soil surface Allowable pressure increase per foot of deptl= 0,0 it 0.0 ksf Min All % Tame ReInf, 0,00180 when footing base is below 0.0 it Min, Overturning Safety Factor 1.0:1 0,0 0,0 Min, Sliding Safety Factor 1,0:1 Increases based on footing plan dimension 0.0 Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of dept 0.0 ksf Use ftg wt for stability, moments shears Yes when maximum length or Width is greaten 0,0 It Add Pedestal Wt for Soii Pressure No 0.0 0.0 Use Pedestal wt for stability, mom & shear No 0,0 0�0 Dimensions .......... .... ----- - ------- 0.0 Width parallel to X -X Axis 3.833 it 0,0 0,0 0 0 Length parallel to Z -Z Axis 1833 it V -Z 0.0 0.0 Footing Thicknes 12 in 0,0 0,0 0,0 97MMIZEWTUITTOT M, fix : parallel to X -X Axis 0.0 in pz: parallel to Z -Z Axis 0,0 in dib in Rep, eto Ed ge of Concrete., Ai qll ir !ntedine at Bottorn Of footing 3,0 in Bars parallel to X -X Axis Number of Bars 5 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars 5 Reinforcing Bar SO # 4 rngnm'-'a $0.8" . .. . . ... WX Bandwidth Distribution Check (ACI 15,4.4,21 Direction Requiring Closer Separation ria # Bars required within zone iiia # Bars required on each skis of zone n/a ..�lplpfiedl Loads .. . ..... . .............. Lt., ............. . P: Column Load 7.390 0,0 12,341 0,0 0,0 0.0 0,0 k OB: Overburden 0,0 0,0 0�0 0,0 0,0 0.0 0.0k f M-xX 0,0 0,0 0"0 0,0 0,0 0.0 0,0 k -ft M -ZZ 0.0 0.0 0,0 0,0 0,0 0�0 0.0 k -ft V -x 0,0 0.0 0,0 0,0 0,0 0 0 0,0 k V -Z 0.0 0.0 0,0 0,0 0,0 0,0 0.0 k Title Block Line I You can change this area using the 'Seffinge menu item and then using the Pdnfing Title Block' selection, General Footing Description: Pad Footng F`85�B Project Title: Engineer: Project ID: Proteo Desa: E N DESIGN SUMMARY Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.7440 Soft Bearing 1,488 ksf ZO ksf +D+L+H about Z -Z axis PASS n/a Overturning - X -X 0,0 k -ft 0,0 k -ft No Overturning PASS n1a Overturning - Z -Z O.O k -ft 0,0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0,0 k No Sliding PASS n/a Sliding - Z -Z 0,0 k 0,0 k No Sliding PASS We uptift 0,0 k O,O k No Upffl PASS 03484 Z Flexure (+X) 3,577 k -ft 10.265 k -ft +1 20D460Lr+1,60L+1,60H PASS 0.3484 Z Flexure (-X) 3,577 k -ft 10,266 k -ft +1,20D+0.50Lr+1.60L+1,60H PASS 0,3484 X Flexure (+Z) 3,577 k -ft 10,266 k -ft +1, 0D,450 r+160L+1 40H PASS 0,3484 X Flexure (-Z) 3.577 k -ft 10.266 k -ft +1,20D40,50Lr+1 A01-+1,601-1 PASS 0,2524 1-w Shear (+X) 20,736 psi 82,158 psi +1,20D-+0.5OLr+1A014601-1 PASS 0,2524 1 -way Shear (X) 20,736 psi 82,158 psi +1.20 ,5OLr+1,60L+1,60H PASS 0Z24 1 -xray Shear (+Z) 20.736 psi 82,158 psi +1,20D-+0,50Lr+1.60L+1,60H PASS 0,2524 1 -way Shear(-) 20.736 psi 82,158 psi +1.20D+0.5OLr+1,60L+140H PASS 0,5160 2 -way Punching 84.781 psi 164,317 psi +1.20 r+O,5OLr+1.60L+1.60H Detailed Results Soft Bear1q, n Axis & Load Combination... Gross Allowable Xecc zecc -B,ottom _Z Actual Soil Bearini tir's, a'a, ActualIAllowable Top, +Z Le -X Ratto X -X, +D+H X_X +D+L+H Zo ZO n/a n1a 0,0 010 0,6480 1,488 0,6480 1,488 n/a We n/a n/a 0 , 3 , 24 0,744 X -X, +D+tr+H X -X, +D+S+H ZO 2,0 We n/a 0,0 0.0 0.6480 0,6480 0,6480 0,6480 No n1a We n1a 0,3114 0,324 X -X. +D+0,75OLr,+0,750L+H ZO n/a 0,0 1.278 1,278 n/a n/a 0,639 X -X +D-+0.750L,+0,750S+H 2,0 n/a 0.0 1,278 1.278 n/a n/a 0,639 X -X, +D+0,60W+H 20 We 010 O,6480 0Z480 n/a n/a 0324 X -X, +D+0,70E+H 2,0 rVa 0,0 0,6480 0B480 n/a n/a 0,324 X -X, +O40,750Lr+0,750L40,450W+H 2,0 We 0,0 1,278 1,278 n1a Na 0,639 X -X, +0+0150L+0750S40A50W+H 2,0 No 0,0 1.278 1,278 n/a n/a 0,639 X -X, +0+0,750L+0.750S+0,5250E+H 2,0 n1a 0,0 1,278 1,278 n/a No 0,639. X-X,+0.60D+0,60W+0,60H 2,0 n/a 0.0 0.3888 0,3888 n/a n/a 0194 X-X,+0.60D+0,70E-+0,60H ZO n/a 0,0 03888 03888 n/a me 01194 Z -Z, +D+H Z -Z, +D+L+H 2,0 2,0 0,0 0,0 n/a n1a n/3 n/a We n/a 6,6480 O 1.488 1.488 0,324 0,744 ZZ +D+Lr+H ZZ +D+S+H 2,0 2.0 0,0 010 n/a n/a n/a No n/a n/a 04480 SAW 0,6480 O,6480 0324 0324 ZZ +0+0.75OLr+0.750L+H 2,0 OD n/a n/a n/a 1.278 1.278 0,639 Z -Z, +D*0.750L+0,750S+H 10 0,0 n/a n/a n/a 1,278 1,278 0,6119 Z -Z, +[)4�0,60W+H 2,0 0.0 n/a n/a n1a 04480 0,6480 0,324 Z -Z. +0*0,70E4H 2,0 0,0 n1a We n/a 0.6480 0.6480 0,324 ZZ +O40150Lr-0,750L+0A50W+H ZO 0.0 n/a n/a n1a 1.278 1278 0639 ZZ +D,+0,750L+0,750S+0,450W+H ZO 0,0 n/a We n/a 1.278 1,278 13.639 ZZ +D+0,750L+0,750S+0,5250E+H ZO 0.0 n/a n/a n/a 1.218 1,278 0.639 ZZ 460D460*46011 2,0 0n0 We n/a n/a 03W 01888 0. '194 Z -Z, +0,60D-+0,70E,+0,60H 2,0 0.0 We n1a n/a 0.3888 03N8 0,1 94 Overturning StablWy ataiie Axis Load Combination... ovorturnmo, lY!qTsq" Resisti%Moment Statill Rado status Footing Has NO Overtuming Sliding Stablifty Ali units k Force Application Axis Load Combination- Sliding ForceSIM Rostsill Force §aI#yR4tla Sitstus Footing Has NO Sliding Title Block Line I Project Title: You can change this area Engineer: Project ID: using the'Settings" menu item Project Descr: and then using the `Printing & Title Block' selection, Title Block Une 6 Ge neral Footing Fge-C,,IWMVQUGST-1=UME-IWNERCA-ITLARk:�i.goryt ENERCALC, INC, 1983-2015, BoU6,151,24, VerfiAS,,4 Description: Pad roofirg F85-8 Footing Flexure ---------------- Flexure Axis & Load Combination Mu Which Tension @ As R4d Gvm. As ... ..... ...... ....... Actual As Phr slatus Or Side 7 sot or Top in,12 W2 . . ........ JnA2 k-ft X-K -1. Q1 +1$01-1 1,293 +Z Bottom 0.2592 Min Terni % 0.2609 10.266 OK X-X, +1.400+1,60H 1,293 -Z Bottom 0,2592 Min Term % 02609 10,266 OK Title Block Line I Project Tit w You can change this area Engineer: Project ID: using the *Seftings* menu Item Project Dew, - and than using the *Printing TMe Block' selection, Title Block Une 28AM Re- C.,�UsamWUC>$T-lWCUME-ITKRCA-I\PLANNE-1,EC6 I General Footing ENERCAM WC, 1983-2016, 9WWA157,24, VOM 5.7,24 Description - Pad Footing F85 -B Footlng Flexure Title Block Line 1 Project Title: You can change this area Engineer: Praject 4D: using the °Settingso menu item Project Descr: and then using the 'Printing Title pluck' selection, Title Block Line, : d ,,?. ,i , ,Ki General Footing Fib . C,t ._... _-GST-19 - i� IT NNS I. ' ""NERCALC. iN .1983.201.8, .s.ts.2.24, V .lb.7.2 Description ; Pad Foofin;g -, Punching Shear All units k D oMb n nn,., vu Phl*vnvu t Phl n Status +1,40D+1,60H 30,655R+t i 164317osi 01866 Oil +1,20D+5.56Lr+1.6 L+1,60H 34.761 usi 164.317Ds,i 6,516 OK +1,2 D+1,66L+O,5DS+1,6600 64,761 ns"s 164.317osi 0.516 OK +1,20D+1,6OLr+ i,50L+l SH 44,559 nsi 164,317osi 02712 OK +1,20D+1,60Lr+0,50W+l.6 H 26.276 r>si 1 4, 17usi 0,15 OK +1,20D+0.50L+1,60S+1,600 44.559 ,ass 164,317osi 40,2712 OK +1.20D+1,66S+0.50W+1.6 H 26.276 Mi 164317ns# 0.1599 OK +1.20 . 0Lr+0,50L+ +1.60H 44.559 nsi 164,317osi £1.2712 O +1,20D+t}.50L+00,50S+ i+1.651 44,555 nsi 1 4,31 L�si 52712 € K +1,20D+4.50L+0,20S+ +1,60tt 44359 nsi 164,317csi 0,2712 €„r +4, D+W-490 1 10.707 D i 164,317osi 0,1195 C +0,901)+E.+0,90H 19,707 nisi 164.317rasi 0.1199 OK Title Block Line I Project Tftle: You can change this area Engineer: Prolect ID: using the 'Settings' menu item Prefect Descr: 0 and then using the *Printing Title Block* selection, Title Stock Line 601,vn�M 28 S �O,* File CAUmsOWGST-IMCUME-IW-NERCA-1NNE-I.EC6 General Footing ENERCAM INC, M-2015, BVIKC15,7,24, Ver,6,151-24 Description: Pad Footing FB6-8 Code References .......... . Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information ----------- Material Properties Soil Design Values fc . Concrete 28 day strength 3,0 ksi Allowable Soil Beadop, 2,0 ksf Reber Yield 60.O kel Increase Bearing By Footing Weight No 2c� : Concrete Elastic Modulus 3,122.0 ksi Soil Passive Resistance (for Sliding) 250,0 pat Concrete Density 145,0 pot Soil/Concone Friction Coeff. 0,30 (p Values Flexure 0,90 Shear Analysis Settings 0750 Increases based on footinp Depth 0,0 Foo fin base depth be ow soil surf = If Min Steell Sending Rainf, till owa le pressure increase per foot of deptiz 0,0 ksf Min All % Temp, Reim. m 0,00180 when footing base is below 0,0 ft Min. Overturning Safety Factor 1,0 :1 Min, Sliding Safety Factor 1,0-1 Increases based on footing plan dimension Add Ftg Va for Soil Pressure Yes Allowable pressure increase per foot of depi OD ksf Use ftg wt for stability, moments & shears Yes when maximum length or width Is greater4 0,0 it Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom shear No Dimensions Width parallel to X -X Axis 3.833 it Length parallel to Z -Z Axis 3,833 ft Footing Thick nes = 12 in Pedestal dimensions- . . .... ... . ...... .... px: parallel to fit- X Axis O.O in pZ: parallel to Z -Z Axis 0,0 in Hl ' ht Reber etritedine to Edge of Concrete - 0,0 in at Bottom of footing 3.0 in Reinfiarclrlq "o. iF Bars parallel to X -X Axis Number of Bars 5 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars Reinforcing Bar Sin # 5 4 .....�. .... ec Bandwidth Distribution Clyk (ACI 15-4,41) 7�L J Direction Requiring Closer Separation n/a # Bars required within zone rola # Bars required on each side of zone n/a Applied Loads D Lr L E H P: Column Load 7,405 0,0 010 M.W 12378 0.0 0,0 0,0 0.0 0,0 0.0 0:0 0,0 k 0,0 ksf OB: Overburden 0,0 M-xX 0,0 0.0 O. 0,0 0,0 0.0 O.O k -ft M-zz 0,0 0.0 0,0 0,0 0,0 0.0 0,0 k -ft V -x 0.0 0.0 0,0 0,0 0,0 0,0 k V -z 0,0 0.0 010 0,0 0,0 0,0 0.0 k Title -Block Line I Project Title: You can change this area Englineer: Protect ID: @ using the 'Seftings' menu item Project Dow: min. Ratio and then using the 'Printing & Applied Title BlocW selection. capacHy Governing Load Combination Title Block Line 6 ASS 01460 ----- - .. .. ...... pnMeo, 10"A', Ka ---------- General Footing 1,492 ksf Fpe. C�,kLumoWr,$T-IV=UME-1'ENERCA-IAPLANNE-1�E- ENERCALC, INC. W-2015, SM,,615,724, VeM%724 Description : Pad FootirV F86 -B DESIGN SUMMARY K min. Ratio dem Applied capacHy Governing Load Combination ASS 01460 Soil Bearing 1,492 ksf 2,0 ksf +D+L+H about Z -Z axis PASS n/a Overturning - X -X 0,0 k -ft 0,0 k -ft No Overturning PASS n/a Overturning - Z -Z Ob k -ft 0,0 k -ft No Overturning PASS n1a Sliding - X -X 0,0 k 0,0 k No Sliding PASS n/a Sliding - Z -Z 0,0 k Ob k No Sliding PASS n/a uplift 0.0 k OD k No Uplift PASS 0.3493 Z Flexure (+X) 3,586 k -ft 10266 k -ft +1,200+1,60L+0,50S+1,60H PASS 03493 Z Flexure (-X) 3.586 k -ft 10,266 k -ft +1,20D+1 AOL -450S+1,601-1 PASS 0,3493 X Flexure (+Z) 3,586 k -ft 10.266 k -ft +1.20D+l �601_450S+1,6011 PASS 0,3493 X Flexure (2) 3.586 k -ft 10,266 k -ft +1.2 +i ZL400S+1 �6011 PASS 0,2531 1 -way Shear (+X) 20.7921 i 82,158 psi +1,20D40,50Lr+1 .60L+1,60H PASS 0.2531 1 -way Shear (-X) 20192 psi 52.953 psi +1,20D4O,5OLr+1,60L+1,60H PASS 02531 1 -way Shear (+Z) 20,792 psi 82,158 psi +1.20 r+1,60L+1,60H PASS 02531 1 -way Shear (2) 20.792 psi 82,158 psi +1,2OD40,5OLr+1.60L+1,60H PASS 0,5174 2 -way Punching 85,010 psi 164,317 psi +1.20 ,5OLr+i.60L+1.60H Detailed Results Axis Actual floil "a"ridStress Actual I Allovable Load Combination- Gross ANomble Xece zem Bottom, -Z TOP, +Z Li,,-X_,__J�1:�_,., Ratio X - X, +D+H 2,0 n/a 0,0 0,6490 0.6490 n/a n/a 0,325 X -X, +D+L+H Zo We 0.0 1,492 1.492 n1a We 0,746 X -X, +D+Lr+H ZO n1a 0.0 0$490 0Z490 n1a rda 0, "'125 X -X, *D+S,+H 2,0 n/a 0.0 0,6490 0A490 n/a n1a 1 325 X -X, +0,+0.75OLr+0,750L+H ZO n/a OD 1,281 1,281 We n1a, 0,A)41 X -X, +10+0.750L-4750S+H 10 n1a 0.0 1.289 1,281 n/a We 0,641 X -X, +D+0.60W+H 2,0 n/a 0.0 0,6490 0.6490 n1a n1a 0,325 X -X® +D-+0.70E+H 2.O n/a 0,0 0,6490 0$490 n/a n1a 0,325 X -X, +D,+0,76OLr+0,75OL-+0,450W+H 2,0 We 0.0 1.281 1,281 n/a n/a 0,641 X -X, +D-+0.750L,+0,750S+0.4501 +H 2.0 n/a 010 1,281 1.281 n1a n/a 0,641 X - X, +D-4750L+0J50S+0,5250E+H ZO n/a OD 1.281 1,281 We n1a 0,641 X - X, +0.60D+0.608h1+0,60H 2,0 n1a ob 0.3894 0,3894 me n/a 0'95 X -X, +0.60D+0.70E+0.60H 2.0 We OD 03894 0,3894 n/a n/a 0, 195 ZZ +D1+H 2,0 0,0 n1a n/a n/a 04490 0,6490 0,325 Z -Z, +D+L+H ZO 0.0 n/a n/a n/a 1,492 1,492 0,746 Z -Z, +DAr+H ZO 0.0 his We n/a 0,6490 0,6490 03,25 ZZ, +D+S+H 2.0 0.0 n/a n1a n/a 0,6490 0.6490 0325 Z -Z, +D+0,75OLr+0,750L+H 2,0 0,0 n/a n/a We 1,281 1.284 0,641 ZZ +0+0.750L,+0750S+H ZO 0,0 n/a n/a n/8 1,281 1,281 0,641 Z -Z, +0-+0,60W+H 2.0 0.0 n/a n/a n/a O.6490 0,6490 0325 Z -Z, +D+0,70E+H 2,0 0.0 n/a n/a n/a 0,6490 0,6490 0,325 Z -Z, +D-4750Lr,+0,750L-4450W+H 2,0 0,0 n/a n1a n/a 1,281 1.281 0,641 Z -Z, +D+0,750L+0,750S+0A50W+H 2,0 010 n/a n/a We 1,281 1.281 0,641 Z -Z. +D,+0150L+0,750S+0,5250E+H 2,0 010 We n1a n/a 1,281 1,281 0,641 Z -Z, +0,60D40,60*460H 2.0 0,0 n/a n1a n/a 038094 0,3894 0,195 Z -Z, +0.60 1+0,705+0.60H ZO 0,0 n1a We n/a 0,3894 0,3894 01195 Overtunning Stability ............. Rotation Axis & Load Combination.. Overturtsltr oment Resisting Moment Rate Statue Footing Has NO Overturrung Sliding Stability All units k Force Application Axis Load Comblination... Sliding Force Resistin Force Sliding 4 Rat10 Status Title Block Line I Project Title: Yineer: ou can change this area Eng Project ID: :v 0 using the 'Seffinge menu item Project Descr: and than using the 'Printing & le Block' selection. TTititle Blod(Une 6 2$ J,,A 2015 q YPI Fk r,,,\UwsOWGST-IOMUME-I*NERCA-Iit" LANNE-1,EC6 General Footing ENERCALC, INC. 1902015, Suftk,151,24, Ver.6AS,7,24 Dewiption: Pad Footing F86-8 Footing Flexure Ftexure Axis & Load Combination Mu k -ft Which Tension side ? But or Top ? As Req" d Gem. As jnA2 hA2 Actual As Phi mo status W2 k -ft -1 X -X, +1 A0D+1,60H 1,296 +Z Bottom 0.2592 In Tomo % 0,2592 Min Terno % 02609 10.266 OK 0,2609 10.266 OK X -X, +1,40D+1,60H 1,296 z Bottom Title Block Line 1 Project Title: You can change this area Engineer: Protect is using the *Setfings' menu item Project Descr:01,57 and then using the *Printing & Title Block' selection. piwt--O 20 'J"JIL "K, He C-,\Ltem�DOUGST-10=ME-ITNERCA-IRANNE-1,E, General Footing ENERCALC, WC, 1902015, Suild'.6,163,24, Ver,6,15,7,24 Description: Pad Footing F86-5 Title Block Line I You can change this area using the 'Settings* menu item and than using the *Printing & Title Block' selection, General Footing UM Project ID: L oad Co rn b In ati o n— vu Phi*vn vu I MIN" +1,40 +1,60H 30.717 osi 164,317osi 0.1869 +1,20D+0,50Lr+1Ml.+1,60H 85,01 osi 164,317osi HIM OK +1 20D+1,6OL40-50S+1.60H 85,01 osi 164,317osi 0,5174 OK +1.20D+1,60Lr+0.50L+1,60H 44.667 osi 164317Dsi 0,2718 OK +1,20 +1, ?Lr+0,50W+1.60H 26,829 osi 164317osf 01602 OK +1.20D+0.50L+1,60S+1,60H 44,667 nasi 16017osi 0,2718 OK +1x20 +1,60S40,S0W+1,60H 26,329 r6i 164,317nsi 01602 OK +1.20D+0. 9Lr+0,50,n+ 1+1,60H 4667 osi 164,317Dsi 0,2718 OK +1 20D+0,50L-0,50S+W+1,60H 44.667 osi 164,317osi 0,2718 OK +i,20D45OL-+0,20S+E+1,60H 44,667 msi 164,317Eisi 0,2718 OK 40x9013+W40,90H 19,147 osi 164,317rsi 01202 () K ,40,90NE4901-1 19,747 ,)si 164,317osi 0,1202 OK Title Block line 1 Project Title: You can change this area Engineer: Project 0: using the "Se Ings' menu item Project Descr and then using the "Printing & Title Block* selection, Tifla Al .k I In A 28,. General Footing FtWuC,,kUMIDOUGST-IIDMUME-1tENERCA 11PLANNE-11(Z ENERCALC, No, 1902015, 8d1d,6,1s`?,X Ver615124 Description: Pad Foofiig F87 -B Code References ... ..... ... Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Material Properties Soil Design Values fc : Concrete 28 day strength 3,0 ks! Allowable Soil Bean'rip, 2.0 ksf No f Reber Yield Vc' K 0 ks! Increase Bearing By ooting Weight : Concrete Elastic Modulus 3,122.0 ksi Soil Passive Resistance (for Sliding) 250,0 pcf Concrete Density 145,0 prf Soil/Concrete Friction Coeff. 030 (p Values Flexure 0,90 Shear Analysis Settings 0,750 Increases based on footin? Depth Foot' base depth be cow soil surface 0,0 it Min Steel's Sending Reinf, Ingle pressure increase per foot of deptl= Allows 0,0 ksf Min All. % Temp RaInf, O00180 when footing base Is below 0,0 ft Min, Overturning Safety Factor 1,0 :1 Min. Sliding Safety Factor 1,0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = 0,0 ksf Use ft9 wt for stability, momenta It shears Yes when maximum length or Width is greater4 0,0 It Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis 1667 it Length parallel to Z -Z Axis 3.667 it z Fooling Thicknes 12 in . .......... Pedestal dimensions- px parallel to X -X Axis 0.0 in z parallel to Z -Z Axis eltetriterline 0.0 in OO in Rebar to Edge of Concrete - at Bottom of footing 3,0 in Reinford" as Bars parallel to X -X Axis Number of Bars 5 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars Reinforcing Bar SW # 5 4 .......... . . ........ Ban dvAdth Distribution Check (ACI 15A.41) I t 7- --J Direction Requiring Closer Separation n1a # Bars required within zone n1a # Bars required on each side of zone n/a D Lr L S P: Column Load 6,346 0,0 10,445 0,0 0,0 0.0 0,0 k OB , Overburden 0.0 0,0 0,0 0,0 0,0 0,0 0.0 ksf M-xX 0,0 0.0 0.0 0,0 0,0 0,0 &0 k -ft M-zz 0�0 0�0 0�0 0�0 0,0 0,0 O�O k -ft V -x 0,0 0,0 0,0 0,0 00 0,0 OO k V -z 0,0 0.0 0.0 0,0 0.0 0.0 0,0 k Title Block Line I Project Title: You can change this area Engineer: Project ID; using the'Settings" menu item Project Descr: @) and then using the 'Printing & Title BlocW selection, Title Block Line6 ea 28" JU ""01 15 n 34A , 11 Fde=C,.kUsemVWGST-I\DOCUME-11ENERCA-lWLANNE-1,EC6 General Footing ENERCAM INC. 1963-415, ftftfi,15.724. Ver,615,724 DESIGN SUMMARY .. ......... Min. Ratio Rom Applied Capacity Governing Load Combination PASS 0.6970 Soil Bearing 1,394 ksf ZO ksf +D+L,+H about Z -Z axis PASS We Overturning - X -X 0.0 k -ft 0,0 k -ft No Overturning PASS old Overturning - Z -Z 0,0 k -ft 0,0 k -ft No Overturning PASS n/a Sliding - X -X 0,0 k 010 k No Sliding PASS No Sliding - Z -Z 0.0 k 0,0 k No Sliding PASS We uplift 0,0 k 0,0 k No Uplift PASS 0,2838 Z Flexure (+X) 3,041 k -ft 10.716 k -ft +1. t +. aLr+t60L+1 o601-1 PASS 0,2838 Z Flexure (-X) 3,041 k -ft 10,716 k -ft +1,200+0.50Lr+1,60L+1,60H PASS 0,2838 X Flexure (+Z) 3,041 k -ft 10.716 k -ft +1,20040.50Lr+1,60L+1,60H PASS 02838 X Flexure (2) 5.041 loft 10.716 loft +1,20D+0.5OLr+1,60L+l A01-1 PASS 0.2243 1- ay Shear (+X) 16.426 psi 82,158 psi +1,200 .50Lr+1,60L+1,60H PASS 02243 I - Way Shear (-X) 18.428 psi 82158 psi 4-1,20D+0.50Lr+1 .60L+1,601-1 PASS 0,2243 1- ay Shear (+Z) 18,428 psi 82,168 psi +1,20D+0.50Lr+1Z01.4601-1 PASS 0,2243 1 -way Shear (1) 18,428 psi 92.156 psi +1,20D+0,50Lr+1.60L+1 k0H PASS 0,4387 2 -way Punching 72,081 psi 1%317 psi +1,20D-t(),60Lr+1 60L+1 ;601-1 Detailed Resutts Soilrin J�e!!.11111011 -11-11-111-11.11-11- aiion is Actual Soil BeadinStress Actual I Allowable Load Combination_ Gross Allowable Xecc zecc Boftom, _Z Top, +z Lel, X +X1 Ratio XX *D+H 2,0 n/a 0,0 0$169 0,6169 n1a Iva 0,309 XX +D+L+H 2,0 n1a 0,0 1394 1,394 No n/a O.697 X -X, +D+Lr+H ZO n/a 0.0 0.6169 0.6165 to n/a 0,309 XX +D+S+H 2,0 n1a 010 0,6169 0,6169 n/a n/a 0,309 X -X, +D,+0.75OLr4O.750L+H ZO n/a ok 1,20 120 No n/a 0,600 XX +D+0.750L-+0.750S+H 2,0 n/a 0,0 120 1,20 n1a n/a 0,600 XX +D-+0.60W+H 2,0 n/a H 0V69 0,6169 n1a n/a 0,130)9 X -X, +0+010E+H 2,0 We 0,0 0,6169 0,6169 n/a No 0,3019 XX +D+0,750Lr,+0,750L+0,450W+H 2,0 n1a 0,0 120 1,20 n/a tela 0,600 XX +D+0150L+0750S+0A50W+H ZO We 0.0 1,20 1,20 n1a n/a 0,600 X -X, +D40,75()L40.750S40.5250E+H 2.0 n1a 0.0 1.20 120 We n/a 01,300 X -X, +0,60D+0,60W+0,60H ZO n/a ok 0,3702 03702 n/a We 0,185 X-X,,+0.60D,+0.70E-+0.60H 2D n/a 0.0 03702 0,3702 We No 0,185 Z -Z. +D+H ZO 010 n/a n/a n/a 0,6169 0,6469 0,309 Z -Z, +D+L+H ZO 0,0 n1a n/a n/a 1,394 1.394 0,697 Z_Z, 40+Lr+H 2.0 0,0 We n/a n/a 0.6169 0,6169 0,309 Z -Z, +D*G+H ZO 010 n1a No n1a 0V69 0,6169 0,309 Z -Z, +D+0.75OLr+0,750L+H 2,0 0.0 n1a n/a n/a 120 1,20 0,600 Z.Z. +D-+0,750L+0,750S+H 2,0 0,0 n/a n/a nia 120 1,20 01,600 ZZ +0,+0.60W44q ZO H n/a n1a n1a 0,6169 0,6169 0"309 Z -Z. +0-+0,70E+H 2,0 0.0 n/a n/a n1a 0kI69 0.6169 0,309 Z -Z. +D40.750Lr+0,750L+0,450W+H 2.0 0.0 n/a n/a n1a 120 120 0,6100 Z -Z, +D-075()L+0J50S4(),450W+H ZO 0:0 n/a n/a n/a 120 1.20 0,600 Z -Z, 413+0750L,+0150S+0,5250E+H 2,0 010 We n/a n/a 1,20 1,20 0,600 Z -Z, 40,60D+0,60W+0,60H 2,0 0,0 n/a n/a n/a 03702 03702 0,185 Z -Z. -+0.60D+0,70E.+0,60H ZO 0,0 n/a We n/a 03702 0,3702 0,185 Overturoing Stability W is Load Combination... mpolen"t, "Statillllypatio Status Footing Has NO Overturning Sliding Stability All units k Force Application is Load Combination- lid Resisfirto a --------- - Slidl �si#Vftsllu Status no Title glock line I Project Title: You can change this area Engineer: Proiect ID: using the "ern s& menu item Proiject Dei, and then using the 'Printing & Title Block* selection, Title Block Une 6 2i iL34 .......... ....... General Footing ...... . ... ... ... .. ..... - .... -1\PLANNE�1.M-CA E UsorsMGST-11DOCUME-lTNERCA ENERCAM tN-- 1902016, Su..163,24, Vera,15IN Description Pad Fooft FB7-B Footing Flexure .. . .. .. ........ Flexure Axis & Load Combination Me Which Tension @ As R Garr, As Actual As phrm" Status k-ft Side ? Dot or Top ? --------- W2 jnA2 - JnA2 k-ft X-X, +1,401 +9, H 1111 +Z Bottom 0.2592 Min Teruo % 02727 10716 OK X-X, +1,40D+1,60H 1,111 -Z Bottom 0.2592 Min Teruo % 0.2727 10,716 OK Prot 10: @ TRIe Vock Line 6 General Footing Fie C,kUws=UGST--IMUME-1%NERCA-ITLMWt-i-I'tdl'6 ...... ENeRCALC, INC, 1902DIS, Wid:6151,24, Vw-,6,15,724 Description: Pad Foofirg F87-8 Footing Flexum Flexure Axis Load Combination Mo Which Tension AS R04d Gvm. As Actual As PhI*Mn ............. .. k -ft Side 7 got or op T ? inA2 .. . ........ inA2 1nA2 k -ft DRUMMOM BE Project ID -1 0 fl6mf""� Wi t q Load_ Combination— _ . ._.vu..... . , ._ _. Ph1*V .. ,.. Vu f i tt Status ._, _... , +1.40# +1 AN 26.324 osi 164317osi 0.1602 OK +1.20 45OLr+1.601.+1 SH 72..061 osi 164.317 s€ 0.4357 OK +120+1.60L -4505+1,60H 72.061 osi 164.317s's 0,4367 OK +1,20}+1.60Lr+O,SOL+1.60H 38.036 Dsi 164.317r+s� 0.2315 OK +1,2013+1,60Lr+0.50t+1,60 22. os� 164.317 si 0.1373 OK +120D40,50L+1,605+1,60H 38,038 os, 164.317osi 0.2315 OK +1.20D+1.605+0.50 +1w60H 22,564 os, 164317mi 0.1373 Geri, +1.20D+0,50Lr+0, 0L W+1,60H 38,038 os; 164.317f)si 0.2315 OK +1.20D+0.50L-+0.5005+W+l MH 36.036 mi 1 4,317oss 0.2315 OK +1,20 ,+0,50L,+0.20S-+F—+l SH 33.06 sus 164.317 si 0,2315 OK +W+0,90H 16,923 oss 164. 17osi 0.103 O +0,90D,+E490H 16.923 oss 164.31 x€ 0,103 OK Title BW Une I You can change this area ,w GeneFooting ral �� Description Ped Footing F81N Code References .d Combinations Used: ASCE 7-10 General Information Material Properties 0.0 in c : Concrete 28 day strength - B, 0 ksi Rebar Yield _ 50.0 ksi Concrete Elastic Modulus - 3,122,0 ks Concrete Density - 145,0 pct tp Values Flexure 0.00 Shear - 0.750 Analysis Settings Min Steel % Sending rein. re Min Allow Temp re€nf, 0,00180 Min. Overturning Safety Factor 1,01 Min, Sliding Safety Factor w 1,0 ;1 Add Ftg At for Soil Pressure Yes Use fCg wt for stability, moments & shears Yes Add Pedestal At for Soil Pressure leo Use Pedestal wt for stability, morn 8 shear No Dimensions Width parallel to X -X Axis - 3 it Length parallel to Z -Z Axis - 8 it Footing Thicknes 12 in grism0m=M px: parallel to X -X Axis 0.0 in z': parallel to Z -Z Axis 0,0 in 'Entertine Direction requiring Closer Separation Rebar to Edge of Concrete_ at Bottom of footing 3,0 in fffw ... _wN .. Bars parallel to -X Axis Number of Bars 4,0 Reinforcing Sar Size Bars parallel to Z -Z Axis Number of Bars 4 Reinforcing Bar Slzr # 4 Project Title:: Engineer: Protect 10: Project Descr: 0 AllowableSoil Design Values Soil 1 Increase Beating By ng Weight No Soil Resistance r + r: Soil/Concrete Friction Coeff, 0,30 Increases based on foofin Depth Footil Allow'a le pressure increase per belowwhen footing base is Direction requiring Closer Separation Increases based on footing plan dimension Allowable pressure increase per foot of dept OO ksf when maximum length or width is greater4 00 III z i r� i .� < *4 a BandWdth Distribution Check (ACI t5. A1) Direction requiring Closer Separation ria i } i X Bars required within zone oto re # Bars required on each side of zone s ti rfa« �x,�a s i r� i .� < *4 a BandWdth Distribution Check (ACI t5. A1) Direction requiring Closer Separation ria Bars required within zone oto # Bars required on each side of zone rrla -Applied Load ... d.....,_......_.,, .. .... __1 a.�_._ _........_.... .., P - Column toad _. 8.972 . , 0.0 2,813 5208 0.0 0.0 0.0 k 0B = Overburden 0,0 0.0 0,0 0�0 0.0 0.0 0.0 ksf 1-xx _ 0.0 0.0 0.0 0.0 0,0 0:0 t3 0 kµft M-zz 0.0 0,0 0.0 0,0 0.0 0.0 0,0 k -ft V -x 0,0 01.0 0.0 0.0 0.0 0.0 0.0 k V_z _ 0,0 0.0 0.t) 0.0 0,0 0,0 0,0 k Title Block Line 9 Project Title:: You can change this area En sneer; Prolt 113: using Etre "Settings' menu item Proect sort and then using the 'Printing & Title Block' selection, General Footing Description Pad Fooiir DESIGN SUMMARY Min. Raw Item Applied Capacity Governing Load Combination PASS 0.9050 Soil Bearing 1,810 k f 2.0 ksf +0+0,750L+0.7 0S+0.5250E+H about Z-. PASS nla Overturning - X -X 0,0 kwtt 0.0 kbft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS We Sliding Y X.X 0.0 k 0,0 k No Sliding ASS We Sliding - Z -Z 0,0 k 0,0 k No Sliding PASS n/a uplift 0,0 k 0.0 k Pio uplift PASS 0.2444 Z Flexure (+X) 2.563 k -ft 10,486 k -ft +1, 0 - 50L+1,60S+'1.50%1 PASS 0,2444 Z Flexure (-) 2,563 kffift 10.486 kft +1.20 .50L+1.60S+1.60H PASS 0.2444 X Flexure (+Z) 2.563 x -ft 10,486 k ft +1.20D-tO, 0L+1,605+1,60H PASS 01444 X Flexure (- 2,563 k -ft 14.486 k -ft +1.20 450L+1. g +1, 0H PASS 01926 1- ay Shear(+X) 15,822 psi 82.1513 psi +1,20 +0,50L+1. +1Z01-1 PASS 01926 1 -way Shear (-X) 15.822 psi 82,158 psi +1. 0 i+0,50L+1,60S+l. 0H PASS 0.1926 1 -way Sheer (+Z) 15,822 psi 82,158 psi +1,20+0.50L:+1,60 a+1.601.1 PASS 01926 1 -way Shear (- 15.822 psi 82158 psi +1.20 ,50L+1.60S+4.60H PASS 0,3642 2 -way Punching 59,843 psi 164.317 psi +1,20 ,50L+1.605+4,60H Detailed Results So€t Bead,g Rotation Axis of 8011 ars S ss i al i 'Alio b.__. w Load Combination , .... _. gyrose .. ble _,.....X c._, , ..Z.._. _eoc _ . attom Z Top, +Z.. Vie. , . _.. _ . � ��_+ . _ ._., �.. r._Ratio _. -X, +D+H 2;0 n/a 0.0 1,142 1142 n1a We 0,571 X -X. +f3+L+H 2:0 n/a 0 0 4,454 1454 n1a rasa 0, 7427 X -X, +D+Lr+H 2,0 n/a 0.0 1,142 5142 n/a n1a 0,571 X -X. +D+S ,0 n/a 0.0 1,721 1,721 n/a n/a U61 X - X, +D+0.750Lr+0,750L+H 2,0 n/a 0.4 9.376 1,376 n1a n/a %168 X-X<+D+0.750L+0,750S+H 2.0 n/a 0.Q 1,810 1,810 n/an/a 0.905 X -X, +19+,0.60 +H 2,0 Ala 0,0 9.442 1.142 n/a n/a 0,571 X -X. +0+0.70E+H 2.0 We 0.0 1,142 1,142 n1a n/a 0,571 X-X„+C+0,750Lr+0,75OL+0.450W+H ZO rila 0.0 1,376 1,376 n/a n/a X113 X -X, +D40, 50L+0,750S+0. 0 +H 2.0 n/a ti.0 1.810 f.810 n/a n/a L "tilt -X. +D+0,7 0L+0,750S+0Z 50E+H 2.0 n/a 010 1.810 1,810 n1a n/a 0 93,5 X -X, +0.60C,46OW-4601-1 2,0 n1a 0,0 0.6859 0,6851 n1a rata 0,343 X -X. +0.60 ,70E+0,60H 2.0 n/a 0.0 4,6851 0.6851 n/a nia 0,3411 Z -Z. +C+H 2.0 0.0 n/a of n1a 1.142 1A42 05111 Z -Z, +D+L+H 2.0 0,0 n/a n1a n1a 9.454 1,454 012 ZZ - +Lr+H 2,0 0,0 n/a n/a n/a 1142 1,142 0,571 ZZ + }+ +H 2.4 0,0 n% We n1a 5121 1.723 .18161 Z -Z, +'C+0.750Lr+0,750L+H 2,0 0,0 n/a We n/a 1.376 1,376 ' rvl L Z -Z. +0+07501.47508+1-1 2,0 0.0 n/a n1a Ala 1,810 1,850 0,905 Z -Z, 60 I+H 2.0 0,0 n/a n/a n/a 1.142 1.942 0,5TI Z -Z, +13+0.70E+H 2.0 0,0 n1a We n1a 1,942 1,142 0.571 Z -Z. +D+00,750Lr-+0. v00L+0A50W+H 2.0 4.tt n1a n/a We 1,376 1376 0,688 Z -Z. +13+0.750L+0,750S+0,450 t+H 2.0 0.0 We n/a n/a 1.810 1,810 0,910 Z -Z, - -+0,750L+0,7 0S+t3,5 +H 2:0 0.0 n/a We n/a 1,810 1,810 0,90115 Z -Z. +0.60 +0.60 +0,60H 2,0 0.0 n/a We We 0,6859 0,W1 41 343 Z -Z, +0. 00+0, 0E+0, 0H 2.4 0.0 We nta n/a 0.6859 0.6859 03,43 Overturning Stability w `.. otao oittbfntlon,,.._,. .. . ..... , ..__.ortur�nfng,bf ,_ era# ieting ,_ _Moment.,__ . ..blf ,StatuP...,.s Fatting Has NO Overturning Sliding Stability All units I k Force Applicaflon Axis Load Cot bfo .., �idlit Force . Resisting Force,_.. ... lhdlg , �_. m � .. _,Stollus,. _. M = Title Mock Line I Project Title: You can change this area Engineer: Project ID: using the 'Settings' menu item Protect Desor: and then using the 'Printing & Title Block* Wection, Me Bieck Line 6""'M' 11, 5iAM General Footing Fi�e-c,,\Ums\DOUOST-10MUMF--l\ENERCA-IINANNE-I'EC6 ENERCALC, INC, 19026I5, Buft,616.7,8, Ver,6.1518 Description: Pad FN FBI-A Footing Flexure Flexure Axis & Load Combination MO Which Tension As ReqV Gvm. As Actual As phemn Status k-ft Side ? Sot or Top ? W2 in,' 102 k-ft X-X, +1,40D+l AN 1,570 +Z Bottom 0.2592 Min TemD % 0,2667 10.86 OK X-X, +1.40 }+1,60H 1,570 1 Bottom 0,2692 Min Tema % 0.2667 10,486 OK Title Block Line 1 Project Title; You can change this area Engineer: Proiect ID. using the'Settings! menu item Prqect Descr: and then using the (Printing & Title BloW selection. Title S i Q4ti h f 4hM File o,kL�emIDOUGST-IDOCUME-I\ENERCA-IV4ANNE-1,E General Footing ENERCALc. INC.1983-201$,std M:6,15,7,$,Ver,6,16.1.8 I DeSCfiption,, Pad Foofirki FBI -A Footing Flexure Title Block Line 1 Project Title: You can change this area Engineer: Project R. using the *Seftings' menu item Project Descr: Qkql) and then using the 'Printing & Title Block* selection, Title Block Line 6 rged 2 1 J; 4, X � 5, , I f�k=o,AL�em0cUc-$T-1QOCVME-UE RCA-tPLANNE-1,EC6 General Footing ENE RCALCINC. 1983-2015,Bulld.6,15,7.8,Ver.6,15.7,0 DeSoption: Pad Footiq FBI- Punching BI- Punching ShearAll .. ...... ... ......... units k Load Combination... vu Phl*vn Vu I Phi*Vn status +1.40D+1,60H 36,657 osi 164,317osi 02231 OK +1,24D44,54Lr+1,60L+1,64H 44.556 Mi 164,317(,)si 02712 OK +1200+1 ZOL40,50S+1 MH 52,155 osi 164317c)si 0,3174 OK +1,200+1 .60Lr+O,5OL+1 .60H 35,525 osi 164,317osi 0,2162 OK +1,200+1 MLr,+0,50W+1,60H 31.42 osi 164,317osi 0,1912 OK +1,20D454L+1,665+1.6 H 59.343 osi 164,317csi 0,3642 OK +1,200+1,60$+0,50W+1,600 55.739 c,*s 164,317L)si 0,3392 OK +1,20D+4,54Lr,+4,54L+W+1.60H 35,525 osi 164,317osi 0,2162 OK +124 +4.50L+4. +W+1MH 43.125 i)si 164317osi 0,2624 OK +1,20D-450L-+0.20S+E+1,60H 38,565 mi 164317c,,si 0.2347 OK +0,903+W+0,90H 23,565 osa 164,317osi 0,1434 OK 40ONE,4901-1 23,565 c)si 164.317.,)si 01434 OK Title Block Line 1 Project Title. You can change this area Engineer; using the *Setfinp' menu item Pro act Descr: and then using the Trinting Title Block' selection, General Footing Description : Pad Code References ........... Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Material Properties fc Concrete 28 day strength fRcRebar Yield : Concrete Elastic Modulus Concrete Density (p Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min All % T Reint, Min. Overturning Safety Factor Min, Sliding Safety Factor Add Fig M for Soil Pressure Use ftg wt for stability, r mments, & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions Width parallel to X -X Axis Length parallel to Z -Z Axis Footing Thicknes Pedestal dimensions— px: parallel to X -X Axis z parallel to Z -Z Axis ht at Bottom ing I 0 ReinforclN. Bars parallel to X -X Axis Number of Bars 6 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars 6 Reinforcing Bar SW # 4 Proiect ID: 0 2"R AX `0 CAUws1)OUGST-1U=UME-1kENf RCA-1A4Rki'EC_6'1 ENERCALC, INC. 1902016, Ouft,616,7,24, Ver6A51,24 0 0 E M .. .... . ...... . . ... . ....... Bandwidth Distribution Check (ACI 15AA�2) Soil Design Values 3,0 kn Allowatili Sell Bealinp, 60,0 ksi Increase Bearing By coring Weight 3,122,0 ksi Soil Passive Resistance (for Sliding) 145,0 pcf Soil/Concrete Friction Coeff, 0,90 0,750 Increases based on foofinp Depth # Bars required within zone Footing base depth glow soil surface Allows le pressure increase per foot of dep#= 0,00180 when footing base is below 1,0:1 1.D : I Increases based on footing plan dimension Yes Allowable pressure Increase per foot of depi Yes when maximum length or width is greater4 No No 0 0 E M .. .... . ...... . . ... . ....... Bandwidth Distribution Check (ACI 15AA�2) Direction Requiring Closer Separation n # Bars required within zone n1a # Bars required on each side of zone n1a _."Pfied Loads D Lr L S W w.E H P : Column Load '12.726 0,0 5,381 9386 0.0 0,0 00k OB: Overburden 0.0 0,0 0,0 0.0 0.0 0.0 0,0 ksf M -XX 0.0 0,0 0,0 0.0 0,0 O'Ci OD k -ft M-zz 0,0 00 0,0 0,0 0.0 0,0 OO k -ft V -X 0.0 0,0 0,0 0.0 00 0,0 0,0 k V_Z 0a0 0.0 0,0 0,0 D. 0,0 0,0 k Tire Block Line I Project Title: You can change this area Engineer: Protect IS: using the 'Settings' menu item Project Descr: and then using the 'Printing Title BloclS selection, Title Block Line 6Ffmw! 1", JUL io'15 � W"M General Footing --------- --- He 0.�UwsWOUGST-IkDXUME-1iENERCA-IIPLANNE-1,E ENERCALC, INC. 1953-20M Sufld.AM714, Ver:615,7.24 Re Description: Pad Footinq F82 -A DESIGN SUMMARY blit, Raw Item Applied Capacity Goveming Load Combineflon PASS 018165 Soil Bearing 1,633 ksf ZO ksf +D,+0.750L+0.750S+0,5250E+H about Z - PASS n/a Overturning - X -X 0,0 k -ft 0,0 k -ft No Overturning PASS n/a Overturning - Z -Z 0,0 k -ft H k -ft No Overturning PASS We Sliding - X -X O.O k OD k No Sliding PASS n/a Sliding - Z -Z 0,0 k 0,0 k No Sliding PASS n/a uplift O.O k 0,0 k No Uplift PASS 03508 Z Flexure (+X) 4,122 k -ft 11,753 k -ft +1.20+0.50L+1,605+1,60H PASS 0,3508 Z Flexure (-X) 4.122 k -ft 11,753 k -ft +Q0D+0,50L+1,60S460H PASS 0.3508 X Flexure (+Z) 4,122 k -ft 11,763 k -ft +1 20D,+0,50L+1 WS460H PASS 0,3608 X Flexure (2) 4.922 k -ft 11,753 k -ft +1,20D450L+1,605+1,60H PASS 0.2942 1 -way Shear (+X) 24,175 psi 62,155 psi +1,20D+0,50L+1,60S+1,60H PASS 02942 1 -way Shear (-X) 24175 psi 82,168 psi +1 20D450L+1.60S+1,60H PASS 0,2942 1 -way Shear (+Z) 24,175 psi 82,158 psi +120 .50L+1. 0S+1,60H PASS 0,2942 1 -way Shear (2) 24.175 psi 82,158 psi +1 .20D,+0.50L+1,60S+1,60H PASS 0,5947 2 -way Punching 97.716 psi 164,317 psi +1,20D+0,50L+1,605+1,60H Detailed Results Soil Be Rotation is &Actual Solt Searin ees teat f to ate Load Combination- Gross Allowable Xecc Zecc Bottom, _Z TOP, +Z Lew, X Ratio X -X, +D+H 2,O n1a 010 0,9404 0.9404 n/a n/a 0,470 X -X, +D+L+H ZO We 0,0 1.277 1.277 n/a No 0,639 X -X, +D+Lf4+i ZO n/a ok 0,9404 0,9404 n/a n1a 0,470 X_X, +0+B4,H ZO n/a 0,0 1,527 1,527 Ala No 0164 X -X, +D+0,75OLr,+0.750L+H 2,0 n/a 0,0 1,193 1.193 Ala n1a 0,597 X - X, +0+0.75OL40.750S+H 10 n/a 0,0 1,633 1,633 n/a n/a 0,817 X - X, 40,+0.60W+H 2.0 n/a 0,0 0,9404 0,9404 n/a Ala 0,470 X -X, +D+0,70E+H ZO We 0.0 0,9404 0,9404 n/a n/a 0,470 X -X, +D+0,750Lr,+0,750L-+0A50W+H 2,0 n/a 0,0 1.193 1.193 Ala n/a 0,597 X -X, +D+0,750L-t0,750S+0A50W+H 24 n1a 0,0 1.633 1.633 n/a Ala 0,817 X -X, +D40.750L,+0.750S+0.5250E+H 2,0 n/a 0,0 1,633 1,633 n/a n/a OV7 -X, -+,+0,60D+0,60W++0,60H0.60H 2,0 n/a 0,00 0,5642 0,5642 n/a n/an/a 0,218 2 XX -X,0,60D+0,70E ZO n/a 01 O5642 OZ642 n/a 0,282 Z -Z, +D+H 2.0 0.0 n/a old Ala 0,9404 0.9404 0,470 Z -Z. +D+L+H ZO 0,0 n/a n/a n/a 1.277 1,277 0 639 Z_Z, +D+Lr+H 2,0 0,0 n/a n1a n1a 0.9404 0,9404 0,470 ZZ +D+S+H 10 0,0 0/a n/a n/a 1,527 1,527 0,764 Z.Z, +D+0,75OLr.+0.750L+H 2,0 0,0 n/a We n/a 1,193 1.193 0, `s97 Z -Z, +040,7601-47508+1-1 ZO 0,0 Ala n/a AM 1 S33 1,633 0, 817 ZZ +0+0,60W,+H 2,0 0,0 n/a n1a n/a 0.9404 0,9404 0,470 Z -Z. +0+0,70E+H 2,0 0:0 n/a n/a Ala 0.9404 o.9,404 0,470 Z -Z, +D,+0,750Lr+0,750L-+0.450W+H 10 0,0 n/a n/a n/a 1,193 1,193 0,597 Z -Z, +D-+0150L+0,750S+0A50W+H 2,0 0.0 No Ala Ala 1,633 1.633 0817 Z -Z, +D-s0,750L40,760S45250E+H ZO 0,0 n1a Ala n1a 1,633 1,633 0,817 Z -Z, -10,60D+0.60W+0,60H 2,0 0,0 n/a n/a n/a 0,5642 0.5642 0282 Z-Z,,+O,6OD40,70E+0,60H 2,0 0,0 Ala n/a We 0,5642 0,5642 0.282 OvertuminStab g ift Load Combination- Overturnin Moment ReslstlfttMqTaq Status Footing Has NO Overturning Sliding Stability All Asts Force Application is Load Combination.. Sildino Force Resistlng Force ........... Slldin+q Sala Ratio_ Status Project Title: Engineer: Proiect Q Project De cc O'eli Flexure Axis & Load Combination Mu Which Tension @ As Rsq*d Gvrn, As Actual As k -ft side ? Sot or Top h12 inA2 iOA2 X -X, +1 AOD+1 k0H 2.227 4z Bottom 0,2592 Min TeMD % 0,30 X -X, +1,40D+1,60H 2,227 -Z Bottom 0.2592 Min Teruo % 030 phrma k -ft 11,753 OK 11.753 OK Tithe Block Line 1 Project Tftle: You can change this areaEWineer: Profect ID: using the *Settings' menu item ed Dow: and then using the 'Printing & Title BlocW setOction, Pr", i4O 28 ju� 8 IAAM Title Block Line 6 . . ...... -- ----------- — -nDXUME-TENERCX-VAANNE-1,E Fft QAUwsWVQ8T General Footing ENERCALC, WC, 1983-2016, Bdd.,615,124, Vor6161,24 Description : Pad Footing F82 -A Footing Flexure Title Block Line I You can change this area ME= mm Project Title; Engineer: Project ID: Project Descr:0-11,11, R„ t. 201 8 Punching Shear .. ......... ........ ...... All units k Load Combi n Won— PhI*VInI I I I I vu I -phI*VIft +1.401)+1,60H 52,789 osi 164317mi 03213 OK OK +1,20D+0,5OLr+1,60L+1MH 70,758 osi 164,317 mi 0,4306 0,5152 OK +1,20D+1,60L450S+1,60H 84,663 osi 164317c�s1 0,3239 OK +1,20D+1,60Lr+0,50L+1,60H 53.22 r,,qi 164317ps1 OK +1,20D+1AOLr+0,50W+1,60H 45,248 osi 164,317os1 02754 OK +1,20D+050L+I MS+1 MH 97.716 os i 164. 17r 05947 OK +1.20) +1MS+0,50W+I MH 89,745 osi 164.317rs1 0,5462 K O� +1,20D+0,50Lr+0,50L+W+l MH 53,22 mi 164,317Ds� 03239 OK +1,200-+0,50L+0,50S+W+1MH 67.125 osi 164,317L�s1 0A085 OK +1,205 40,50L+0,20$+E+1MH 58,782 osl 164,317osi 0,3577 OK +0,90D+W490H 33.936 w 164317os1 0,2065 OK +0,900+E,+0,90H 33,936 osi 164,317,os1 0.2065 Title Block Une I You can change this area using the 'Setfings* menu it llll and then using the 'Printing Title Block* selection, 11 Description: Pad Code References Z2•1 3-, ASCE Load Combinations Used: ASCE 7-10 General Information Material roper les fc: Concrete 28 day strength 3,0 ksi f : Rebar Yield 60.0 ksi Vlc: Concrete Elastic Modulus 3,122,0 ksi Concrete Density 14&0 pcf cp Values Flexure 0,90 Shear 0,750 Analysis Settings rssn Min Steel % Bending Reinf, # Bars required within zone Min Allow % Temp Reinf, 0,00180 Min, Overturning Safety Factor I .O : I Min. Sliding Safety Factor 1,01 Add Pip Wt for Soil Pressure Yes Use ftg wt for stability, rroments & shears Yes Add Pedestal Wt for Soil Pressure No Use Pedestal at for stability, mom & shear No Dimensions ttaJtqos�" -1 1- 111-1-1-1- Width parallel to X -X Axis 1833 It 1 -- " Length parallel to Z -Z Axis 1833 It -- I'll, I'll, 1 11 1- - - .1111- 1 . I "1 Footing Thicknes 12 in 11 "1 � I - 1 11 1 -11111 11 ..... Pedestal dimensions- px: parallel to X -X Axis 0,0 in 0,0 in �',z: parallel to Z -Z Axis 0,0 in 0itetriterline to Edge of Concrete - Reber at Bottom of tooting 3,0 In etttftt Bars parallel to X -X Axis Number of Bars 5 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars 5 Reinforcing Bar SW # 4 Project Tire: Engineer: Protect Q Project Descr: Soil Desiqn Va ues ZO ksf Allowable ' Bastin increase son y oofingWeight No Soil Passive s t ce (for Sliding) 250,0 pcf SOJI/Con Fl I ff0,30 Increases based on folm Depth Footing base depth ow soil surface 00 it Allowable pressure increase Per foot Of dePtI= OO ksf when footing base is below 00 it Increases based on footing plan dimension Direction Requiring Closer Separation Allowable pressure Increase per foot of dept 0,0 ksf when maximum length or width is greatent 0,0 ft Bande(idth Distribution Check (ACi 15A-41) T Direction Requiring Closer Separation n/a X rssn # Bars required within zone n/a # Bars required on each side of zone T -J 0- Bande(idth Distribution Check (ACi 15A-41) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a ttaJtqos�" -1 1- 111-1-1-1- --, - -111-111 1 -- " -, -- I'll, I'll, 1 11 1- - - .1111- 1 . I "1 -11 - I I 1 11 - I 1 11 "1 � I - 1 11 1 -11111 11 ..... .... ....... ---' -111 1 -1111 1 -1 D Lr L $ W E P � Column Load . 10 71112 12 0.0 0. 11 0 0,0 5 1 - 0 5 1 9 , 0.0 7.15'1 1 0,0 0 0 0.0 0 '0 0,0 0,0 k 0.0 XSf OB: Overburden 0,0 0 0 0,0 0,0 0,0 0,0 0,0 k -ft M -XX M-zz 0,0 010 0,0 0,0 0.0 0.0 0.0 k -ft V -X 0,0 0,0 0,0 0,0 0,0 tial 0,0 0,0 0,0 0,0 0.0 0,0 0,0k O,O k V -z Z: Title Block Lire I Project Titlw You can change this area Engineer: Project Q using the *Settings' menu item Project Descr: and then using the 'Printing Title Block* selection. Me Block Une PwA.1 2'8 -MAIM He CkU$ef$WUGST-1V=UMC-I%ENERCA-I\PLANNE-1,E General Footing ENE RCALC, 8NC,1902015,8u!W,6,15.7,24,Vec6.15,�7,24 Description: Pad Footing F83 -A DESIGN SUMMARY . . . ..... .. . . F i Min. Raw item Applied Capacity Governing Load Combination PASS 0,7580 Sell Bearing 1,516 ksf 2,0 ksf +040,750L+0,750S,+0,5250E+H about Z - PASS n/a Overtuming - X -X 0,0 k -ft 0,0 k -ft No Overturning PASS We Overturning - Z -Z O,O k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0,0 k No Sliding PASS nia Sliding - Z -Z 0,0 It 010 k No $11ding PASS n/a Uplift 0.0 k O,O k No Uplift PASS 0,3336 Z Flexure (+X) 3,425 k -ft 10.266 k -ft +1 200450L+1,60S+1 -60H PASS 0,3336 Z Flexure (-X) 3,426 k -ft 10,266 k -ft +1,2OD40,50L+1,60S+l AOh1 PASS 03336 X Flexure (+Z) 3,425 k -ft 10,266 k -ft +1.200450L+1,605+1 -60H PASS 0,3336 X Flexure (-Z) 3,425 k -ft 10,266 k -ft +1 20D450L+1,60S+1,60H PASS 0,2417 1 -way Shear (+X) 19,858 psi 82.158 psi +1,20D+0,50L+1,605+1,6013 PASS 0,2417 1-w Shear (-X) 19.858 psi 82,158 psi +1,20 .50L+1,60 +1k0H PASS 0,2417 1-w Shear (+Z) 19,868 psi 82,168 psi +1,20D,+0,50L+1,605+1.60H PASS 0,2417 1 -way Shear (Z) 19,858 psi 82.158 psi +1 20D+0,50L+1,60S+1,60H PASS 0,4941 2 -way Punching 81,190 psi 164.317 psi +1,20D-t0,50L+1,60S+1 .601-1 Scall Bearing A a14 ll rl Shan al 1, llovable Load Combination- Gross Allowable . ... ... .... ... Xecc Zeoc Bottorn, -Z TOP, +Z Lel, -X !Rioht� !� 1-1111,111, Ratio 1 --11111 1-1- 11 n. X -X, +D+H 2,0 n/a 010 0,8741 OV41 No n1a 0,437 X -X, +D+L+H ZO n/a 0.0 1,218 1218 n1a n/a DAM X - X, +D+Lr+H 2.0 n/a H 0,8741 0A741 n1a n/a 0,437 X -X, +D+$ -+H 2,0 n/a 0,0 1,385 1385 n/a n/a 0693 X -X, +O-t4.75OLr44.750L+H ZO We 0,0 1,132 1.132 n1a No 0,5�66 X -X, +D+0,75OL-10,750S+H 2,0 NO 010 1,516 1,516 n/a We 0,758 X -X, +D+0,60W+H ZO nia 0,0 0,8741 0V41 nia n/a 0,437 X -X, +D -f, 2,0 n/a 0,0 0,8741 0,8741 n/a n/a OA37 X -X, +D+0,75OLr+0,750L+0.450W+H ZO n/a 0,0 1132 1,132 nia n1a 0 5616 X -X, +D+0150L,+O150S40,450W+H 2,0 n/a 0,0 1.516 1,516 nia n/a 0 , 758 X -X, +D+0,750L+0,750S+0.5260E+H 2.0 nia 0.0 1,516 1.516 rile n/a V58 X -X, -4601)460W40.601-1 2,0 n/a 0.0 0,5245 0.5245 n/a n/a 01,62 X -X, +0,60D+0,70E-460H 2,0 nia 0,0 0.5245 0,5245 n/a n1a 0,262 Z.Z, +C)+H ZO H We nia n/a 0A741 0,8741 O 3 Z -Z, +D+L+H 2,0 0,0 n1a n/a n/a 1,218 1,218 0,609 Z -Z, +D+Lr+H 2,0 0,0 We We n/a 0,8741 0,8741 0.437 Z -Z. +D+S+H 2,0 0,0 n1a n/a We 1.385 4,385 0,693 Z -Z, +D+0,75OLr+0.750L+H 2,0 H n1a file We 1,132 1,132 0,1566 Z -Z, +D+0,750L+0,76OS4-H 10 Ob n/a n/a nia 1,516 1,616 0,756 Z -Z, 4D.+0,60W+H 2,0 0,0 We n/a n/a 0A741 0,8741 0437 Z -Z, +040.70E -4i ZO 0,0 n/a nut n/a 0V41 0,8741 0437 Z -Z. +D,+0,750Lr+0,750L.+0,450W+H ZO 0,0 n/a nia n/a 1,132 1.132 V-66 Z -Z, +D+0,7S0L,+0150S+0,450W+H ZO 0,0 n/a nia n/a 1,516 1.516 0158 Z -Z, +0+0,750L+0,75OS40250E+H ZO 0„0 his n/a n/a 1.516 1,516 0,758 Z -Z, 40,60D46OW,+0,601-1 2,0 0,0 n/a No nia H245 0:5246 0,262 Z -Z, 40,60D+0,70Et0,60H ZO 0,0 n1a n/a n/a 0V45 05245 0162 Overturning Stability - ---- ------------ Title Block Une 1 You can change this area Project Title: Engineer: Project ID: Project Descr: 6 P�ntv! 26 Rk 201 � 8 Footing 14M 'General ENERCALC, M. 1963-2015, Ouft'6,16,7.24, VeC6,15J24 Description: Pad Footing F83 -A Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ AS Rel(d Gvm, As Actual As Phlhin Status -------------- k -ft Istdo ? Sot or Top jnA2 MA2 in,12 k -ft X-X +1 AOD+1 SH 1 V5 +Z Bottom 0.2592 Min Terno % 0,2609 10.266 OK X -X, +1,400+1,60H INS I Bottom 0,2592 Min TernD % 0,2609 10,266 OK Title Block dine I Project Title: You can change this area Enoineer: Project D: using tate'Settings' menu item Project Dew and then using the 'Printing & Tille Block' Sefeclion, DeSodption : Pad Foofirg FB3-A Footing Flexure Punching Shear Lo.., Combination— . _.,_. V . � . 1*V" Vu I Pial a +1.40D+1.60H 44.435 yrs 164.317nss 02704 O +1.20D+0.50Lr+1,60L+1.60H 62,071 osi 164.317nsi 03777 OK -1. 0 +1. L ,50 +1,60H 73,198 o s 164,317osi 0.4455 OK +1.20D+l.60Lr,+0,50L+1,60H 46.562 osi 164317osi 0,2774 O +1.20D+1.60Lr+0.50 +1.60H 36,087 usi 164.317Ds 0,2316 +1lOD+0,500L+i.60S+1.60&1 61,15 m� 164,317mi OA941 OK +1.20D+1.60S+0,50 +1.60H 73.695 nss 164317osi 04485 OK +1,20D+0,50Lr+0.50L+ +1.60H 45.562 osi 164, 17Ds� 0.2774 OK +1.20 7+0.50L+0.50S+W+1,60H 56109 osi 164.317 ns+ 0.3451 OK +1.20D+0.50L+0.20S+S+9.60H 50.033 ns 164.317os„ 0,3045 OK +0,90D+W+0.90H 26.565 osi 164317us= 0.1738 O' �,�� -fO,90D+ ++0,90H 28.5.665 cosi 164,317os 0.1738 OK Title Block Une 1 You can change this area Project Title: Engineer: Project 1: Project lescr: u «' 21 Ati 'k 0 ti=Zar Ge neral � i c, �tac. , _ ------ Code References ,• Combinations General Information I Material Properties f" : Concrete 28 day strength _ 3.3 ksi Yield � 60,0 ksi �debar c : Concrete Elastic Modulus 3122,0 23.3 ksi Concrete Density 945,0 pcf Values Flexure _ 0.93 Shear 0,750 Analysis Settings rt# Min Steel ding Rein'f. Min All Temp Beinf. _ 0,00180 Min, Overturning Safety Factor - 1.0 .1 Min. Sliding Safety Factor - l ,B .1 Add Ftg Wt for Soil Pressure 'des Use ftg wt for stability, moments & shears Yes Add Pedestal int for Sail Pressure No Use Pedestal wt for stability, morn & shear No Dimensions Width parallel to X -X Axes 3.333 It Length parallel to Z -Z Axis 3,833 ft Footing Thicknes 12 in Pedestal dimensions— px: parallel to X -X Axis 0.0 !n PZ � parallel to . Heitterline to Edge of Concrete.. 0,0 in at Bottom of fooling 3.0 In Sats parallel to X -X Axis Number at Bars Reinforcing Sar Size Bars parallel to Z -Z Axis Number of Sacs S Reinforcing g Bar Size # BeSoil Design Values Allowable Soil ann PassiveIncrease 8641n!4 By Posting Weight No Soff Sliding) Soil/Concrete Friction Coeff, 0,30 increases based on fooling'Depth Footing base depth be w soil surface Allowable pressure increase per foot of depti= 0,0 ksf when fooling base is K... 0,0 it increases based on footing plan dimension n/a Allowable pressure increase per foot of dept 0,0 kef when maximum length or width is greater4 0,0 it 1� 1 Bandwidth Distribution Check (ACI 15AA-2 Direction Requiring Moser Separation n/a Bars required within zona rt# # Bars required on each side of zone nia Affd Load... _. . Lr_..,....�. ...._.. . ... _ ._..... .... ,,A. P: Column load 16, C)S9 C,d m. 5.20 7 l 3 OB: Overburden 0,0 0,0 Gail 0,0 0.0 0.0 t3.d ksf M - XX a .d 0.0 0,0 0,0 0.0 0,0 0,0 k -ft -ZZ 0,0 0Z 0.t 0,0 0.0 0, 0,0 mft V -X 0,0 0.0 0. 0,0 0,0 0,0 0,0 k V -z 010 0.0 0.0 0,0k Title Block Line 1 Project Title: You can change this area Engineer: Protect IID, using the 'Setlingso menu item Project C2 r: and then using the *Printing 8 Title Block* selection, EMMME Im p e d o-'1. k ".:t:M,4 DESIGN SUMMARY ..... X c w ,.,_.:Z� . . Botta, - Top, +z _ .... , .._Le k . X min. Ratio Item Applied Capacity Governing Load Combination 0.0 017460,0 Scrlring 1.492 ksf 2.0 ksf +0+0.750L+0,750S+0.5250S+H about Za P S n/a Overturning . X -X 0.0 k -ft 0:0 k -ft No Overturning PASS n1a Overturning - Z -Z O.0 k•it 0,0 k -ft. No Overturning PASS n/a Sliding - X -X 0,0 k 0:0 k No Sliding AS n/a Sliding - Z -Z 0.0 k 11,9 k No Sliding PASS n/a uplift 0.0 k 0,0 k No Uplift PASS 0.3245 ZFlexure (+X) 3,331 -ft 10266 k -ft +1, 0D+ ,50L+1,60S+lWH PAS/ 9,3245 Z Flexure (-X) 3,331 k1 99.266 k- +1,200450L+1.0S+9.601-1 PASS 0.3245 X Flexure (+Z) 3.331 -ft 10.266 k -ft +12200+0.50L+1.605+1.601-1 PASS 9.3245 X Flexure (-Z) 3.331 -ft 10. k -ft +1.20L2+0.50L+1.605+1,60H PASS 0.2351 9 -way Shear (+X) 99.313 psi 82.158 psi +1.200+0.50L+l40S+1. 01-1 PASS 0.2359 1 -way Shear (-X) 19.313 psi 82,958 psi +122010+0,50L+1,60S+160H PASS 0.2351 1 -way Shear (+Z) 19,313 psi 82,158 psi +12200+0.501.+1,605+1.60H PASS 01151 1 -way Shear (-Z) 19,313 psi 62.158 psi +1. +0,50L+1.605+1.60H PASS 04806 2 -way Punching 78.963 psi 164,317 psi +1,20 +0. 0L+1,605+1.6031 Detailed Results 1,492 9,492 n/a NO Sall Bearing b lmraad Oornbination Gross Mlo ble ..... X c w ,.,_.:Z� . . Botta, - Top, +z _ .... , .._Le k . X " _...... X -X, +H 10 n/a 0.0 0.6637 0.8637 We n1a 0 3 X -X, +C)+. ,0 n/a 0.0 1,216 9,293 n/a n/a ObO X -X, +C +Lr d ZO n1a OD 0.6637 0.3637 We We LI 3 X -X, +S+H 2.0 n1a 0;0 1346 1,348 n1a n1a 0 674 X -X, +D+0.7 0Lr+0,7 0L+H 2.0 n/a 0;0 1,129 1.929 n/a n/a 0,565 -X, +0+0.750L+0.7550S 1 2,0 n1a 0.0 1.492 1.492 n1a n/a 0746 .}0� n/ay ok O,$}6'^.37� ay 0.9}w�2 �J-�X�F,+�D�-46p0{��^t,1`y+H X -X, 'Tj� +0./ 0E • p � 2,0 n/a ,0 O.86�:i # x.86 ^7p 0 i n1a nia n/a I iia 0 w"k 2 X-X.+Li+0.75OLr+0,750L+0,450 +H 2,0 n/a 0.0 9,129 9.929 n1a n/a 0565 X -X. +O+ i.7 +0.750S+0,450W+H 2.12 n1a 0,0 1.492 9,492 n/a n/a 0,746 X -X, +D+0.750L+0,750S+0,5250S+H ZO n/a 0,0 1,492 9,492 n/a NO 0,746 X -X, +0. 0D+0 60W+0.60H 2,0 We 0.0 0,5162 0.5162 n/a nia 0,259 -X. +0,60+0.70S+0.60H 2,0 We 0.0 0.5162 0,5162 n/a We x 0259 Z.Z. +D+H 2,0 0.0 n/a to n/a 0.8637 0,6637 0,432 Z -Z. ++D+L+H 2.0 0.0 n1a We n1a 1.216 1.216 0,60 Z -Z, +D+Lr+H 2,0 0.0 n/a n/a We 04637 0,8637 0,432 Z -Z, + i+S-AFI 2.0 0.0 n/a n1a n/a 1,348 1.348 0,6714 Z - Z, +0,760Lr+0.750L*i 2.O O,0 n/a n/a We 1.129 1.129 0,565 Z -Z. +0+0.750L+0.750S+H 10 0,0 n/a n/a n/a 1,492 1,492 0,'46 Z -Z. +D40.60W+H ZO 0k n/a n1a tela 0.8637 0.6637 0,432 Z -Z, +0-+0. 0S+H 10 0,0 n/a n/a n/a 0,8637 0.8637 0A32 Z -Z, + .75OLr+0.750L+0.4504 +H 2.0 0.0 n/a n/a n/a 1.129 1.129 0,565 Z -Z, + +0,750L+ 2,750S+0, /+H 2,0 0.0 n/a We n/a 1,492 1.492 0,741 Z -Z, + +O, 50L+0.7`a0S+0. 2503w+11 2,0 010 n/a rata We 1.492 1.492 0,746 Z -Z. +0,64 +0. 0 +0,60H 2.0 0.0 We We n1a 0.5982 0.5182 0259 Z -Z<+0. 0 1+0.70 ++0.60H 2,0 0.0 n/a n/a We 0,5982 0,5182 0,259 Overturning Stability,. . Rc tin Load Combination... _.... erturnlri5_M,. Fant ._ ..., . eeieiirrg .. ,"ant . _ S bll Rads Status Fainting Has ILIO Overturning Sliding Stability All units k Force Application Axis Load ombin n,.. _ .... 6114119'Force .. a tin Force _Sliding a ilc _Status._ . ,. Title Block tine I Project Title You can change this area Enoineer: Project ID: using the *Settings' menu item Project Descr and then using the 'Printing & Title Block' selection, Title Bbck Line 6Pm,,!��d 2$ ,01UM", ... ..... ........ General Footing File C,lUseroMOUGST-IZOCUME-ltENERCA-IOL��'l",'E ENERCALC, INC, 1983-2DI5, Ouft&167.24, VOC6,15,7,24 DeSoription: Pad FoofirV F84 -A Footing Flexure Flexure is & Load Combination Mu Which Tension (M As Req'd Gem. As Actual As i* I1 Status k -it liftle ? Sot or Top ? inA2 OA2 ln,12 k -it X -X +1.4013+1,60H 1.848 +Z Bottom 0,2592 Min Temo % 02609 10.266 OK X -X, +1.40 +1.60H 1,848 -Z Bottom 0,2592 Min Terno % 0.2609 10,265 OK mm Project ID: (@ General Footing RW 0,�Usm\DOUGST-IMUME-I*NERCA-lAANkt�1,EC6 ENERCALC, INC. 1983-2D15, Suld,4151.24, Vert. 163.24 Descdption � Pad Footing F84 -A Footing Flexure ..... . . ... ....... Flexure AxisLoad Combination Mu Whtch Tension Qj As Rec(d Gvm. As Actual As «,, i... Status k -ft Side ? Dot or Top ? W2 W2 1nA2 . ......... k -ft Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the 'Setfings! menu item Project Descr: 0?.3 and then using the 'Printing Title Block* election, ---------- - File- C,,iUmsiDou6sT-ig=UME-I\ENF-RCA-I\PLANNE-1,E(5i" General Footing __ I.----,-- NERC Lc INC, 1983-2015,800,151,24, Ver&16,7,24 Punching Shear ' units Load_ vy Phl*vn vu I pbi*vn Status +1 1 A 1 D+ , I , 60H _i111-1on1— +1 200450Ir+1 MI.+1 AN 43,8 os i 62,195 osi 164,317osi 164,317osi 02666 03785 OK OK +1,20D+1,60L,450S+I AOH 72,731 os� 164,317osi 0A426 OK OK +1,20D+1,6OLr+0,50L+1,60H 45,247 csi 164,317os� 02754 0,2285 OK +1,2001+1,60Lr+0,50W+1,60H +1,20D+0,50L+1A5+1.60H 37,543 Lis i 78,963 usi 164317psi 16017psi 0.4806 OK +1,20D+1A0S+0,50W+I AN 71.250 osi 164317 L)si 0,4337 OK OK +1 20D+0,5OLr+0.60L+W+l AH 45.247 use 164,317osi 0,2754 0,3395 OK +1,20D+0,50L40,50S+W+1,60H 55.783 osi 164.317oss 0,301 OK +1,20D,+0.50L+0.20S+E+l 60H +0,901-W+0,90H 49A61 osi 28,157 psi 164,317osi 164,31%si 0,1714 OK 490D+E,+0,90H 28,157 osi 164317Dsi 0,1714 OK Title Dock Line 1 Project Title: You can change this area Bn m r: Protect 10: using the °Settinge° menu item Pro ect Desna and then using the *Printing Title Blocko selection, Tifla Rlrvk1 inn A Material Properties �. Soil Design Values fc ; Concrete 28 day strength _ 3.0 ksi Allowable Soil Beano Footing 2.0 ksf No Robar Yield 00,0 ksi Increase Bearing By Weight c : Concrete Blastic Modulus 3,122.0 ksl Soil Passive Resistance (for Sllding) 250.0 pc f Concrete Density _ 145,0 pot Soil/Concrete Friction Coeff. - 0,30 Values Flexure 0.90 n1a Shear Analysis Settings Rin Steel % Bending Reinf, - 0.730 Increases based on foo in Depth Footi b depth ow soil surf Allow le pressure Increase per foot of deptl= 0,0 it 0.0 ksf Min Allow % Ternp Rainf. 0.00180 when footing base is below 0.0 If Min. Overturning Safety Factor 1.0 :1 Min. Sliding Safety Factor - 1.0 :1 Increases based on footing plan dimension Lr Add Fig eft for Soil Pressure Yes Allowable pressure increase per foot of dept - 0,0 ksf Use ftg wt for stability, mornents & shears Yes when maximum length or width Is greater4 0,0 it Add Pedestal Art for Soil Pressure No 0.0 0.0 Use Pedestal wt for stability, morn & shear leo 0,0 0.0 Dimensions 0:0 0.0 0.0 Width parallel to X -X Axis - 3,833 it -xx 0a0 0.0 Length parallel to Z -Z Axis - 3,833 If 0.0 0.0 0.0 Footing Thicknes 12 i -zz _ 0,0 Pedestal dimensions,,, px,. parallel to X -X Axis 0.0 in to Z -Z Axis 0.0 In Heltin 0,0 in if to Edge at Bottom of footing 3.0 in Bars parallel to X -X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z -Z Axis Number of Bars _ D Reinforcing Bas S0 # 4 Bandwidth Distribution Check(ACI 15, , 1) �. ,� ...a ..,a� � ....� �� s.. _ Direction Requiring Closer Separation n/ Bars required within zone n/a Bars required on each side of zone n1a fled Loads Lr L w. „_.. ._ _v...., r, _ ... _,.... ._.q ,...._., _�.. H ...... Column Load - 11.088 0,0 &062 7,801 0.0 0.0 0.0 OB : Overburden 0,0 0.0 0.0 0:0 0.0 0.0 0.0 ksf -xx 0a0 0.0 0.0 0.0 0.0 0.0 0,0 k -ft -zz _ 0.0 0,0 010 010 0�0 0.0 0.0 k -ft -x _ 0,0 0,0 0.0 0.0 0,0 0.0 0,0 k V -z 0,0 0.0 0.0 0.0 CFC 0,0 0.0 k Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the 'Settings' menu item Project Descc and than using the 'Printing & Title Block* selection, 21,`,4, �'U'IAQM Title Block Une 6 File CALWSOOUGST-100CUME-M _4 General Footing ENERCALC, WC. 1983-2DIS, DeScription: Pad F F85A DESIGN SUMMARY Mirr, Ratio Item Applied Capacity Governing Load Comblaiden PASS 01W5 Soil Bearing 1,561 ksf 10 ksf +D-+0,750L+0,750S,+0,5250E+H about Z - PASS n/a Overturning - X -X O,O k -ft Ok k -ft No Overturning PASS n/a Overturning - ®Z Ok k Ok k -ft No Overtuming PASS n/a Sliding - X -X 0,0 k 0,0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS Ala uplift 0.0 k Ok k No Uplift PASS 03466 Z Flexure (+X) 3.558 k -ft 10.266 k -ft +1 2OD-+0.50L+1,60S+1,60H PASS 0.3466 Z Flexure (-X) 3.555 k -ft 10,266 Jr -ft +1,2013-+0,50L+1S06+1,601-1 PASS 0,3466 X Flexure (+Z) 3.558 k -ft 10,266 k -ft +1,2113450L+1,60S+t60H PASS 0,3466 X Flexure (-Z) 3,558 k -ft 10,266 k -ft +1,20D450L+1 AOS+1.601-3 PASS 0,2511 1 -ay Shear (+X) 20,627 psi 82,158 psi +1,20D450L+1 ZOS+1,601-1 PASS 0,2511 1 -way Shear (-X) 207627 psi 82,158 psi +1,20D+0,50L+l ADS+1 k0l-1 PASS 0,2511 1- a Shear (+Z) 20,627 psi 82,158 psi +1,20D*OZ0L+1 kOS0,601-1 PASS 0,2511 9 -way Shear (-Z) X627 psi 82,158 psi +1,20D-+0,6OL+1,608+1,601 PASS 0,5132 2 -way Punching 64.332 psi 164.311 psi 42OD40.50L0,6080,60H Detailed Results -1 -1-11-1 . .... ............... Soil seadqq ...... tion is RotaAx& ni Stress al I Allovable sli, Wil, Actu Load Combination- Orm Allovable Xeoc Zeno Bottom, -Z T , +Z I Le "-X "Rig tRaflo X - X, +D+H 2.O Ala OD 0,8997 0.8997 n/a Ala OAY') X -K +D+L+H 2,0 AM 0.0 1,244 1,244 n/a Ala 0,622 X -K +0-*Lr+H 2,0 Ala 010 0,8997 0,8997 n/a n/a O 115 X -X, +D+S+H ZO Na 0.0 1,437 1,437 Ala n/a 0,719 X -X, +D+0,75OLt+0,760L+H ZO n/a 0,0 1158 1,356 n/a n/a 05,79 X -X, 4",750L+0,750S+H 2,0 n/a 0,0 1,561 1 x661 n/a n/a 0.781 X -X, +D+0,60W+H 2,0 Ala 0,0 0A997 OS997 n/a Ala 0,450 X -X, +D+0.70E+H 2,0 n/a OD 0,8997 0.8997 n/a n/a 0,450 X -X, +0+0,75OLr+0,750L+0,450W+H 2,0 n1a OD 1,158 1.158 n/a n/a 0,579 X -X, +D+0.75OL-+0,750S+0,450W+H 2,0 n1a 0,0 1,561 1,561 n/a n1a 0,781 x -x, +0+0,750L+0,750S+0,5250E+1-3 2,0 n/a 0,0 1.561 1,561 n/a n1a 0,781 X -X, +0,60D40,60W-+0,60H 10 n1a 0,0 0,5398 0,5398 n/a Ala 0,270 X -X, +0,60D,+0.70E+0.60H 2,0 3/a 010 0,5398 0,5398 n/a ria 0,270 Z -Z, +0+H 2.0 OD n/a Ala we 0A997 0,8997 0,41-5�') ZZ +D+L+H 2,0 0.0 Ala nia nia 1,244 1,244 O 622 Z -Z, +D+Lr+H 2.0 0,0 n/a We nia 0,8997 0.8997 0,460 Z -Z. +D+S+H 10 10 n/a n/a n/a 1.437 1,437 0719 Z -Z, +D+0,75OLrtO.750L+H 210 2,0 00 We H n/a nia rva 1,158 IA58 1,561 1,561 Ob79 0,781 Z -Z, 4D4(),760L,*0.750S+H n/a n/a Z -Z, +D+0.60 +H B 0,0 nia AM n1a 03997 0,8997 0A,,50 ZZ +D,+0,70E,+3"1 2,0 0.0 n1a We ria 0,8997 0,8997 0,450 Z -Z. +D-+0,75OLr-+0.750L,+0,450W+H ZO 010 n/a We We 1,158 IA58 0579 Z -Z, +040750L+0,750$+0A50W1+H 2.0 0 0 nfa We nta 1,561 1.561 0,781 Z -Z, +D40,750L+0.750S,+0,5250E+H 2.0 0,0 n/a n/a n1a 1,561 1,561 0,781 Z -Z, 46OD-460W-460H 2,0 0,0 rVa n/a n/a 0,5398 0,5398 0270 Z -Z, -+0: 00+0,70 ZO 0.0 n/a n1a Ala O.5 g6 0,5398 0270 Overturning Stability ............... Axis & Load Combination- ?vert min Moment Footing Has NO Overturning Sliding Stability All units is Force Application is Load Combination... Sliding F Ftesistin fr" Sliding Ratio States IMMEMEM Project Title; Engineer: Project ID: Project Descr: @ MR Pnite,d' ?a JU-. 20,150,I',AM Footing Flexure Flexure Axis & Load Combination Mu Which Tension As Roq'd Gvm. As Actual As PbI*Mn Status k -ft $Ids ? Sat or Top ? in A 2 JnA 2 h A2 k -ft X -X, +1.49 *1.64tf 1 NO +Z Bottom 0,2592 Min Tema % 02609 10.266 OK X -X. +1.400+1,60H 3.949 -Z Bottom 0,2592 Min Te ora % 0,2609 10,266 OK ( me biom une i �11 I i-roject i me: You can change this area Engineer: using the 'Settinge menu item Projed Clesm, and then using the 'Printing Title Bbck* selection, General Footing r Description : Pad Foo it F85 -A Footing Flexure m pnnoeq�5� 'U", 2(a.... "AM Punching ftear All units Loud Combination— n— a P t*Vn4"u 1 PhIVn Status +1.40D+1.60H 45.995 osi 164.317mi 0.2799 O��x�K +1.20D*O, Lr+1.60L+1.6 63.422 m 164,317rNsi 0138 w' \ +1.200+1.60L,+0.5 S+1,60H 75.112 osi 1 4.317oss 0.4571 OK +1.20 +1.60Lr+0.50L+1. 0H 46.923 ;wss 164.317 ss 0.2556 'ley +1.201+1.60Lr,+0.50W+1,60H 39,424 osi 164.317Dss 0.2399 OK +1.20D+0.50L+1.605+1.60H 54.332 osv 164.317os 9.5132 11 +°p€.s��0D+p1�.60S�+,ipy.5 W+1.60H 76x.5}33 os 1 4,317q i OK tt ''i..20D+O.5klLr,+0,50 , +1,60H 46.92 osi 164,317osi /p.467�6+ 02856 '�.. K +1.20 +0.50L+0,50S+W+1.60H 56.614 ;~ass 164,317oss 9.3567 OK +1,20 +0,50L,+0.20S+ +1.60H 51,599 sass 1 4. 17usi 0.314 O 4900+W -490H 29,568 osi 164.317 sass 0..1799 O 490D+E490H 2R568 osi 164.317D$i 0.1799 Ota Title Block Line I Project Title: You can change this area Engineer: Proiect ID: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection, Title Block Line 6 HUIA q',, Fife t C:kUws�DWGST-IODCUME-1�ENERCA-I\PLANNE�1 E06 General Footing ENERCALC, INC. 19WO15, SW4,6161,24, V06,155 , 24 Code References qq iv& L W10MW_ ACI 218-11 v JBC 2012 CBC 2013, AS E 7-10 Load Combinations Used: ASCE 7-10 General Information Material Properties 0,0 in Soil Design Values OO in fc Concrete 28 day strength 3,0 ksi Allowable Sol Bearin Pooling ZO ksf No Rebar Yield 60,0 ksi Increase Bearing By Weight _3 c': Concrete Elastic Modulus 3,1220 ks! Soil Passive Resistance (for Sliding) 250,0 pcf Concrete Density KK 145,0 pof Soil/Concrete Friction Coeff. O.30 (p Values Flexure 0,90 # Bars required on each side of zone n/a Shear 0,750 Increases based on footing Depth Analysis Settings Min Steel % Bending Reinf. Footibase depth below soil surface mm Allow le pressure increase per foot of deptl= 0,0 ft 0, 0 ksf Min All % Temp Reinf. 0,00180 vvhen footing base is below 0.0 ft Min, Overturning Safety Factor 1,0 :1 D Min. Sliding Safety Factor 1e0 " I Increases based on footing plan dimension W Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = 0,0 ksf Use ftg wt for stability, moments & shears Yes when maximum length or width is greater 0,0 ft Add Pedestal VW for Soii Pressure No OB: Overburden 0,0 Use Pedestal wt for stability, mom & shear No 0,0 0.0 Dimensions 0,0 ksf M -XX 010 Width parallel to X -X Axis 3,667 If 0,0 0,0 H Length parallel to Z -Z Axis 3,667 it U k -ft M-zz 0,0 Footing Thicknes 12 in 0,0 0,0 0.0 Pedestal dimensions... px: parallel to X -X Axis 0,0 in pz: parallel to Z -Z Axis OO in H ' ht 0,0 in Rebaertntertine to Edge of Concrete - n/a at Bottom of footing 3.0 In Reinf Bars parallel to X -X Axis Number of Bars 5 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars 5 Reinforcing Bar Sin # 4 Bandwidth Distribuflon Check (ACI 15,4A.2) X . .. . . ......... Direction Requiring Closer Separation n/a _3 to # Bars required within zone ora Bandwidth Distribuflon Check (ACI 15,4A.2) Direction Requiring Closer Separation n/a # Bars required within zone ora # Bars required on each side of zone n/a Applied Loads ............ . ....... D Lr L wa.8 W E H P: Column Load 9,738 0 0 3.632 7.90 U 0.0 010 k OB: Overburden 0,0 0,0 0,0 0,0 0.0 0.0 0,0 ksf M -XX 010 0,0 0,0 0,0 H 0,0 U k -ft M-zz 0,0 0,0 0,0 0,0 0.0 0 0 0,0 k -ft V -x 0,0 0,0 0.0 0,0 0.0 0.0 0.0 k V -Z n0,0 &0 0,0 0,0 0,0 0,0 O.O k Title Block Line I Project Title, - You can change this area Enqftteer: Project ID: using the *Settings* menu item Project Descr: and then using the 'Printing & Title Block' selection. 28 JUL 22,01 1, 9 10AJ Title Block Line 6 ------ ---- ......... ---1-161-11-1 . . .... ...... 1-11-1111-11 ......... --- Re - C,,1UsmWUGST-10=ME-ITNERCA-IVUNNE-I'E General Footing ENERCALC, INC, 19WDIS, 806415,724, VeC6.15,724, Description : Pad Footing F86 -A DESIGN SUMMARY Min. Ratio Item Applied Capacity Governing Load Combination .... ..... . . PASS 07560 Soil Bearing -------- 1512 ksf ZO }est +0+0,750L,+0,750S40,5250E+H about Z - PASS n/a Overturning - X -X O.O k -ft OO k -ft No Overturning PASS n/a Overtuming - Z -Z 0,0 k -ft 0,0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0,0 k No Sliding PASS n1a Sliding - Z -Z 0,0 k O�O k No Sliding PASS n/a Uptift 0.0 k 0,0 k No Uplift PASS 03049 Z Flexure (+X) 3,268 k -ft 10,716 k -ft +1,20D450L+1 40S+1 401-1 PASS 0,3049 Z Flexure (-X) 3,268 k -ft 10,716 k -ft +1 20D+0.50L+1,60S+l .60H PASS 0.3049 X Flexure (+Z) 3,265 k -ft 10,716 k -ft +1. 0D450L+1,605+1k0H PASS 0,3049 X Flexure (-Z) 3,268 k -ft 10,716 k -ft +1 20D+0,50L+1,60S+1,60H PASS 0,2410 1 -way Shear (+X) 19.802 psi 82,158 psi +120D+0,501-+1.605+1.601-1 PASS 0.2410 1- +ay Shear (-X) 19,802 psi 82.158 psi +1 20D450L+1 .60S+l k0H PASS 0,2410 1 -way Shear (+Z) 19.802 psi 82,158 psi 420D4501.+Ik05+1,601-1 PASS 0,2410 1 -way Shear (-Z) 19,802 psi 82,158 psi +1,20D+0,50L+1,60S+1,60H PASS 0,4714 2 -way Punching 77,467 psi 164.317 psi +1,20D+0.50L+1.605+1,60H Detailed Results ............ soil -1, ' otatlon , is & Actu a I So 3i Us do t1firess Actual Alio bit' Right, Load Combination... GrossM.lo vable Xecc zece ................ . Bottom, -Z TOP, +z L3, -X +X Rato ........ X -X, +D+H ZO We 0.0 0,8692 0.8692 n/a We 0-435 X - X, +D+L+H 2;0 n/a 0,0 1,139 1,139 retia n/a OVi X -X, +D+Lr+H 2,0 n/a 0.0 0,8692 0,8692 We n/a 0,435 X.X. A)+S+ 2,0 No OD 9.457 1,457 n/a n/a 0,729 X -X, +D+0.750Lr,+0,750L+H 2.0 n/a 0.0 1,072 1.072 We n/a 0,5536 X -X, +0-+0.750L,+0,750$+H ZO n1d 0.0 1.512 1,512 n/a We 0,756 X -X, +0,60 +H 2,0 We ok 0,8692 0,8692 We We 0,435 X -X, +D,+0,70 +H 2,0 n/a 0,0 0.8692 13.8692 n/a n/a 0,435 X -X, +D.+0,75OLr+0.750L+0,450W+H 2,0 n/a 0.0 1.072 1,072 n/a n/a 0,536 X -X, 40,+0,750L+0,750S+0A50W+H 2,0 n/a 010 1,512 1.512 n/a We 0"766 X -X, +D+0,750L-+0,750S+0,5250E+H 2,0 We 0.0 1,512 1,512 n/a n/a 0156 X -X, +0, 0i 2,0 n1a 0,0 015215 0,5215 n/a n1a 0161 X -X, 40,60D,+0,70E40.60H 2,0 n/a 0.0 0,5215 0,5215 n/a n1a 0,261 ZZ +D+H ZO 0.0 n1a n/a n/a 0.8692 03692 0,435 Z -Z, +D,+L+H 2,0 0,0 n/a We nia 1,139 1,139 0 , K, 0_ Z -Z. 40+Lr+H 2,0 0,0 We n/a n1a 0.8692 0,8692 0.435 Z -Z, +D+S+44 2.0 0,0 n/a n/a ilia 1,457 1,457 0,729 Z -Z, +0+0750Lr+0,750L+H 2.0 0.0 Ala n1a n/a 1,072 1,072 0536 Z -Z, +D+0,760L+0760S+H 2,0 0,0 n1a n/a n/a 1.512 1,512 0,7156 Z -Z, +0,+0,60W+,H 2.0 0,0 n/a n/a n1a 03692 0,8692 0,435 Z -Z, +D+0,70E+H ZO 0.0 n/a n/a n/a 03692 0.8692 0,435 Z -Z. +D+0,750Lr-+0,750L+0,450W+H 2,0 0.0 n/a No n/a 1,072 1,072 0,536 Z -Z, +D+0,760L,+0,750S-+0,450W44i ZO 0,0 n/a n1a n/a 1Z12 1,512 0,756 Z -Z, +D-4750L+0,750S+0,5250E+H ZO 010 n/a n/a n/a 1,512 1,512 0756 Z -Z, +0,60D+0WW40,60H 2,0 0,0 No n/a n/a 0,5215 0:5215 0,261 Z -Z. +0.60D,+0,70E+0.60H ZO 0.0 n/a We n/a 0,5215 0.5215 0,261 overtuming Stability k"on Load ombination C- . .... o ve rtu -...... --..... .... . Rosistin Moment Ratio Status Footing Has NO Overturning Sliding Stability All units k Forto Applicsfion Axis Load Comhl"idion- Sliding Force Rosistits g Sliding P!"" SUtus zz��1 Title Block Line I Project Title: You can change this area Engineer: Protect D using the 'SeffingV menu item Proiect Desoc and then using the 'Printing Title Blod(' selection, Title Block Line 6 Pnoit�o .1. jil 2,,,,5 OPA File= C,,\UmtDOUGST-IOOCUME-1�ENERCA-IIPLANNE-1,GV General Footing ENERCALC, INC. 1902015, SuK6,1&7,24, Ver,6,15.7,24 Desodphon: Pad Footing F86 -A Foriting Flexure . . .... Flexure Axis Load Combination Mu Which k -ft side Tension Q Sot, or Top As ReWd Gvm. As jnA2 inA2 Actual As Phemn Status jnA2 k -ft X -X, +1,40D+1,60H 1,704 +Z Bottom 0.2592 Min TemD % 02727 10.716 OK X -X, +1,40D+1,60H 1,704 -Z Bottom 0.2592 Min T % 02727 10,716 OK You can change this area Prolect D Title Line 6 Na d 281 L 2 �5, 9 10 General Footing C,tU$ersWUC,$T-IVWUME-ITNERCA-ITLANNE-�lE ENERCALC, INC. 19812DIS, SAO 161,24, Vsd,153 rt rt rt 11111irl NO Title Block Line 1 Project Title: Engineer: Prue ID: You can change this area Protect escr: using the 'Settings' menu iters and then using the "Printing Title Block* selection. Tifle Block Line 6.....�,.._.e..0 _.,_... General Footing ENERCALG, INC,1 2016. 800.153, 24, VeC6.15.7.24 i scr tion : Pad Foorm3 FWA Punching Sher., All units .. Loadbin . na.. +1.40+1.60H 40,395 nsi 164.317rrs 0.24561 0.3155 O +1200r+0.501-r+1.601.+1.60H +1,21 D+l.601.40,50S+1 MH 51.642 osi 63.646 rrso 164.317nsi 164317osi 0 7 "K +1. 0 +1,6OLr+0,50L+l.60H 40.005 nsr 164.317psr 0.2435 OK OK +1.201+1.60Lr+0a50i± +1,601 34.624 osi 77,457 164317cs'€ 164.317osf 0,2107 04714 O% +1.20D-4501.4-1 MS+1 .60H +1.20D+1.605+0.50W+1 MH osi 72.976 osi 164.317rrsr OA386 O +1,20 +Ow50Lr4O,50L+ +1.601 40.005 osi 164,317os} 0,2435 0.3147 OK OK +1.20 +0.50L+0. 0S+ +1.60Fi 51.706 osi 164. 17ns; 6,272 OK +1,2OD+0.50L+0.20S+ +1 MH 44.666 os! 25.966 asr 164.317os, 164,317osi 0.156 O +0. + +0,90H +0.90 +E+0.990H 25.968 Dsr 164317Dsr 0,158 OK Title Block Line 1 You can change thistrea using the 'Settings menu it and then using the "Printing Title Block' selection, Project Title: Engineer: Project ID: Project Dascr: (91, Pnme,�� 28 JU 210 11 �,z I Oml, Code Refer.rences w.............. Calculations per ACI 318-11, IBC 2012, CIBC 2013, ASCE 7-10 -------- --- .. . ....... Load Combinations Used -. ASCE 7-10 General Information # Bars required within zone n/a Material Properties Soil Design Values fc : Concrete 28 day strength f RebarYield 3,0 ks! 60,0 Allowable Soil Beano 2,0 ksf �o, k Increase Bearing By , Ing Weight No Concrete Elastic Modulus 3,122.0 ksl Soil Passive Resistance (for Sliding) 250,0 pct Concrete Density 145.0 pof SoH/Concrete Friction Coeff. 030 (p Values Flexure 0.90 Shear Analysis Settings 0.750 Increases based on focriWn Depth Footing base depth ow soil surface c 0�0 If Min Steel % Bending Reinf. All able pressure increase per foot of depth 0,0 list Min Allow % Ternp Reinf. mm 0.00180 when footing base is below 0.0 It Min, Overturning Safety Factor 1.0:1 08 : Overburden 0,0 Min, Sliding Safety Factor 1,0 ;1 Increases based on footing plan dimension 0,0 Add Fill Wt for Soil Pressure Yes Allowable pressure increase per foot of depi = 0.0 ksf Use ftg wt for stability, moments shears Yes when maximum length or width is greater 4 0.0 it Add Pedestal Wt for Sell Pressure No M-zz 0,0 Use Pedestal wt for stability, mom & shear No 0,0 OD Dimensions 0,0 k -ft . ... ........ 0.0 Width parallel to X -X Axis 3,667 ft 0.0 0,0 0,0 Length parallel to Z -Z Axis 3,667 it 0,0 k z OD Footing Thicknes = 12 in 0,0 0,0 0,0 px: parallel to X -X Axis 0.0 in pz : parallel to Z -Z Axis 0.0 in Height 0.0 in Rebar ritedine to Edge of Concrete - at Bottom of footing 3.0 in etnrin Bars parallel to X -X Axis Number of Bars 5 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars 5 Reinforcing Bar Size # 4 g, g 555", , R`RF" Bandwidth Distribution Check (ACI 15AA.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a _Pfffied Loads P: Column Load 8,738 0,0 3,632 7.90 0,0 -E, 0,0 0,0 k 08 : Overburden 0,0 0,0 OD 0.0 0,0 0,0 OD ksf M-xx 0,0 0,0 0,0 0.0 0.0 0.0 0,0 k -ft M-zz 0,0 0.0 0.0 0,0 OD 0.0 0,0 k -ft V -X 0.0 0,0 0.0 0,0 0,0 0.0 0,0 k V -z OD 0.0 0,0 0,0 0,0 0,0 0,0 k You can change this area MugL*j&-�ty#j1in Prot 10: DESIGN SUMMARY . _ ...._, .. n_. .R. _ . Applied_ Lo Combinationin . PASS 01560 ., Soil Searing 1512 kst _.. . eCapac_it,y�_.. _ _...Governing 2,0 kst _ . +0+0.750L+0.7505+0.5250E+H about - PASS We Overturning - -X 0.0 -ft 0.0 k -ft No Overturning PA n/a Overturning - Z -Z 0.0 k4t 0,0 k -ft No Overturning PAS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding "ASS n/a Uplift 0.0 k 0,0 k No Uplift PASS 0,3049 Z Flexure (+X) 3.268 k -fit 10.715 k -it +1.200+0,50L+1:605+1,60H PASS 03049 Z Flexure (-X) 3.268 k -ft 10116 kft +1,200+0.50L+9,605+1,60H PASS 03049 X Flexure (+Z) 3,266 k -ft 10.716 k -ft +1,200+0,50L+1,605+1.60H PASS 0.3049 X Flexure (2) 1268 k -ft 10.796 k- +1.200+0,50L+1.605+1.60H PASS 0.2410 1 -way Shear (+X) 19.802 psi 82.156 psi +1,200+0,50L+9;605+1.60H PASS 0.2410 1 -way Shear (p) 19.802 psi 82.158 psi +1,200+0.50L+1,605+1,60H PAS 0.2410 1 -way Shear (+ 19.802 psi 82.158 psi +12200+0,50L+1.605+1BOH PASS 0.2410 1 -way Shear (-2) 19.802 psi 82.158 psi +1.200+0.50L+1, + ,60 PASS 0,4714 2 -way Punching 77.457 psi 164.317 psi +1.200+0.50L+1.605+1.60k1 Det11-1-111111ailed Results Soil .y _p Roiatla�rr�Axis . . , al c it �r �i Str s Actual t llo��{�,{�i@�i[le & ($y��y Load bYo birratiortx . _.. _ { �{�� }{. . Grose Att6}YM biB ,.... ,. �_.. 5 y Bottom, } « qct Top, t.+Z . .. . L Ratio �j1111-1--+X.,_ ., X -X, +CDD+Fi 2,0 n/a 0.0 0x8692 0.8692 ,. n/a n/a 0,435 X -X, +O+L.+H 2.0 n/a 0.0 1.939 1.939 n/a n/a 0,570 4X, +O+Lr+H 2,0 We 0.0 0.8692 0,8692 n/a n/a 0435 X -X. + ZO n/a 0.0 1,457 1,457 n!a n/a 0729 -X. +O+0.750Lr+0,750L+H 2.0 n/a 0,0 1,072 1.072 n/a n/a 0,536 X -X, +0+0.750L+0,750S+H 2:0 rata 0,0 1.512 1.512 nia n/a 035 X -X, +0+0.60 +H 2,0 nla 0,0 0.8692 0.8692 n/a n/a 0.433 X -X, +0+0.70E+H 2.0 We 0.0 0,8692 0.8692 n/a n/a 0,435 X -X, +0+0.750Lr+0.750L+0.450 +H 2,0 n/a 0.0 1.072 9.072 n/a nia 0,536 X -X.. +CD+0.750L+0.7 0 +0.450 y+H 2.0 n/a 0.0 1,512 1612 n/a n/a 0356 X -X, +0+0.7 0L+0.7505+0, 2 0E+H 2.0 We 0.0 1.512 1.512 n/a n/a 0,756 X -X, +0,60 .60W+0.60H 2.0 n/a 0:0 0,5215 0.5215 n/a n/a 0,261, X -X, - D, 3 .70E+0.60H 2.0 n/a 0.0 0.5215 0,5215 n1a We 0,261 Z -Z. +CD+H 2.0 0.0 n/a n/a n/a 0.8692 0.8692 0,435 Z®Z, 4D+L+H 2,0 0.0 No n/a nia 1,139 9.139 `i 330 Z -Z, +O+Lr+ l , 0 0,0 We n/a We 0,8692 0,8692 0,433 Z -Z.. +O+S .0 0.0 We n/a n/a 1.457 1 A57 0,729 Z -Z, +0+0.750Lr+0,750L+H 2.0 0.0 n/a n/a n/a 1.072 1.072 0,531 Z -Z. +13+0.7 0 +0.750 +H 2,0 0,0 n/a n1 n/a 1.512 1,512 0 56 Z -Z. +CD+0.60+H 2.0 0,0 n/a n/a n/a 03692 0.8692 0435 Z -Z. +0+0.70E+H 2.0 0.0 n/a n/a We 0,8692 0.8692 0,435 ZZ, +0+0.750Lr+0,750L+0,40Vi+H 2.0 0,0 n/a We nia 1,072 1,072 3,333 Z -Z, +O+0.750L+0,7505+0.450W+H 2,0 0.0 We We n/a 1,512 1.512 0756Z -Z. +0+0.750L+0.750 +0, 250E+H 2,0 0.0 n/a We n/a 1.512 1,512 0,333 Z -Z. +0.600-+0.60W+0.60H 2.0 0.0 n/a n/a n!a 0,5215 0.5215 0,261 Z -Z, 30.600+0,70E+0.60H ZO 0.0 gala n/a n/a 0,5295 0.5215 0,261 Overturning Stability Roiation is Load Combination... _... tDvarturrrira fornant .__. _ ... R iatirr Moment Stability Ratiosutus Footing Has NO Overturning Sliding. , iiit _ . All units li force Application Axis toad Comblratlon Slidirsg Porte M_ . Rtlaiin lona ._._... Sildlrr SaiiyRatlo ata,s Footing Has NO Sliding _ Imam OTIM You can change this area Proiect ID: Footing Flexure . ......... . ...... . .... .... Flexure Axis & Load Combination Mu Which Tans Wn @ AseWd Gvrn. As Actual As PhI*Mn k -ft Side ? Sot or Top ? inA2 in A 2 InA2 k -ft Sitatus X -X, +1,40D+1,600 1.704 -Z Bottom 0.2592 Min Terno % 0,2727 10716 OK X -X, +1.40D+1.60 1,704 -Z Bottom 0.2592 Min Teme % 02727 10,716 OK You can change this area Who, Prolect ID: ao ACK mmmm= PIP wo Imam Title Block Line I Project Title: You can change this area Engineer: Protect ID: using the #Seffings* menu it Project Descr, 0. and then using the 'Printing & Title Block' seWion, Title Block Lyne 6 2E JUL s ri 10,40A Fde-0,11?snOWGST-IOMUME-ITNERCA-lWLANNE-1,EC6 General Footing Punching $hearAli . . ..... . .... .. . ......... . - units k Load Combination...vu. ...... .. ... - phl*vn vu I phi*vn Status +1 AOD+1 60H 40.395 DSi 164,317r)si 02458 OK +1,2013+0,50Lr+1SL+1.60H 51-842 osi 164.317cpsi 0,3155 OK +12013+1 .60L+0,50S+l 60H 61546 nasi 164,317Dss 03867 OK +1,20D+I MLr,+0,50L+I MH 40.005 r)si 164,317 Dsi 02435 OK +1.20 +1.60Lr+0.SOW+1,60H 34,624 nasi 164,317os# 02107 OK +1.2013+0.50L+1.605+1;6014 77,457 r)si 164.317osi 0,4714 OK +1.2013+1,60S+0,50W+1,60H 72,076 Psi 164,317psi 0,4386 OK +1,20D.+0.5OLr+0,60L+W+1,6014 40,005 osi 164,317Dsi 02435 OK +1.20D-+0.50L40,50S+W+1,60H 51,708 nasi 164,317osi 03147 OK +1,2013+0.50L,+0.20S+E+1.6014 44,686 nasi 164317Dsi 0,272 OK -+0.90D+W+0,90H 26,968 nasi 164.317 ns 0,158 OK -*0.90D+E+0,90H 25,968 rsi 164,317nsi 0,158 OK Title Blod( Line 1 Project Title: You can change this area Engineer: Projed ID: using the'Settings* menu item Project Descr ODY and then using the 'Printing Title Block' selection, Title Block Line 6 28',JuL 5 4 t eAl, n ... .... - ------- -11-�ll-�----,--"--Illl"��,�11-1-1 .1-1 'R%_ - " RW C,,\Usws=G$T-IOOCUME-1�ENERCA-1�PLANNf-I.E General Foofing ENERCALCINC.1983-2016,BU6,15.7.24,Ver.6,15.7.24 Description: Pad FoofiN F87 -A Code References ............. . . ...... ............. Calculations per ACI 316-11, ISC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Material Properties Soil Design Values fc : Concrete 28 day strength 3.0 ksi Allowable W Bearil, 10 ksf No f Reber Yield Vc': 60,0 ksi Increase Searing By noting Weight Concrete Elastic Modulus 3,122,0 ksi Soil Passive Resistance (for Sliding) 2%0 pcf Concrete Density 145.0 pcf Soll/Concrete Friction Coeff, 0,30 (p Values Flexure 0,90 # Bars required on each side of zone n/a Shear Analysis Settings OJ50 Increases based on fooUtin Depth Foofizbase depth Ow soil surf" 0.0 it Min Steel % Bending Reinf, Allowa, a pressure increase per foot of deptl= O.O ksf Min Allow % Temp Reinf, 0,00180 when footing base is below 0,0 If Min. Overturning Safety Factor 1.0.1 Min. Sliding Safety Factor 1«0 .1 Increases based on footing plan dimension W Add PIS Wt for Soil Pressure Yes Allowable pressure increase per foot of debt O,O set Use ftg wt for stability, moments & shears Yes when maximum length or width is greaten 0.0 ft Add Pedestal Wt for Soil Pressure No OB: Overburden 0,0 Use Pedestal wt for stability, mom & shear No H 0,0 Dimensions . ... .. .... M-xX 0,0 Width parallel to X -X Axis 3,833 ft 0,0 0,0 0.0 Length parallel to Z -Z Axis 3,833 If 0,0 k -ft 7 0,0 Footing Thicknes '12 in 0,0 0,0 0,0 Pedestal dimensions.... parallel to X -X Axis 0.0 in pz parallel to Z -Z Axis 0,0 in H H ht 0,0 in at ,Reber entedineto Edge of Concrete., at Bottom of footing 3,0 in Reinforc* Bars parallel to X -X Axis Number of Bats 5 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars 5 Reinforcing Bar SO # 4 .. . . ... . .. 4"L .. .. ..... Bandwidth Distribution Check (ACI 15,4,4,2) Direction Requiring Closer Separation If Bars required within zone n/a # Bars required on each side of zone n/a 'Lo,ads ......... Lr L s W E H P ; Column Load 9,,650 0,0 0,0 11,088 0,0 0,0 0,0 k OB: Overburden 0,0 0,0 0,0 H 0,0 U O.O ksf M-xX 0,0 U 0,0 0,0 0.0 D. 0,0 k -ft M -ZZ 0,0 0,0 0,0 0,0 0,0 0,0 0,0 k -ft V_x U 0,0 0,0 0.0 0,0 0,0 0.0 k V_ _ ,0 0,0 0,0 0,0 0,0 0,0 0,0 k PASS 0,7785 Soil Bearing 1.557 ksf 2,0 ksf +D+S+H about Z-Z axis PASS n/a Overturning - X-X 0,0 k-ft 0,0 k-ft No Overturning PASS n/a Overturning - Z-Z Ok k-ft ok k-ft No Overtuming PASS n/a Sliding - X-X 0,0 k 0,0 k No Sliding PASS n/a Sliding - Z-Z OO k 0,0 k No Sliding PASS n/a upifft 0,0 k 0,0 it No Uplift PASS 0,3570 Z Flexure (+X) 3.555 k 10,266 k-ft +1,20D+0,50L+1,605+1,60H PASS 0,3570 Z Flexure (-X) 3,665 k-it 14.266 k-ft +1,20D,+0,50L+1.605+1A01-1 PASS 03570 X Flexure (+Z) 3.665 k-ft 14.266 k-ft 0 200*050L+I .60S+1,601-1 PASS 0,3570 X Flexure (-Z) 3,665 k-ft 10,266 k-ft +1 I0D+0,50L+I .605+I VI-I PASS 0,2586 I-way Shear (+X) 21,249 psi 52.956 psi +1.20 D+0,541,+1,605+1,60H PASS 0,2586 1 -way Shear (-X) 21-249 psi 62,955 psi +1,200+050L+1 ZC6+1 ,601-1 PASS 0.2586 1-way Shear (+Z) 21.249 psi 32,155 psi +1,20D+0,500+1,60S+l .60H PASS 0,25ffi 1 -way Shear (-Z) 21.249 psi 82,158 psi +1,20 +0.501 1, +1,60H PASS 0,5287 2-way Punching 86,876 psi 164,317 psi +1,20D+0,50L+1,60S+1k0H Detailed Results ...... .... Soil Bearing 'A " Rte rr Is ai'l SII Bair in, 9fre'ss Actual I AJIowable A, Load Combination- u. Gross Allowable Xecc v.. Zecc Bottom -Z TOP, +Z w Le-X, +X Riglht� Ratio X-X, +D+H 2,0 n/a 0,0 0,8018 0,8018 n1a n/a 0,401 X-X, +D+L+H 2,0 n/a 0,0 4N18 018018 n/a n/a 0,401 X-X, +. +H 2,0 n1a ok 0,8018 0,8018 n1a n1a 0,401 X-X, *D+S+H ZO We 0,0 1.557 1,557 n/a n/a 0,779 X-X, +13+0.75OLr,+0.750L+H ZO n/a 0,0 0,8018 0.8018 old n/a 0,401, X-X, +040I50L-+0,750S+H 2,0 n1a 0,0 1.368 1,368 n/a n/a 0,684 X-X, +01+0.60W+H ZO n/a H 0,8018 0,8018 n/a n/a 0,401 X-X, +D+0,70E+H 2,0 n/a 0.0 0,8018 0,8018 n1a n1a 0,401 X-X, +0,+0,75OLr+0,750L,+0.450W+H 10 We 0,0 OVIB 0A018 n/a n/a 0,401 -X.+14+4.7 0L+0.7 0 +4,450WH°1 2,0 n/a 0.0 1,368 1368 n1a n/a 0,68,14 X-X, +0+0J50L40,750S-+05250E+H 2,0 n/a 0.0 1,368 1,368 n/a n/a 01684 X-X, +0.60D+0,60W,+0,60H 240 We 0.0 0,4811 0,4811 n/a n1a 0,241 X-X, 40,60D,+0,70E40,60H ZO n/a ok 4,4891 4,4811 n/a n/a 0,241 Z-Z, +D+H ZO 0.0 n/a n/a n/a 0,8018 0,8018 0,401 Z-Z. +D+L+H 2,0 0,0 We n/a n/a 0,8018 0,8018 0,401 Z-Z, +D+Lr+H 210 0,0 n/a n/a n/a 0,8018 058018 0,401 Z-Z, +D+S+H 10 0,0 n/a n/a n1a 1,557 1.557 0,779 Z-Z, +0,+0,75OLr+0.750L.++1 ZO 0.0 n/a n/a n1a 0.8018 0S018 0,401 Z-Z, +0+0,750LA,750S+H 2Z 0,0 n/a n/a 11/3 1.368 1.368 0,684 Z-Z. +D40.60W+H ZO 0.0 11/8 n/a n1a 0,8018 0,8018 0401 Z-Z. +D+(3.74 +#-1 10 0,0 We n/a n1a 0.8018 0,8018 0,401 Z-Z, +D+0.75OLr+0,750L+0,450W+H ZO ok n/a We n/a 0,8018 0,8018 0,401 Z-Z, +040,750L-+0,750S+0,450W+H ZO H We n/a n1a 1,368 1,368 0,6B4 Z-Z, +D+0,750L+0,750S+0.5250E+H ZO 0,0 n/a n/a We 1,368 1,368 0.684 Z-Z, +0.60D+0,60W+0.60H ZO H n1a n/a n/a 0,4811 SAW 0,241 Z-Z, +4.6013+0,74 +0.60H 10 0,0 n/a n/a n/a 0,4811 4.4811 0,241 Overturning Stability. ...... - - ilce n Axis & Load Combinallion... ire, ming Moment ResisilrDS Moment Stablilly Ratio Wtus Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination- SltdingForte ResistingForce Footing Has NO Sliding Description: Pati Foofing Fp Footing Flexure .... _..... .. Flexure !a toad Combination a Which Tension As Req'd Gvm. As Actual As Phi* a k-tEi 7 Sot or T ? in,1 in" W ii X -X, +1.40D+1.60H 1.669 +Z Bofforn 02592 din Temp % 01609 10.266 t9 X -X. +1,40D+l A01-1 1.689 I Bottom0,2692 Min TeMD % 02609 10.266 OK Title Block tine t Project Title;. You can change this area Engineer: Prosect ID: � r using the'Settings menu item Project " scr. 4 and then using the'Printing Title Block' seleclJon. Title Block LineP, Hw. 20 General Footing._:i .. _ups -ti dire: , N RCALC, INC. W,2016, 415.7.24, Ver:0.15.7.24 Descrlpticn Pad Footirq 87- Footing Flexure rt, ♦ w + s x r e r # to #:: # # ♦� 1. # ! y Load Com to .,. _ le i*VO. vu i 6* n Status +1,4 os� 1 , 17Dsi 0,243} O k pE?+�9p.�#0yt i g ��g +1...+2��Vq 840,,03 +�74311ij D sd 964,3d,g4 osi Ug.+�Uq&88 �,� K q"�'IqJ.i5+FjL�apF.a,°("�i�#^}0L,.",'g#.:7y6�T�H +1, 0D+1,60L.'"'V.+JVmi"�"i.4g0H 50738 osi 16431t sr)si td,w088 OK +1.201 +1,6OLr,+O,SOL+i .60H 34.:311 ass 164.317osi 0,2088 OK +1.20#3+1.60Lr+0,50W+i.60H 34,311 o f 164.317 si 02088 O +1,20D460L+1.60S+1,60H 66,676 mi 164317osi 56267 t +1, 0D+1 MS40,50W+1,60H 66,676 osi 164.317os 0.52'67 OK +1. Q +0,5OLr4O,5OL+W+1,60H 34,311 osi 164.31 o P 02088 O +1.20 +O.SOL i, 0S+W+l SOH 5073$ osi 164.3 7m� 0.3066 O'K +1. 0D+0.SOL+0,20$+ +1,60H 40,362 osi 1 4,317obs 0,2463 OK +0. 0 + + ,90H 25.733 osi 164,317osi 01566 O +0.90D +0.90H 25.733 s� 1 4,317os� o1w O:'°M. Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 P: Column Load Load Combinations Used: ASCE 7-10 F 3448W . 0.0 General Information OPO k OB: Overburden 0,0 0,0 Material Properties 0�0 Soil Design Values 0,0 OO k fc : Concrete 28 day strength 3,0 ksi Allowable Soll Bearin 0,0 2,0 kaf Vfc:Reber Yield 60,0 ks! Increase Bearing By Posting Weight M-zz No � Concrete Elastic Modulus 3,122,0 ks! Soil Passive Resistance (for Sliding) 0.0 250.0 pcf Concrete Density 14&0 pcf SolliConcrete Friction Coeff, OD 0,30 ep Values Flexure 0,90 0,0 O.O k V -z Shear Analysis Settings O. Increases based on footinp Depth Footing base depth be cow soil surface 0.0 0.0 ft Min Steel % Bending Rant 0,0 k Allows le pressure increase per foot of deptl= 0,0 ksf Min Allow % Temp Reinf. 0.00180 when footing base Is below 0,0 it Min, Overturning Safety Factor 1,0 :1 Min, Sliding Safety Factor 1,0:1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = 0,0 ksf Use ftg wt fpr stability, rroments & shears Yes when maximum length or width is greater4 0,0 It Add Pedestal M for Sell Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis 1,670 If Length parallel to Z -Z Axis 1 Z70 it Footing Thicknes 12 in Pedestal dimensions- px: parallel to X -X Axis 0,0 in pz: paraflet to Z -Z Axis 0.0 in H ' ht 0,0 in aTentedine, Reber to Edge of Concrete - at Bottom of footing = 10 in efnfrorrt Bars parallel to X -X Axis Number of Bars 3 Reinforcing Bar Size # 4 Bars parallel to Z -Z Axis Number of Bars 10 Reinforcing Bar Siz( # 4 Bandwidth Distribution Check (ACI 115A.42) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a kpplied Loads V-81/16" P: Column Load ... . F 3448W . 0.0 0.0 OPO k OB: Overburden 0,0 0,0 0,0 0�0 OC 0,0 OO k P: Column Load 1,90 0,0 0,910 0.0 0.0 0.0 OPO k OB: Overburden 0,0 0,0 0,0 0�0 OC 0,0 OO k M -XX 0,0 0.0 0,0 0,0 0,0 0,0 0,0 k -ft M-zz 0,0 0.0 0,0 0,0 0.0 0.0 0,0 k -it V.X 0.0 OD 0,0 0,0 OD 0,0 O.O k V -z 0.0 0,0 OD 0.0 C. 0,0 0,0 k Title Block Line I Project Title: You can change this area Engineer: Project ID: using the *Settings' menu item Project Descr; and then using the 'Printing & Title Block' selection, General Foot w ?a JU 214151, 511AM S.YMMARr- .. ....... Ilium Ratio Item Applied Capacity Governing Load Corrilbination PASS 0,5765 `oil Beefing 1.153 ksf 2,0 ksf +D+L+H about Z -Z axis PASS n/a Overturning - X -X 0,0 k -ft 0,0 k -ft No Overturning PASS n/a Overturrihig - Z -Z 0,0 k -ft 0,0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0,0 k No Sliding PASS We Sliding - Z -Z 04 k 0,0 k No Sliding PASS n/a uplift 0.0 k 0Z k No Uplift PASS 0M340 Z Flexure (+X) 0,4670 k -ft 13,981 k -ft +1,20D+0,5OLr+l,60L+l MH PASS 0,03340 Z Flexure (-X) 0.4676 k -ft 13,981 k -ft +1 .20D+0.50Lr+`I,60L+I .60H PASS 0.03340 X Flexure (+Z) 0,4670 k -ft 13,981 k -ft +1,200+0,50Lr+1.60L+1 MH PASS 0.03340 X Flexure (2) 0.4670 k -ft 33,981 k -ft +1 .20D40.50I.W.601-4601-1 PASS 0,01261 1-g ay Shear (+X) 1,036 psi 82,158 psi +1,20D+0.5OLr+1,60L+1.60H PASS 0,01261 1- y Shear (-X) 1,036 psi 82.958 psi +1,20D+0.50Lr+l .60L+l MH PASS 0.01261 I-way Shear (+Z) 1,036 psi 82,158 0 +1.20D+0.50Lr+1MI.+11,601-1 PASS 0,01261 I-way Shear (2) 1,036 psi 82,158 psi +1.20 +0.5DLr+9,60L+1.601-1 PASS 0,0570 2 -way Punching 9,366 psi 164.317 psi +1,20D+0,50Lr+1,60L+1.60H Detailed Results Soil Beari ............ Rotation Axis & ........ .. ....... Actual SellBeart Stress Actual I Allowable 'a Load Combination -m. Gross Allomble XeCC Bollorn, -Z TOP, +Z 1.3 _XRatio X -X, +10+H 2.0 n/a 0,0 04263 0,8263 n/a n1a 0,413 X -X, +D+L+H 2,0 n/a 0�0 1.353 1,153 n/a n/a 0,5-17 X_X, +D+Lr+H 2,0 n/a 0,0 0,8263 0,8263 n/a n/a 0,43 X -X, +D+S+H 2,0 We 010 0,8263 0.8263 n/a n/a 0A13 X -X, +D,+0,750Lr+0,750L+H 2,0 n/a 0.0 1.071 1.071 n/a n/a 0.536 X -X, +D,+0,750L40,750S+H 2,0 Iva 0,0 1,071 1,071 n/a n1a 0,536 X -X, +D+0,60W+H 2,0 n1a, 0,0 0,8263 0,8263 n/a n1a OAQ X -X, +D,+0,70 +H 2,0 n/a 0.0 0,8263 0,8263 n/a n/a 0,413 X -X, +D+0.750Lr+0,750L+0,4501 +H 2,0 We 0.0 1,071 1,071 n1a ri/a 0,536 X -X. 4,D+0.750L+0750S+0,450W+H ZO n/a OD 1,071 1,071 n/a n/a 0,536 X - X, +D+0,750L+0,750S+0.5250E+H 2.0 n/a 0,0 1.071 1,071 n/a ale 0 5M) X -X, +0.60040,60W -+0,60H ZO n/a 0,0 0,4968 0,4958 n1a We 0,248 X -X, 40,60D40,70E+0,60H ZO n/a 0.0 0,4958 0.49511 n/a n/a 0,248 Z -Z, 40+H 2,0 0.0 n/a We n/a 0,8263 0,8263 0,413 ZZ +D+L+H 2,0 0,0 n/a n/a n1a 1,153 1,153 0,577 Z - Z, +D+Lr+H 2,0 0.0 We n/a n/a 0,8263 0,8263 0413 ZZ +D+S+H ZO 0,0 n/a his n1a 0,8263 0V63 0,413 ZZ +D40.750Lr-+0.750L+H 2.0 0,0 We n1a n/a 1.071 1,071 0,536 Z -Z, +D,+0,750L,+0,750S+H 10 0.0 n/a n/a n/a 1.071 1,071 0536 Z -Z, +040S0W4+1 ZO 0.0 n/a n/a n/a 03263 0.8263 0,413 Z -Z, +D,+0.70EhH 2,0 0.0 n/a n/a n/a 0V63 0,8263 0,413 '6 Z -Z, +D+0750Lr+0750L+0A50W+H 2,0 010 We n/a n/a 1.071 1,071 OM Z -Z, +D+0.750Li().750S+0,450W+H 2,0 0,0 n/a We n/a 1,071 1.071 0,536 Z -Z. +D*07501.4750S+0.5250E4+4 2,0 0,0 We n/a n/a 1,0"71 1,071 0,5136 ,7.-Z,,+0MO,+0.6DW+0,60H 2,0 0.0 n1a n/a n/a 0,4958 0,4958 0,248 Z -Z. +0.601 +0,70 2,0 0,0 n/a n/a We 0,4958 0,4958 0248 Overturning Stability Rotate la Resist! Moment Wbi Sinton Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination b.. SafetyRaflo sutun Feeling Has NO Sliding w.liding Prat ID: @ Footing Flexure 1--I--I---'.----- ............. Flexure Axis & Lod Combination Me Which Tension As Req'd Gem. As Actual As PhrMn tis k -ft SIde ? Sot or Top ? jnA2 W2 JnA2 k -ft X -X, +1A0D+1,60H 0,3325 +Z Bottom 0.2592 Min Temo % 0.3593 13,981 OK XX +1.400+1.60H 0,3325 1 BOOM 0.2592 Min Ten % 03593 13.981 OK You can change this area Proiect ID'. (9 I We- DIOCA une 0 ---- --- ------- General Footing F$9=C,�Um�DOUGST-ItOOCUME-1�tNERCA-ITLANNF�1,EC6 ENERCALC, WC. W-2015, Buft.6,16,724, Vera 16,7,24 MI y Title Block Line 2 Project Title: You can change this area Engineer; Project ll): using the *Settings" menu item Project Descr;1.a : and then using the 'Printing Title Block' selection. Tote Block Lined Fnmeq2.; S - .�s r r-I\amu -IkENE CA—I r NNE -I. s General FootingN AL . SNC t . 1s. BuiW:6.15.7.24. V :6.15.7,24 Punching Uear All units k Lead _ Combination— - _ vu PhI*Vrt vu i i*1Jn Sixtus +1 A0D+1,60H 6,666 nsi 164.317osi 0,04 Oil +1,20D45OLr+1,60L+1,60H 9,366 osi 164317osi U57 OK +1,201+1.60L+0. 0 +1,60tt 9.366 osi 164, 17osi 0,057 OK +1.20 +1.60Lr+0.50L+1.60H 6.656 osi 164,317osi 0.04173 Citi +1,20D+1,60Lr+0.50W+1,60tt 5,716 osi 164,317 psi 0.63476 O +1,20D+0.50L+1,60S+i .60H 6,656 osi 164.317oss 0.04173 OK +1I0D+1,6OS40M +1,6 H 5.716 "Isi 164,317Dsi 0,03476 O +1.200+0,SOLr+0, 0L+W+1.60 # 6,656 osi 164,317osi 0,04273 O +1.20D+0.50L+0,50S+ +ISH 6,656 msi 164317osi 0.04173 OIK +1.20 +0, 0L+0.20S+ +1.60H 6.656 osi 164.317m 0,04173 OK +0, 0 + ti* 0 t 4,267 osi 164.317csii 0.02609 O +0. D+E40,90H 4,261 osi 164.317rx i 0,02609 OK Date: July 14, 2015 Subject: Foundation Recommendations for Addition, 4595 Harlan Street, Wheat Ridge, Colorado Job No: 15-424 Alimar Construction 3665 Lee Street Wheat Ridge, Colorado 80033 As requested, Hollingsworth Associates, Inc. has conducted a geotechnical investigation for foundation recommendations for the addition to the existing building located at 4595 Harlan Street in Wheat Ridge, Colorado. The field work was conducted on June 30, 2015 and consisted of taking one hand drive sample from the utility line trench. The subsurface study Site Conditions: At the time of our field investigation, the site had an existing one-story ME= investigation were sandy silt. A gradation of the sample taken is shown on Fig. 1. The sandy silt settled upon loading and when wetted under constant load as indicated by the swell - consolidation test results shown on Fig. 2. The laboratory test results are summarized in Table I. Hollingsworth Associates, Inc, Geotechnical& Environmental Engineers 2875 W, Oxford Ave.47 Sheridan, Colorado 80110 303-781-5188/fax 303-781-5224 4595 Harlan Street are suitable to support the addition founded on a spread footing foundation. The allowable bearing pressure of the foundation subsoil is 2,000 psf. If we can provide additional information, please call. Sincerely, N !T�'C�Ft�7��t�„i'Git;=lNALYSIS Stt.�'F ANALYSIS fimL REAtMM US !, b 1YAND AMtSWS'FS Ctl ARW, Alt OAlVs FSN08 k3FPft T€tR €t3 .�,..,_-,-m....,.... tCt _itt 46 K 3 A' 1A, ...,.._..� F.- S is "x, rt997PM :SA�iiA : Mpiy +%SeEht MASYN % N, 00 t0'Ki It1 z z z.. „ ( } 4 f dd Al m _ .p .... ..: " ., # a .': . 4 41 t t f So � _ r i { { .r :.: + f � 1 . { j, 3c t f .. XPS (01 ON0707, W9 29, 11V IS 2,38 .d.PYr 992 tq.4 iA.t "k6P t2 .."-BI t9R L1tARii252' R 414`i�ARi7Q".?,d` fA3 a4K6C,YAALY'RSt4' F t l \ANO ORAVEL } P CLAY K)S T' .. Y .p .. ,,. ., { t„4pg[J(#'b { HNi tz9nRi}* i VMS^: Z 4.,t7A#F.Sk i GR.AV L 0 % SAND 20 °eo SILT AND CLAY 80 % LIQUID LIMIT % PLASTICITY INDEX NP % SAMPLE OF Sandy silt FROM Sample S-1 HYDROMETER ANALYSIS I SIEVE ANALYSIS [. TM READING',, US 12.4,VRABEWS YES t v::NR squ' "(w Nsm.;S, , 2MR THR wo OWN lMN a IWN 2ktj i 1h57N �dSN 'IYSU tt'€F Nk au d( t@ # 3^^- - L: o- ,...`�."�jt 2Cd §b i p Z. ., ... -� f }, z f }h i r, { * _ .;'vR ..a.....i:._�A 1XIS W ON '•••aV "z0.4 W9..._ zVr TWI i0 ?3R d.36 toe !9_i 762 M M: '49 "16hhtk PF+fit BSE �X}2T"cCT. i M A163.S.S.A#h'ii'IdY 1 i i WA111_1 e R 'S , ceAt TO SH, risB v f FNE I 10AR11i DA7f: t CC AM4k a GRAVEL °fin SAND % SILT AND CLAY % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF FROM y}1�¢ 5 -"TLY '" �Grad v�l 1 . Moisture Content— 10,7% Dry Unit Weight= 98,pcf Sample of Sandy silt From: Sample S-1 0 Ad `tions! ove cnt a de at sf t pressure upon ettan -2 -.3 -4 - ti. l 10 20 too APPLIED PRESSURE; - ksf` Moisture Content- % Dry Unit Weight= pcf" Sample of, From" 0. t to ti? too D PRP.SSI..iRP . ks 5-424 4 ��a>.r. wcs�� rtrs� ; <arF�ar,:s } Swell -Consolidation Test Gilt Fig. d�eur�4rrnrc�ali.rrvrctznrnent�l�,nyr€teens j crCL °a( ol z. d 00 U5 �r C4 °cs g CN cry ; + ccs + o c co �a as FOR OFFICE USE ONLY 'Wh6at 'e Cit} of LFOR CC.� �t UNjTY D L i t j'� rBudding & Inspection Se es Divis on 'U,03 1013S75 0 .29"Ave., Wheat Ridge, O 80033 t�ttice: 303-235-2855 * Fax: 303-287-8929 w Inspection Line. 313-234-5933 Building it Application Puss* 00MOOts stt hightl9hUd veno on both sides of this form. ors to s tt0#tjor s ° nots : *** Property Address: � Property Owner (please prin)eA4 k P t): Property Owner Emalf: Mailing Address: (if different than property address) Address; µ , �,State, i : � , 3 Contractor., �,4ke- Contractors City License /!o 67. 57 Phone. -U26 Contractor all Address: t, � Sub Contractom Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License# LicenseWk City License Other City Licensed Sub: Other City Licenser) Sub`, City License # City License Complete all information on BOTH sides of this form <»■?»®©,,r:t..._. <©t«� »-:©- ®*■2 $\■\\66% ■:,/�� \%.x��\�\ ■f<«� y\%.�■e°? ;■ \ «°- \ y % < ««■f< © ®~ °� ° »& w«, w>� ««» © ■ % 2 %». a r . ®:»u� � .:., w ■\:�� C©� ::•�,aw©.:_w��f°��» § TIC(\# \ y.6 J� \ w.:0Ale V) f1 SgFFUL \\\\ ?\ �\ \2.. \. \ \\Gallons.. \ . Amos :..... : . .Squares . . . \«\)*w y.. . .. . .y. < Family Environmental Services 3650 Denver, Colorado * V'" 6666: Re. 4595 j4arlan 652915-1 f « it ..: ; t . " f . p'.: t s * ,. p ! «" * s � � " a. � � w: # *. x. • � � k' * » 666,6. # t , # . # .:.: . # ... ^^ ,: -.,: .. # # s . # �, � s : t t •; Brandon Rawlings Asbestos Analyst brae€ngs familyenv€ronmental6corn Cell. 724-263-OSW Katie Slaw PLM Laboratory Manager/Asbestos Analyst Cell: -631-4120 A, River North Environmental , Inc. A 3650 Chestnut Place 303.29U Denver„CO 00216 Fax., 303-292-1451 www'motasti%corn info rrtsttstin .+aro REPORT F TEST RESULTS PLM Bulk Asbestos Analysis NVLAP Lab Code 200448-0 CLIENT: T, Fam ly Environmental Compliance Services PROJECT: M1 -355 bit No. Layer No. Nc►sr Ws Asbestos Sample ll3 Description Layer % Type M Components pLMI - 1 459 tai -C AO -01 LAYER 1 LAYER t None Detected Mastic, Yellow, Homogeneous, 70% Resin 1 Resinous LAYER 2 LAYER 2 None Detected Mud, Off White, Homogeneous, Fine 3 OthetNori-Flbrous 1000A Grained materw 4596-0071- AOI -02 Mastio, Yellow, Homogeneous, LAYER 1 None Wooled Rest 100% Resler 1 PLtJl15 4595 1-A -01 LAYER 1 LAYER i None Detected MastidPoint, Yellow/Sl Non- 0% Resin 100°, homogeneous, Resinous LAYER 2 LAYER 2 None Detected Synthetic Fiber 90% W Material, While.and Brown, rNon-Fibrous 15 Horn Ien us, Fibrous terial 4595-001-CA03-01 Mastic, Yellow/Stac , bion- LAYER 1 None Detected homogeneous, resinous 100% Resin 100° PLM15-356-05 4595-001-CDW01- LAYER I LAYER i None Detected Cellulose Fiber 30% 01 Drywall with paper, White/Brown, 60% Other No Brous 70% Non-hornogeneous, Fine material Gralneffibrous !LAYER 2 LAYER 2 None Detected Mud/Point, Off White, 100/0 Other Non -Fibrous 1000/0 Homogeneous, Fine Grained Material LAYER 3 LAYER 3 None Detected Fibrous Mass 30% Mu pe, White/Yellow, Non- 20% Other Noxa -F ags 70% homogeneous, Fine Grained/Fibrous material LAYER 4 LAYER 4 None Detected Mud/Point, While/Yellow, Non- 10% Other Non -Fibrous 100% homogeneous, Fine Grained material W' RUN JjV-Ajkjf4,VDenver, C-06021 -145 www"Metesting,corn info @metesting,com REPORT OF TEST RESULTS PLM Bulk Asbestos Analysis NVLAP Lob Code 20044" CLIENT: Family Environmental Compliance Services PROJECT: PL 16-355 Lab4D, No. Layer NoAsbestos Non -Asbestos Sample ID D"cripiton Layer % Type (11/0) componenu N 02 Drywall with Paper, Whiteffirown, N04tomogoneous, Fine Gralnadf&ous LAYEkl MU00400, White/Yellow, Non- horricigin*uC Fine Grained/Fibrous LAYER I None Detected $00/0 LAYER 2 20% LAYER 3 10% LAYER 4 White/Yellow, Nonw 10% ,pus, Fine Grained 99 •,, w « -- Calfulose, Fiber 30% Met Non -Fibrous 70% Material 4595-001-CDW02- LAYER I Cellulose Fiber 60% Other No ib 50% material 50% Other Non -Fibrous 100% material None Detected Other Non -Fibrous 10MA Material PLIVII-115-355-07 4595-001-CDW02- LAYER I LAYER I None Detected cellulose Fiber 30% 01 Drywall with Paper, While/Brown, 50% Other Non -Fibrous 70% Non-hoinogeneous, in material Grained/Fibrous LAYER 2 LAYER 2 None Detected f6rous Glass 30% MudirTape, White/White, Non- 20% Other bion -Fibrous 70% homogeneous, Fine Grained/Fibrous Material LAYER 3 LAYER 3 None Detected ceffulose Fiber 50% Mud(rape, White ream, Non- 20% Other Non - Fibrous 60% homogeneous, Fine Grainsiffibrous Material LAYER 4 LAYER 4 None Detected Mud/Paint, White hate, Non- 10% Other Non -Fibrous 100% homogeneous, Fine Grained material PLM15-3W08 4595 -001 -CCW 3- Drywall with Paper, Whit alBrown, LAYER I None Detected Fibrous Glass 10% 01 Non-homogeneous, Fine 100% cellulose Fiber 20% Grained/Fibrous Other Non-Fibmus 70% MPETM 4695-001-CMSOI- Sealant/PaW. GreyNVh1to, Non. LAYER i None Detected 01 homogeneous, Granular 100% Other Non -Fibrous 100% F�Ltvt1S-3 1G1 4696-001-CMSOI- Sealant/Paint, Grey/White, Non- LAYER I No Detected 02 homogeneous. Granular 100% her Non -Fibrous 100% 4595-001-CMSOI- SeallarrWaint, Grey/Yellow, 03 homogeneous, Granular Non- LAYER I None Detected 1000/0 Other Non- taus 100% W. — REPORT OF TEST RESULTS PLNI Bulk Asbestos Analysis NVLAP Lab Code 2W44" CLIENT: Family Environmental Compliance Services PROJECT: PL I5-355 No. Layer No. Asbestos mit Sample ID Description Layer % 7 f'� Components 459 1-F Gtl1- LAYER I LAYER 1 Chrysotile 12% 1 Fkw Tile, Tan, Homogeneous, s, 900% Resin 88% 1 Resinous 100 Fibrous Glass 10% LAYER 2 LAYER 2 ch the 6% 60% Mastic, Black, Homogeneous, 10% Resin 2$ PLM16-355-16 ....a,..w-u...«....w» Resinous PL153 - I .-. 14- _,� - - .._...._. _ _ LAYER 1 None Detected Cellulose Fiber Fibrous Glass 30 10° 4595 -WI -1.11501. Drywall with Paper and Paint, LAYER I None DetectedFiber 309 01 WhItefikhimlWhite, fon- 100% tither Ni Fibrous 70% P 16 355.17 homogeneous, Fine Grained/Fibrous material PLM 16-355+•'14 458 1 -LIP 2- Ceiling TileirPaint, Off WhiterAff1410, LAYER 1 Norre Detected Cellulose Fiber 30% 1 Non-homogenews, Fibrous 100% Fibrous Glass 1 Other -Fibro 60% material P 15-355-16 4695-001-LIP06. MeilingTile/Paint, Off White kite, LAYER 1 None Detected Cellulose Fiber 30' 01 Non-homogeneous, Fibr 100' Fibrous Glass 10% Other Fibrous 60% Materiel Page 3of6 4 9 ill -Li tt * Ceiling Tile/Paint, Off White/White, LAYER 1 Nana Detected Cellulose Fiber 30 1 Non-homogeneous, Fibrous 100 Fibrous Glass 10% OtherNon-Fibrous 60% Material PLM16-355-16 ....a,..w-u...«....w» w........e. �....» ., «. 4595-001 -LIP ceiling rile/Paint, Off White/White, LAYER 1 None Detected Cellulose Fiber Fibrous Glass 30 10° 01 No"ornogeneous, Fibrous 100 Other Non -Fibro 60° Materiel, P 16 355.17 4595.001-LlP€15a ceiliTile/Paint, Off WhiteNiolhite. LAYER 1 None Deteded Cellulose Fiber 30% 100A 01 Non4iorholiensous, Fibro 100°, Fibrous Glass Other Na ibr s 606 Material P 15-355-16 4695-001-LIP06. MeilingTile/Paint, Off White kite, LAYER 1 None Detected Cellulose Fiber 30' 01 Non-homogeneous, Fibr 100' Fibrous Glass 10% Other Fibrous 60% Materiel Page 3of6 "'CZ'W�W! 1�� M50 Chestnut Place CLIENT: Family Environmental Compliance Services PROJECT.- PL 16-355 No, Layer No. Asbestos Non -Asbestos Sample ICS Descripiltort Layer % Ty (%) Components M> PL 15- 1g 4595-001-LWCCi1_ LAYER I LAYER 1 None Detected 1 Mastic, Yellow, Homogeneous, 4 Resin 1 Resinous LAYER 2 LAYER 2 None Detected Concrete, Gray, Flo us 5 fibrous Granular Material P15-355-2.� 459"01-LWC01- LAYER 1 LAYER 1 None Detest 02 Mastic, Yellow, Homogeneous, Resin 1 Resinous LAYER 2 LAYER 2 None Detected Concrete, grey, Homogeneous, 6(w Other -Fibrous Grarlufar Material LAYER3 LAYER3 None Detected Slew, Homogeneous, t Resin t Realn Resinous PLM15-355-21 459 1-LWC 1- Concrete, Grey/Off White, Non- LAYER 1 None Detected 3 homogeneous, t ranutar/Resr s 100 Resin Other Non -Fibrous 700/0 ,. a... .. 1a(«:5`.. ....,. ..,.....d.$..,.......,«..,.„...............w«,+., ..w........®.._. ... .... «,....,. ,. ».........„.,.......,...,.................�...........w.em. P 22 «.....„...„+...,.,...:»....., «,,......«„W.e...,.n .... .»..........:».. ..w»... .......�,.......�.. «. ».,...� .�w....,..n...�.,.«. »..... «.... ..,.»,....... ..m...... .».w.,.».., ., ... 459 1- 01- Mast! alnt, Yet /Light Blue, LAYER 1 None Detected 01 Homogeneous, Resinous 100 Resin 1 ..,..a...»...»..,.M...»,....A-....�.....«.a�,.e�..�...«.w,.�,...-,.,..-»....««.�..�..,w.......,...�.. PLM15-3 3 ......,..,.......«..,.«......,..�.....,,.w».,�..»......M..,..:.�,.v.�...�m..,...�.:..»..,....,,..,.:..:._..... ..,....�,.-.«.�,...,v...� w.,.. W»�.,...b........m.a., ...«e........�.�....,,..�...w.... 4595 -001 -PCO!- Coati int, tuft White/Light Slue, LAYER t h"otile Trace Non-homogeneous, Resinous 100 Resin 1 PLtV#15-355-24 45 tl 1-PC01-02 LAYER 1 LAYER 1 Chrysotile Trace Coating/Paint, Off White/Off White, 70% Resin 1 Non-homogeneous, Resinous LAYER 2 LAYER 2 Chrysotile Trace Compound, Off White, 300A Other Non -Fibrous 1000 Homogeneous, Granular material a1 PC01-03 Coatingipaini, Off White/Light Blue, LAYER I Non-homogeneous, Resinous 100% Chrysot#e Trace Resin 1000/0 r ,4;�q lenerr, CQ 8215 wwwmetestinging.00rn in d etesting.norrr REPORT OF TEST RESULTS PLM Buhr Asbestos Analysis NVLAP Lab C 48-0 CLIENT: Family Environmental compliance Services PROJECT: FAL 5-355 Lab4D No. Layer No. Asbestos NonAsbostos Sample ID Description Layer % components - 4595 -001 -PCO2 -01 CoatinglPaint, Off White/Light Slue, LAYER 3 None Detected Non-homogeneous, Granular 100 Other Fibrous 1 i"8.,$YDF�27 ._....,w,.,a...,A..�., ..mm. ....w,.m.,�., ,�«,......e.w.,w... w. ,..,...,.w,.. ....�..a..._..e ....m...w,.�.�......,..m„«..,_..«......,m.w.,.w.v 45 i 9-pC -02 Coagrigpaint, tuft el fight Blue, LAYER I None Detected Norl-homogeneous, Granular 100% Other Non -Fibrous 1 4595-001- 002-03 CoatingMaint. Off White/Light Blue, LAYER 1 None Detected Non-homogeneous, Granular 100 Other Non -Fibrous t ogfp.W1-PL01-t31 Compound/Paint, Whltefreal, Man- LAYER 1 Mane Detected homogeneous, Granular 1OMA Other Non -Fibrous 100% PLMi6-355-30 mm... �..�.,... mm�wm«»..e. « .............�.... .�»m».w...�m ....m.,mw ....,.m,.» «. ...>a.. 4595-001-PL01-02 Compound/Paint, White i`eal, Non- LAYER 1 None Detected homogeneous, Granular 100% OtherNon-Fibrous 100% 45 001-1 01-03 LAYER 1 LAYER 1 None Detected Compoun(Waint, White/Teal, Non- Ota% father Non -Fibrous 100110 homogeneous, Granular Material LAYER 2 LAYER 2 None Detected Cellulose Fiber 30% aperiTe %paint, 60% other -Fibrous 0 B rt al, Non- Material homogeneous, Fane rained/Fibrous 459 1-T501-01 Paper/Mud/Paint, LAYER 1 None DetectedCellulose Fast 30B 8ro hat ell , Non- 100% Other Non -Fibrous 70% homogeneous, Fine Grained/Fibrous material P Mt15:355- 3 4595 -001 -TSC% -02 LAYER 1 LAYER 1 None DetectedCellulose Fiber 30% paper ludtRaant, Br he/Blue, 60 r -E ro s in Non-hornogeneous. Fine material Grained/Fibrous YR 2 LAYER 2 None Detected MudlPaint, White/Yellow, Barr_ 40% OtherNon-Fibrous 1 homogeneous, Fine Grained material River North Environmental T"tW910 Me. € Chestnut Place 303-291-0079 Denver, s 80216 r WWW.m stsstingtom� �tt i"4�corn PLM Bulk Asbestos NVLAP Lab C. Family Environmental Compliance b4D No. Layer No. Asbestos NonAiliboollos Sample ID Description Layer Type N Components pl M - 59 1- SOI- 3 LAYER ,1 LAYER 1 None Detected 30 Paper/Mud/Paint, 60% Other Non -Fibrous, 70 Cresm/Whiteffielge, Non- Material homogeneous, Fine Gralneffibrous LAYER 2 LAYER 2 Norse Detected Mud/Point WhiteNVh1to, Non- Nen-F s 1 homogeneous, Fine Grained material p 15-355-5 4695-001 - 1 LAYER I LAYER 1 None Detected Ail /Paint, WhilleirTeal, Non-., Other No iou 1 homogeneous, Fine Grained Material LAYER 2 t,AY R 2 None Detected Mud/Paint, WhileNellow, Other Non -Fibrous 1 homogeneous, Fine Grained material LAYER 3 LAYER3 Mud/Paint, White/Tan, Non- Other Nu ib 1000/0 homogeneous, Fr Grained Materiel 4595- 1-TSOI-05 Paper/Mud/Paint, LAYER 1 None Detected Cellulose Fiber 30 l rt hetet ell , Non- 100 r Non-Fitit us 70 homogeneous, Fine Grained/Fibrous Material ADDITIONAL COMMENTS: All separable parts or layers (except paintwithin the same sample are analyzed and reported individually. Composite asbestos percent is reported, if applicable, by visual estimation, NO = None Detected TR = Trace, less than 1.0 Analyst: : 06/€36=15 Brandon Rawlings Document blas: FCF-04.00 Effective Bate: 10/17/2013 Page 3 of 2 Iver North Environmental Testing,Inc 3650 Chestnut Place * Denver, CO 86216 licEPh: 303-297-0079 . Fax: 303-292-1451 www.rnetesting.com info@rnetesting.com rnetesting.com Client: Family Environmental Contact: T. Fitzpatrick Address: 3650 Chestnut place Denver, CO 88216 Phone #: (303} 3-3282 Fax # Email: (303)443-0367 Date Sampled. Sample Location. 4595 Harlan 052915.3 Special Instructions: Lab ill Client ID Description Type of Analysis Volume/Other (for lab a onl PL3vlS-355-9 59> x-L1lyC; oncreta PLi1 PLIvt15-35 tit l .nM ... 1595m-LWC01-102, , .. ,.- r.. Concrete PLM . Total Number of Samples., 3-20 of 36 Sample Condition (Accept/Reject): Requested Turmaround Time: # ( ) Next Day ( 3-S Days .:< RUSH Turner times reRuired pr,rar nntarrcation. Additional fees may apply, Call lab for m4re details. Relinquished fay: Date/Time: wa Received by. ate Time; Relinquished by. Date/Time:: Received by. ate/Time. a Y I I }■y Ceiling Panel PL3vlS-355-9 59> x-L1lyC; oncreta PLi1 PLIvt15-35 tit l .nM ... 1595m-LWC01-102, , .. ,.- r.. Concrete PLM . Total Number of Samples., 3-20 of 36 Sample Condition (Accept/Reject): Requested Turmaround Time: # ( ) Next Day ( 3-S Days .:< RUSH Turner times reRuired pr,rar nntarrcation. Additional fees may apply, Call lab for m4re details. Relinquished fay: Date/Time: wa Received by. ate Time; Relinquished by. Date/Time:: Received by. ate/Time. a Chestnut Place w Denver, 80216 CO .0 a a: Client: Family Environmental Contact: T. Fitzpatrick Address: 3650 Chestnut Place Denver, CO 60216 Phone #, (303)443-3282 Fax#/Email: (303)443-0367 Cate Sampled; Sample Location. 4595 Harlan 052915-1 Special Instructions: Total Number of Samples. 1-36 Sample Condition (Accept/Reject): Requested Turnaround rime, 1 UIH ��� { )filet Day 4 3-5 Bays ftil$H Tar ounc times required Ardor notification, Additional fees may apply. Cali fab for more details. a a e a • 4a a,. a Date/Time: ° Date/Time. ! 1 mate/ Time: Date Time: City Clerk o4wo*ion Thx� to c�o M"ting V�*P, or Other PNQ So"t book or mwf�vp po" Do v*fo 2megjK��� App"d a cnce e City Clerk ST SIGN ALL SPACES'PERT4INING' e: - FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons s Insulation Stemwall'/ (CEG) Concrete Encased Ground Building Final' . Reinforcing or Monolithic R.O.W & Drainage INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS IParking & L211dSCapjng. __ _ __ _ , - __ _ SH011LD$E CALLED AT - LEAST ONE WEFK PRIOR To FINAL INCa F�,TIpy S — Weatherproof/ French Drain 1 Sewer Service Lines:` PERMITTED Water Service Lines <YOUR NO CONCRETE UNTIL ABOVE' HAS BEEN SIGNED :RETE SLAB FLOOR ical :(Underground) nng (Underground) g (Underground) <DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED HS ung Nall tie I f Il Framing Electrical Plumbing Insulation Roof Building Final' Drywall Screw Di <S? o R.O.W & Drainage INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS IParking & L211dSCapjng. __ _ __ _ , - __ _ SH011LD$E CALLED AT - LEAST ONE WEFK PRIOR To FINAL INCa F�,TIpy S — d �0/.c77m11 n g Sri a�L FINALS Electrical Plumbing Mechanical Roof Building Final' Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS IParking & L211dSCapjng. __ _ __ _ , - __ _ SH011LD$E CALLED AT - LEAST ONE WEFK PRIOR To FINAL INCa F�,TIpy S — — " "`NOYE :"�1Y'CITEMS`7N'UST - BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OFOCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED a. PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 093597 zr V c 0 ❑ No one available for inspection: Time 6 AM/ Re- Inspection required: Yes <: _ "When corrections have been made, call for re- inspection at 303- 234 -5933 Date: Inspecto DO NOT REMOVE THIS NOTICE CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 093897 Issued: 11/19/09 Stipulations: Partition Walls for Offices 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: 4595 HARLAN ST Parcel Number: 39-242-99-002 Owner: Javier Stone 4595 Harlan St. Wheat Ridge, CO 80033 Contractor: Eric Hamm Hamm's Int & Ext, Inc. 501 S. Fairfax St. Denver, CO 80246 For the Following Purpose: Commercial Remodel Conditions NO change shall be made in the USE of 2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion - 1997 UBC/2002 NEC from the City of Wheat Ridge. Sprinkler Stem ng Inspector Zoning Administrator TE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 11/23/09 07:50:26 City of Wheat Ridge Page 1 bp70l-ls PERMIT INFORMATION - 093897 mmackey PERMIT INFORMATION: Permit#: 093897 Address: 4595 HARLAN ST Permit Type: Commercial Remodel Parcel Cd: 39-242-99-002 Permit Dt: 11/06/2009 OWNER: Javier Stone Expires: 05/05/2010 Address: 4595 Harlan St. City/St/Zip: Wheat Ridge, CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DU: 1 Seteacks-Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: CARPENTER Annex Dt: Right: 0.0 Cont Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: 10' high & 8' high partition Walls for offices (no elec/plu FEES QTY DUE PAID: Permit Fee 2,900.00 108.30 108.30 Plan Review Fee .00 70.40 70.40 Total Valuation 2,900.00 .00 .00 Use Tax 2,900.00 52.20 52.20 230.90 230.90 - CONTACTS: owner Javier Stone 4595 Harlan St. Wheat Ridge, CO 80033 3034581234 go CL2 Hamm's Inc & Ext, Inc. Eric Hamm 501 S. Fairfax St. Denver, CO 80246 3033009545 PARCEL INFORMATION: 10 Structure Type 705 20 Year Built 1963 30 Property Type COMMR PERMIT CONDITIONS: KC: Approved per plans and notes on plans. Subject to field inspection. Must comply with 2003 IBC and all applicable City of Municipal Codes. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 11/06/09 CREATED FROM APPL# 09-0330 10115109 Contractors check came back as NSF for 195.40 Permit application in "apps awaiting things" folder. INSPECTION INFORMATION: TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 FRI:Framing Rough Insp. 09-0373 11/16/09 no KC 11/17/09 11/17/09 COMPLETE 2 DWS:Drywall streW/nail .11/17/09 no KC 11/17/09 PARTIAL 3 DWS:Drywall screw/nail 11/18/09 no KC 11/18/09 11/18/09 COMPLETE 4 BFI:BUilding Final Insp 11/20/09 no KC 11/19/09 11/19/09 COMPLETE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i=r2si~n -3° t/~ fJ~l21/~ L Job Address: /S9.S ~fA~'1A r sT Permit Number: 4993&'97 A- - z ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, cafi for re-inspection at 303-2345933 Date: _17117A9 Inspector: DO NOT REMOVE THISNOTICE ♦ 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`S Job Address: LISPS /r'.e),n`sr✓ sr' Permit Number: OT 3977 ❑ No one available for inspection: Time Y AM~LPM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-2345933 Date: 14118 Ip9' Inspector: . i DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge _r- Commercial Remodel PERMIT - 093897 PERMIT NO: 093897:' ISSUED: 11/06/2009 JOB ADDRESS:. 4595 HARLAN ST' 'EXPIRES.: 05/05/2010 DESCRIPTION:. 10' high & 8' high partition -walls for offices (no elec/plu( CONTACTS owner 303./458-1234 Javier Stone gc 303/300-9545 Eric Hamm 09-0373 Hamm's Int & Ext, Inc. **:PARCEL INFO ZONE CODE: UA 1 USE: UA SUBDIVISION: 0379 BLOCK/LOT#: 0/: FEE SUMMARY ESTIMATED PROJECT VALUATION: 12,900.00.: FEES Permit Fee 108.30 Plan Review Fee :.70.40 Total Valuation .00 Use Tax 52.20 ..TOTAL .230.90 Conditions: KC: Approved, per plans and notes on;.plans. Subject `to field inspection. Must comply with 2003 IBC and all applicable City of Municipal Codes. 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 responsibilit for compliance with the Wheat Ridge Building Code (I.B.C) and all other applic/abDl idge 21in4nc_es„Lf&__W55 r this permit. Plans subject to field inspection. Signature of; contractor/owner `date 1 This permit was issued in accordance with the. provisions set forth in your application and is subject to thelaws 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, ny violation of the provisions of the building codes or any .'other ordinance, law,rule or regulation. All plan re ew subject to field inspections. Signature C.'. f BuildinqOfficial .::date %C%C%C iii ~ Lib ppp, Y7 (303)235-2855 :1 'ON THE FOLLOWING BUSINESS DAY. W HEgT ~oF R City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °~<oR ao Inspection Line: 303-234-5933 Property Address: 95 'is `f/- Alm, et~~ I 1~c4=+ 11-22 ci Go 9'Oo33 Property Owner (please print): R K e STB w Phone: '3 { Mailing Address: (if different than property address) Address: Zip: Contractor: /ti Building Permit Application Date: Plan G ) - 6,2-; 3-a Permit Cq :JD q -4- Contractor License l20 D1 ~i-j Phone: 3 3 U O ^ ~7 5- Sub Contractors: 7~D . L~y] d Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): 15u;7 I Piq L --F. Description of work: e~( 6 b~L , 5 16l 4- r f~ t tie,`j ~-'t•' f aw. 4CAt-c.Zf~'s Sq. Ft./L.Ftadded: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (C NTRA Tn or PERSONAL REPRESWATIVLE of (OWNER) (CONTRATOR) PRINT NAME: L' r; c- AA OA,,, SIGNATURE: Date: /Z6/o 5 Construction Value: $ al ~ zo, 00 (as calculated per the Bulldinv Valuation Data sheet) Plan Review (due at time of submittal): City of Wheat Ridge ►J Res. Miscellaneous PERMIT - 091546 PERMIT NO: 091546 ISSUED: 08/24/20.09 JOB 'ADDRESS:: 4595 HARLAN ST EXPIRES: 021/20/2010 DESCRIPTION.:. Temporary Placement permit fordumster. ***CONTACTS owner 303/458-1234 Javier Stone **'PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION:` 0379 BLOCK/LOT#: 0/: FEE SUMMARY ESTIMATED PROJE V LUAT,ION-:, .00 FEES' Permit Fee 35.00 ~ TOTAL. ...35.00 'Conditions: Permit is good for 15 days starting from August 28th, 2009. Good until rSeptember 11th 2009. 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;f 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 -respon ability for compliance With the Wheat Ridge Building Code .(I.B.C) and all other:. applicable Wh tRi 0 finance for k z 'this permit. Plans subject to field inspection. - 422 1 - Sign re of contractor/owner date 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 : abandonments exceeds one (1) year, full fees ;shall be paid for anew 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 subject to field inspections. SignaturJo BuildingOfficial date N REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235 2855 MUST BE MADE BY 3PM ANY BUSINESS -DAY FOR.' INSPECTION THE ;FOLLOWING BUSINESS DAY. ~I Ai City of ~Wheatdge Temporary Placement Permit COMMUNITY DEVELOPMENT for Construction Dumpsters and Storage Containers Community Development Department City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 (303) 235-2855 / Date: ~iPGU.S f 0, R IF 2oc? q Phone: 3G3 6'-123 Property Owner: Ja t/l If l" 67 7'd /'l( Address of Dumpster/Container: Size of proposed dumpster/container. f J Cu. Yds. Dumpster/Container Company: Dumpster/Container Company Address: 67~1 Dumpster/Container Company Phone Number: 76 2 c 2 Will dumpster/container be located on private property? Yes M No E] Will dumpster/container be located on street? Yes ❑ No EJ (If yes, a separate right-of-way permit is required.) * THIS PERMIT EXPIRES FIFTEEN (15) DAYS FROM DATE OF APPROVAL. * APPROVAL DATE: Permits are approved subject to the following conditions: 1. Temporary dumpsters/containers may be allowed in all zone districts and must be located on private property. 2. If impractical to locate on private property; a right-of-way permit may be obtained from the Public Works Department pursuant to Article III of Chapter 21 of the Wheat Ridge Code of Laws. Contact 303-235-2861. 3. Temporary dumpsters/containers shall not be located so as to create sight, traffic, or safety obstructions. 4. Dumpsters/containers shall not block sidewalks or impede pedestrian traffic. 5. The area surrounding the dumpster/container shall be kept clean and free of debris. 6. Permittee is required to keep this permit displayed so as to be visible from the street. 7. Permittee assumes all liability and holds the City harmless against all claims, damages, suites, penalties, fines and liability for injury or death to persons or loss or damage to property related to the placement of a dumpster/container in the City right-of-way. 8. The repair of any damage to pavement, curb, gutter, landscaping resulting from the placement, use or removal of the dumpster/container shall be the responsibility of the applicant and shall be performed to the satisfaction of the City. Fee: 35.00 Signature of Applicant: Approved By: Building Division Public Works Planning Division `1I4' ~ CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: c5'"P:S-eM~4 Job Address/Permit Number: V59 S f AQ4A-sV 57- pceist/~.~5 ILBY°J 47 ~ c~ 1iLc~/i✓6 l SS Uf W9 ~S2a~~ ~v ~s~~c~ o~ • tax R ❑ No one available for inspection: Time `a VI,< AM/PM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: /1/e~S' Inspector: DO NOT REMOVE THIS NOTICE o ~u.( ... r City of ~WheatRl.,dge Building Inspection Division Building Inspection Report LOCATION: OWNER NAME OWNER ADDRESS OWNER PHONE COMPLAINANT PHONE: COMMENTS: t/' '([S " {W(l~-L{ c't/5 >a-l c:ll -fDy c'~ . e '/..( re.el @ s -h~ II) '1;-/1>'" i i:.~ Ie .3 Vl~"'~ ,) n~ '" ".s- 1- ISSUED VACATE NOTICE ISSUED Shui/b DATE: ;j':U,jD 8 DATE For questions or information on how to obtain a Building Permit, please call (303) 235-2855, DOOR HANGER DATE: White: Property Owner Yellow: Building Inspection Division Pink: Building Inspector IN THE MUNICIPAL COURT IN AND FOR THE CITY OF WHEAT RIDGE STATE OF COLORADO The City of Wheat Ridge, Colorado by and on behalf of the People of the State of Colorado, Plaintiffs, Certified Article Number vs. DEMETRIOS STONE , Defendant(s), SENDERS RECORD 7160 3901 9844 6339 1664 TO THE ABOVE-NAMED DEFENDANT(S), GREETINGS: YOU ARE HEREBY ORDERED TO APPEAR IN THE MUNICIPAL COURT, 7500 w. 29TH Avenue, Wheat Ridge, Colorado at the hour of 1 :00 o'clock, p.rn, on the 20th of March , 2006, to answer charges of violation of the Code of the City of Wheat Ridge 1976 as adopted and amended, which occurred within the City of Wheat Ridge, County of Jefferson, State of Colorado, at the approximate location of: 4595 Harlan Street, Wheat Ridge, CO 80033 Said violation is alleged to have occurred on: January 21, 2006 Said violation is contrary to: Wheat Ridge Code of Laws and 2003 International Fire Code Section 107,6 Overcrowding. Overcrowding or admittance of any person beyond the approved capacity of a building or a portion thereof shall not be allowed. The fire code official, upon finding any overcrowding conditions or obstructions in aisles, passageways or other means of egress, or upon finding any condition which constitutes a life safety hazard, shall be authorized to cause the event to be stopped until such condition or obstruction is corrected. 110.1.1 Unsafe conditions. Structures or existing equipment that are or hereafter become unsafe or deficient because of inadequate means of egress or which constitute a fire hazard, or are otherwise dangerous to human life or the public welfare, or which involve illegal or improper occupancy or inadequate maintenance, shall be deemed an unsafe condition. A vacant structure which is not .;ecured against unauthorized entry as required by Section 311 shall be deemed unsafe. Section 26-1004: Each day such violation continues shall constimte a separate offense. FAILURE TO APPEAR IS A SEPARATE OFFENSE AND WILL RESULT IN A BENCH WARRANT BE.ING ISSUED FOR YOUR ARREST. The undersigned deposes and states that he has reasonable grounds for believing that the aforementioned offense was, in fact, committed by the Defendant(s) as alleged. I further certify that a copy of the foregoing Summons and Complaint hasb~~rved upon~7ndant(S) as required by law. <~..-~ - 7-0 b COME IN NT DATE PERSON SERVED Ch ey Root, Chief Building Official Certified Mail SERVED BY DATE SERVED LOCATION OF SERVICE IN THE MUNICIPAL COURT IN AND FOR THE CITY OF WHEAT RIDGE STATE OF COLORADO The City of Wheat Ridge, Colorado by and on behalf of the People of the State of Colorado, COL OR ",00 Plaintiffs, vs. DEMETRlOS STONE , Defendant(s). TO THE ABOVE-NAMED DEFENDANT(S), GREETINGS: YOU ARE HEREBY ORDERED TO APPEAR IN THE MUNICIPAL COURT, 7500 w. 29TH Avenue, Wheat Ridge, Colorado at the hour of 1 :00 o'clock, p,rn, on the 20th of March , 2006. to answer charges of violation of the Code of the City of Wheat Ridge 1976 as adopted and amended, which occurred within the City of Wheat Ridge, County of Jefferson, State of Colorado, at the approximate location of: 4595 Harlan Street, Wheat Ridge, CO 80033 Said violation is alleged to have occurred on: January 21, 2006 Said violation is contrary to: Wheat Ridge Code of Laws and 2003 International Fire Code Section 107.6 Overcrowding. Overcrowding or admittance of any person beyond the approved capacity of a building or a portion thereof shall not be allowed. The fire code official, upon finding any overcrowding conditions or obstructions in aisles, passageways or other means of egress, or upon finding any condition which constitutes a life safety hazard, shall be authorized to cause the event to be stopped until such condition or obstruction is corrected. 110.1.1 Unsafe conditions. Structures or existing equipment that are or hereafter become unsafe or deficient because of inadequate means of egress or which constitute a fire hazard, or are otherwise dangerous to human life or the public welfare, or which involve illegal or improper occupancy or inadequate maintenance, shall be deemed an unsafe condition. A vacant structure which is not secured against unauthorized entry as required by Section 311 shall be deemed unsafe. Section 26-1004: Each day such violation continues shall constitute a separate offense. FAILURE TO APPEAR IS A SEPARATE OFFENSE AND WILL RESULT IN A BENCH WARRANT BEING ISSUED FOR YOUR ARREST. The undersigned deposes and states that he has reasonable grounds for believing that the aforementioned offense was, in fact, committed by the Defendant(s) as alleged. I further certify that a copy of the foregoing Summons and Complaint has been served upon the Defendant(s) as required by law. COMPLAINANT DATE Chadley Root, Chief Building Official PERSON SERVED Certified Mail SERVED BY DATE SERVED LOCATION OF SERVICE City of Wheat Ridge Fax Transmittal Fax: 7500 West 29th Avenue * Wheat Ridge, CO 80033 Planning: Phone # (303) 235-2846 Public Works: Phone # (303) 235-2861 Building Department Phone # (303) 235-2855 Fax: Phone # (303) 235-2857 ~\n\~ l>b ~R L t~~\- '('n \A (yLt~~, A a~ \ , J+C ~c'~) r 4 T 1 - ('('I ~L.J DATE: Name: Organization: Phone: From: Kristv Shutto- Bulldlna DeDt. SecretarY Department: Planning 0 Building Dept. 0 Public Works 0 o Contractors License Appl, i i 0 Fee Schedule o Class I &1 License Appl. ! i 0 Building Permit Application o Electrical ! ;'f(Other: o Contriu:tor License Renewal ; I ~:L \::('IRA"\) ~ (' LA..d') \ \ # of Pages: (lncludina cover oaae) '=t- ~ Subject: Comments: Nud- 0 Copies of three (3) current aN licenses 0 Copv of Master Plumber License 0 Copies of Slate Electrical Contradors & Masters Licenses o Certifica1e of Insurance Messof!e: Origil'1a1 to follow in the mail 0 Yes 0 No ACTIVITY REPORT TIME NAME FAX TEL SER.# 03/17/2005 17:14 PLANNING 3032352857 3032352845 BROE5J255373 NO. DATE TIME FAX NO./NAME DURATION PAGE(S) RESULT COMMENT #120 03/15 11: 03 930327812529303455507793 02:25 08 OK TX ECM #120 03/15 11: 05 930398720329303989572597 54 08 OK TX ECM #120 03/15 11: 08 930395989089303424252893 53 08 OK TX ECM #121 03/15 13: 50 93039878202 53 03 OK TX ECM 03/15 14: 25 01:02 04 OK RX ECM 03/15 14: 40 3034531913 45 02 OK RX ECM #122 03/15 14: 49 93035555100 22 02 OK TX ECM #123 03/15 15: 40 DICK MATTHEWS 49 03 OK TX ECM #124 03/15 15:53 93039850072 01:20 09 OK TX ECM #125 03/15 15:57 93039850072 21 02 OK TX ECM 03/15 02:20 57 02 OK RX ECM 03/15 05:52 8545977321 48 03 OK RX ECM #125 03/15 05:54 19708842195-122 00 00 BUSY TX #128 03/15 07:08 919708842195-122 03:45 14 OK TX ECM #129 03/15 08: 11 XCEL MR 14 01 OK TX ECM 03/15 08:35 3034327995 01:49 03 OK RX ECM #130 03/15 08:44 93034284927 15 01 OK TX ECM 03/15 09:04 34 01 OK RX ECM 03/15 09: 11 3035443155 01:02 02 OK RX ECM #131 03/15 09:25 93035297457 55 03 OK TX 03/15 10: 00 33 01 OK RX ECM 03/15, 13:24 303 773 0425 19 02 OK RX ECM 03/15 13:51 3037705055 15 01 OK RX ECM 03/15 13:55 303 843 9078 47 02 OK RX ECM 03/15 14:27 724 358 9071 01:35 05 OK RX ECM 03/15 14:39 303 420 2194 35 01 OK RX ECM 03/15 14:48 20 02 OK RX ECM 03/15 15:25 25 01 OK RX ECM #132 03/15 15:38 93034221542 33 02 OK TX ECM 03/15 15:39 3037381225 45 02 OK RX ECM #133 03/15 17: 07 XCEL MR 14 01 OK TX ECM 03/17 09:07 303 550 9550 35 02 OK RX ECM #134 03/17 09:57 93038403257 53 05 OK TX ECM 03/17 11: 14 28 01 OK RX ECM 03/17 11: 15 3034240495 39 02 OK RX ECM 03/17 11: 25 3038403257 33 02 OK RX ECM 03/17 11: 27 3038403257 45 02 OK RX ECM 03/17 11: 54 7195945195 19 01 OK RX ECM 03/17 12:23 3034327229 24 01 OK RX ECM 03/17 12:24 3034327229 47 02 OK RX ECM #135 03/17 12:28 93035555100 15 01 OK TX ECM #135 03/17 12:30 93035555100 15 01 OK TX ECM #137 03/17 13:22 93039355205 12 01 OK TX ECM #138 03/17 13:47 93038251185 41 03 OK TX ECM 03/17 15:01 303 477 3889 04:40 02 OK RX ECM #139 03/17 15:57 93039850072 15 01 OK TX ECM #141 03/17 15:05 93039850072 17 01 OK TX ECM #140 03/17 15: 10 93039850072 25 01 OK TX ECM #143 03/17 17: 12 93034770955 02:04 07 OK TX BUSY: BUSY/NO RESPONSE NG POOR LINE CONDITION / OUT OF MEMORY CV COVERPAGE POL POLLING RET RETRIEVAL PC PC-FAX Page I Qf I Kristy Shutto From: Chad Root Sent: Thursday, March 16, 2006 9:36 AM To: Kristy Shutto Subject: FW: EI Dorado Club Kristy could you give her a copy of this summons? Thank you. Chad ""'M_~~~,,,,,<,,~~_~~__~_"'M_,~,~.__"'"M'_~~_MM~~'" M~____'~_'~'~~_~_~~~_'~~~__"'~'~__~___~~~__'_" From: Debra Kalish [maiito:dkaiish@mdkrlaw,com] Sent: Wednesday, March 15, 2006 1 :48 PM To: Chad Root Subject: EI Dorado Club Chad, Jerry Dahl asked me to get in touch with you regarding an over-occupancy violation at the El Dorado club last week, Can you give me details and copies of any related reports and/ or notices? Thanks! Deb Debra S. Kalish Murray Dahl Kuechenmeister & Renaud LLP 2401 15th Street, Suite 200 Denver, Colorado 80202 303.493.6681 (direct) 303.493.6670 (office) 303.477.0965 (fax) dkalish@mdlglaw,com I'vl '~ .--" This electronic mail transmission and any accompanying documents contain information belonging to the sender which may be confidential and legally privileged, If you are not the intended recipient ofthis e-mail, you are hereby notified that any dissemination, distribution or copying of this e-mail, and any attachments thereto, is strictly prohibited, If you have received this e-mail in error, please notify me immediately by telephone or e-mail and destroy the original message without making a copy, Thank you. 3/17/2006 IN THE MUNICIPAL COURT IN AND FOR THE CITY OF WHEAT RIDGE STATE OF COLORADO The City of Wheat Ridge, Colorado by and on behalf of the People of the State of Colorado, Plaintiffs, vs. Certified Article Number 7160 3901 9844 6339 1664 DEMETRlOS STONE , Defendant(s), TO THE ABOVE-NAMED DEFENDANT(S), GREETINGS: YOU ARE HEREBY ORDERED TO APPEAR IN THE MUNICIPAL COURT, 7500 w. 29TH Avenue, Wheat Ridge, Colorado at the hour of 1 :00 o'clock, p.rn, on the 20th of March , 2006. , SENDERS RECORD to answer charges of violation of the Code of the City of Wheat Ridge 1976 as adopted and amended, which occurred within the City of Wheat Ridge, County of Jefferson, State of Colorado, at the approximate location of: 4595 Harlan Street, Wheat Ridge, CO 80033 Said violation is alleged to have occurred on: January 21,2006 Said violation is contrary to: Wheat Ridge Code of Laws and 2003 International Fire Code Section 107.6 Overcrowding. Overcrowding or admittaoce of aoy person beyond the approved capacity of a building or a portion thereof shall not be allowed. The fIre code official, upon fmding aoy overcrowding conditions or obstructions in aisles, passageways or other means of egress, or upon fmding aoy condition which constitutes a life safety hazard, shall be authorized to cause the event to be stopped until such condition or obstruction is corrected. 110.1.1 Unsafe conditions. Structures or existing equipment that are or hereafter become unsafe or defIcient because of inadequate means of egress or which constitute a fire hazard, or are otherwise dangerous to human life or the public welfare, or which involve illegal or improper occupaocy or inadequate maintenance, shall be deemed ao unsafe condition. A vacaot structure which is not secured against unauthorized entry as required by Section 311 shall be deemed unsafe. Section 26-1004: Each day such violation continues shall constitute a separate offense. FAILURE TO APPEAR IS A SEPARATE OFFENSE AND WILL RESULT IN A BENCH WARRANT BEING ISSUED FOR YOUR ARREST. The undersigned deposes and states that he has reasonable grounds for believing that the aforementioned offense was, in fact, committed by the Defendant(s) as alleged. I further certify that a copy of the foregoing Summons and Complaint has been served upon the De ndant(s) as required by law. b DATE PERSON SERVED Certified Mall SERVED BY DATE SERVED LOCATION OF SERVICE WHEAT RIDGE POLICE DEPARTMENT Date: 2/27/2006 CFS INFORMATION REPORT Page 1 CFS# 012106-139 Date/Time 1/21/2006 Received: 7:14:13 PM Call Taker: SWOLLEN 1/21/2006 9:13:44 PM Day: Saturday In Prog: Address: 4515 HARLAN ST Complainant: WANDA SANG Camp.Address: Officer Contact: N Comments: TWILBER 1/21/2006 7:41:28 PM [CFSD] 1/21/2006 7:14:17 PM SJAGGER 1/21/2006 9:07:25 PM SWOLLEN 1/21/2006 7:14:16 PM TWILBER 1/21/2006 9:13:25 PM TWILBER 1/21/2006 9:14:00 PM SWOLLEN 1/21/2006 7:36:24 PM SWOLLEN 1/21/2006 7:16:25 PM LOGISYS 1/21/2006 7:29:43 PM SWOLLEN 1/21/2006 7:16:00 PM SWOLLEN 1/21/2006 7:14:52 PM PLOPEZ 1/21/2006 9:04:59 PM PLOPEZ 1/21/2006 7:29:40 PM DR#200600158,200601006 Priority: 2 DatelTime Sent: DatelTime Completed: 1/21/2006 7:14:19 PM Ine.Code: MUTUAL Ph. Line: Apt: City: WR Phone: Res.Phone: - Weapon: How Recvd: Alarm: CODE 4 CROSS STREETS: 6000-6048 W 45TH AVE * 6000-6098 W 46TH AVE IN SERV INC ADDRESS CHANGED TO 4515 HARLAN ST AT 19:14 INC CODE CHANGED FROM TRAFF TO MUTUAL AT 21:13 J CLARK // MUTUAL AID //06-1006 ONSC SHE RECIEVED THIS FROM SOMEONE ELSE SUCCESSFULLY PAGED: 3032010118@ARCHWIRELESS.NET THEY THINK THE CLUB IS OBER CAPASITY VEHICLES BLOCKING THE FIRE LANE IFO THE ELDORADO WRFD IN SERVICE WRFD TONED Unit: Status: Date: Time: A211E AVAIL 1/21/2006 9:13:59 PM A211E DISP 1/21/2006 7:20:16 PM A211E EN_ROUTE 1/21/2006 7:25:21 PM A211E ON_SCENE 1/21/2006 7:25:23 PM A29W AVAIL 1/21/2006 9:13:59 PM A29W DISP 1/21/2006 7:20:23 PM A29W EN_ROUTE 1/21/2006 7:25:42 PM A29W ON_SCENE 1/21/2006 7:25:43 PM WRFD1 AVAIL 1/21/2006 9:14:00 PM WRFD1 DISP 1/21/2006 7:29:43 PM Property appraisal system Page I ofl I, General Infonnation Previous 9 OF 24 Next Schedule: 026476 Parcel ID: 39-242-99-002 Status: Active Property Type: Commercial Neighborhood: 2405 - BARTHS, COULEHAN GRANGE, WHEAT RIDGE AREA Subdivision Name: 111600 - CARPENTER Print Property Address: 04595 HARLAN ST WHEAT RIDGE CO 80033 Mailing Address: 04515 HARLAN ST ARVADA CO 80005 Owner N, STONE D Block Lot Key Section Township Range QuarterSection Land ~ 024 24 3 69 22477 0013 ODD 24 3 69 NW 25036 Total 47513 Sale Date Sale Amount Deed Type Recepti( 02-11-1974 0 259907' 12-01-1994 0 Quit Claim Deed 941920' 01-24-1995 165,000 Warranty Deed - Joint Tenancy F0010L 12-17-2002 795,000 Special Warranty Deed F16375 Assessor Parcel Maps Associated with Schedule map39,242&df - Acrobat Reader is required to view PDF's. ...;; ..: http://ww14.co.jefferson.co.us/ats/ displaygeneraLdo ?sch=0264 7 6&0 ffset=8 3/1612006 http://ww14.co.jefferson.co.us/ats/ disp laygeneraL do ?sch=987 83 1&0 ffset=5 3/1612006 Property appraisal system Page I of I General Information Previou~ 6 OF 16 Next Schedule: 987831 Status: Active Neighborhood: - Subdivision Name: - Parcel ID: Property Type: Commercial Print Property Address: 04515 HARLAN ST Mailing Address: 05001 E 38TH AVE DENVER CO 80207 Owner Name(s) POLAR REFRIGEF Block ILot IKey ISection ITownship IRange QuarterSection Land S, Total 0 Isale Date ISale Amount IDeed Type IReception IAssessor Parcel Maps Associated with Schedulel Acrobat Reader is required to view PDF's, http://wwI4.co.jefferson.co.us/ats/ disp laygeneraLdo ?sch=987 831 &offset=5 3/16/2006 " WHEA T RIDGE POLICE DEPARTMENT Case 200601006 INCLUSIVE CASE REPORT Page 1 Report Tille MUTUAL AI D - WHEAT RIDGE FIRE DEPARTMENT Report DatelTime 1/21/2006 9:14:47 PM Occurred On or Between DatefTime 1/21/2006 7:14:13 PM - Incident Location 4515 HARLAN ST Apt City WHEAT RI DGE State CO Name/Business ELDORADO CLUB Case Clearance DEATH OF OFFENDER Case Clearance Date 1/22/2006 Person Person Type COMPLAINANT Name Type LEGAL Last GOKEY First DEAN Middle Address Type HOME Address 7050 W 42ND AVE Apartment City WHEAT RIDGE State COLORADO Zip 80033 Phone (303) 423-4146 DOB9/6/1947 Age at Incident 58 Sex MALE RaceWHITE Height_ Welght_ Hair Color Eye Color Driver License State Person Type COMPLAINANT Name Type LEGAL Last SANG First WANDA Middle Address Type WORK Address 7500 W 29TH AVE Apartment City WHEAT RIDGE State COLORADO Zip 80215 Phone (303)235-2820 OOB Age at Incident - Sex FEMALE RaceWHITE Height_ Welght_ Hair Color Eye Color Driver License State COLORADO Person Ty pe ADDITIONAL PERSON Name Type LEGAL Last STONE First YAMILEH Middle Address Type HOME Address 2019 S. MACON WY Apartment City AURORA State COLORADO Zip 80014 Phone (303)369-8075 Address Type BUSINESS Address 4515 HARLAN ST, Apartment City WHEAT RIDGE State COLORADO Zip 80033 Phone (303)937-9151 00B11/4/1980 Age at Incident 25 Sex FEMALE RaceWHITE Height ~ Weight ~ Hair Color BROWN Eye Color BROWN Driver License 960851422 State CO LO RADO Time Printed 08:56:14 ReportOate 1/21/2006 Review Date 1/22/2006 Page 1 Reporting Officer J CLARK Supervisor Review M CARLEY Date Printed 1/23/2006 WHEAT RIDGE POLICE DEPARTMENT Case 200601006 INCLUSIVE CASE REPORT Page 2 Narrative/Summary Narrative - IR Text: On 012106 I responded to the E1dorado Club located at 4515 Harlan Street on a report of several vehicles parked in the fire lanes. Wanda Sang was the original reporting party. Upon arrival, I did not observe any parking violations. I was advised by Councilperson Dean Gokey, who was also on scene, that he believed the club was also over-capacity. Wheat Ridge Fire Department was contacted and conducted an occupancy check while Officer Paugh and I stood by. The occupancy of the club was 275 and there were 429 people inside at the time of the count. Club owner Yamileh Stone was present. Wheat Ridge Fire Department was planning on forwarding a copy of their report to the Fire Marshall for further investigation. Nothing further J. Clark 04-4 .::r~~Il... Z <it:( 't ti, 3i(g' Time Printed 08:56:14 ReportDate 1/21/2006 ReviewDale 1/22/2006 Page 2 Reporting Officer J CLARK Supervisor Review M CARLEY Date Printed 1/23/2006 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: #)95 J-I/1~/jCJ/\/ . <;'/ /. > .6/J/'/P?) or-~ /A./,,!sT/ 17z: J;;;:;~/\ ~d?) /f?f;=:/~~/A' fJ/V /T /.d ~-r () r. <;7/.0/ uP- ./{ /.? F;q. Ef~//)O~c;;::;~ ~;/)-N'~ HRe /)~.4A'rA?"..)-/1 /-r JoE SVPb'<!v/So-e. ClV, 1=111 ~lf - )C . ;I /VE"qa5 e~~ade, call for re-inspection at Date: DO NOT REMOVE THIS l Building Permit CITY OF WHEAT RIDGE 7500 West 29TII Ayenue Wheatridge, CO 80033 303-235-2855 Permit Number 18881 6/22/2005 Inspection Line 303-234-5833 ::ti~~Of~lieat;~~'e>':{'I ..'....-...-...,.....,........". " Commercial Tenant Finish PROPERTY 4595 Harlan St Unit: (303) 937-3555 OWNER: Demetrio Stone Description Code compliance permit. IFEES IFees IUse Tax IPlan Review Fee IPermit Fee ITotal Fees 1 ICONTRACTORS IName Il-leme-6wner-- IB & E 1 Properties IStanmark Electric 1 IAUTHORIZA TIONS IType IBUildinQ Approval I IDue 1$36.00 1$58.57 1$270,30 1$364,87 1 1 ILicense # 11 122309 119484 I I INotes IMust have Fire Dept and BldQ Dept final insp 1 1 1 1 I 1$364.87 I I 5< 0?/.y"'-'~1 [<'Yo 1J ffi. 9 $7 1 IPhone 1 I 1 13032041632 I 13036272714 I I 1 1 1 IAPproved I 16/22/2005 1 1 IPaid 1$36.00 1$58.57 1$270,30 Q' 1161--. Units: Occupancy: Walls: Roof: Stories: Sq Feet: o lberebycertifytbatthesethackdistam::es proposed by this pcimitapplication are accurate, and do riot violate applicable ordinances, rules or regulationsoftheCity of Wheat Ridge,ore a ,e ements or restrictions oCrceoed; that all measurements shown,caud allegations made are accurate; that I have read and agree to, abide by all conditions Ont pplicatlcln, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.RC.) and all other applicable Wheat Rid ork under this pennlt. . SIGNED DATE This enn was issued blaccordarice with the provisiuns set forth in your appllcatiori and is subject to tbe laws ufthe State of Colorado and tothe Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This penuit shall expire if{A) the worklinthurized is notcommelii:ed within siXty (60) days from Issue date or (B) the building authorized is suspendedor abandoned for a ~erludofl20 days. If this pennlt expires, anew permltmay be acquired for a fee of oni::-halfthe amountnonnallyrequired,provlded no changeshave.bet=n or will be made iilthe original plans and specifications and any suspensiun or abandonment has not exceeded one (1) year.H changes are made or ifsuspenslonor ab,andonment exeeeds one (1) year, full fees shall be paidJor a new penuit. 4 No work of anym::mner'shall be done that will change the naturall10w of water causing adralriage problem. S Contractor shall notify the Building Inspector twenty-follr (24) hours in advance for alllrispections and shall receive written approval on in_spedion 'eardbefore proceeding with suceessive ph:u;es of the job. 6 e,law, rule or regulation. SIGNED DATE Wednesday, June22,2005 Page 1 of2 r~~t:NlI^..llll1llJr\..J'''I~~!ll..,.,~~",,-,~.~I~JfflIl~~~.l<<I,.~~J!,lfIf.i'\1!i<l!'l!1lI1>'~~4 Mll"!. WI tU lJJ'"t!,,4,~ IIll ~l[~.~ ~,)! J lU8'l!1t " .......,. ,"_ .. .. _",..."..,', - _0.. ,'_ .. ,'" ," '," _ ._.,.... '-,_.. ',,_ '_0', ..,...'........,..'.'.;... ".,,",' " 'pROPERTY 4595 Harlan St OWNER: Demetrio Stone Unit: (303) 937-3555 Description Code compliance pennit, I IFire Department Approval Units: Oc<upancy: Walls: Roof: Stories: Sq Feet: o I bereby eeittfy dlat tile JetbadnUttaJlcel proposed by thP permit .ppnc.t1on aft aecurate, aDd do not vlo"te applicable onUnuees, ..._ .... fepllldou.r tile City of Wllot IUdJe or eoYeaantI,eaHmtnts or hltrictlou of~ordj tbat.U me..llftRle.u.b mown, Iud alIe<lolUl made an .Cl:lln,te; thlt I lI.ve ru4...ilp'N", ibkh by all conlUdou....ltd 011 thb: .,plkatloll, and lh.t I usume full rupon.IbWty for compU..<< with tbe WIie.t RJdce Buildlna: Code (V.B.C.)..... d." applabli WIleat IUdp onlflluew, r"r WQrk IID.der !hill pennJt. SIGNED DATE- (OWNER)(CONTRACTOR) TIWi permit wu luued In ._rdaQal witb the provlslolUl set forth ill your _ppDation and Is ,ubJKt to tbe law. ortbe Stille ofCoJorado .ad wtbe bntac: Repd.dou and BtdhI\Da Code of Wheat RJda:e, Colotado or any other Ilpplkable ordloan~ oflbe City. TIl& permit .ban expire If(A) the work authllrized I. not commenced within .hety (60) da)':ll from IlIlR1e date or (8) the buDdfaa:authorlud II supe.ded or niUtdooed for. period of110 days. 3 H this permit npbw.. lIew peraalt may be aeqlllnd. for . fee of oRe-h.1f tbe amount normally nqlllnd, provided ne dlllIIIeI bye been or wiD be Baade ill tbe orf&lDal pmuand apedfkatlon. alld any 'lI'penAonor abandonmeJIt hu not exceeded one (I) year. H dunCeI are made orlfllUptalllODOr abandonIaPt cueedI ime.(l) year, IUn fea shiD be paid fur a new permit. .4 No work of_y mUID'- 1Ii.1I be done that will chanae the natural flow of water causing a dndnaae problem. 5 CoatractGrJhall notify the BIrildJnC Inspector twUlty-four (:t4) houn ill .dvlnee for.n In.pedloRll and shall reufve wrlttn .pproval OR ilUpecuo. eant before P~.WlthIllCc:euive phuel ofthc Job. 6 The ~1taI ofa pcnIIlt or tbe .pproval ofdnwlnp _d tpecllleltionJ .ban ROt be roRltnled to be a pennlt for, nor all .pproval of, allY violation oftlte pl'O,,"IDiI of tile bulldlaC eodes or any lither ordlnanc:e, law, rule or NIDlatlnn. Cbld'BaIldlnC Iupector Wednesday, June 22, 200S SIGNED DATE Page 2 of2 Approval Comments for 4595 Harlan St. fiecords lools ~indow PJ Building Permit Application - (hmBulldingPermil) "" - ~ ~ J~ file "./."" ;r~--- ;L_^___ fq~:~/~iew Insert;., F.Qrmat -;;pIArial 9 BIll lielp . "'",1 - -... ~. A. "".i ~ ~X ':ii' ~'i ld ill. d '.4>.,~ ~ ! AI ZI 'i, '.". \/'" I Z+ At, / UI1 r.ra BUILDING PERMIT lr:!9fe!.~tJ 'contr~c_~~s~:,~!;f~:9ii'ed Approvals -"-) Approval Date AIJProved Zoning Not Required Case"# APllroved By o .:J Ii'J 612212005 Fi;e"DepartmentAPproval ~ CR Ii'J o '" ~ ~ .:J ~dor-d: ~J 1.f~d".1I1 of 17729 t:B~le of hearin~Cor' review , . i"'sl~iillr[gj) ~ \:iI;;1'!i 0 .o2J . I..:!~I!. .' :,~~~'>.:; iT158uildf~J?ermi'S : D~t~'~~;~m~~l~'S;';itchboard ',l.l ;',\. 'xli .~ ---~~~ ~'.' City of lMitiAJ5dae Notes Must have Fire Dept and 81dg Dept fmal inspection approval before opening. . I ~ lhealrejntorior . Microsoft ...1 Ell irliiBtIl<!iQgPOfml :<<,-, ::;~;:-(tJ') - f<.0,' ",,1 ".>0/ '''eM''' COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION UNE .. 303.2J.4-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 .. (303-235.2855) APPliCATION Property Owner: \)e~..).i"~O S~o""'~ Property Address: t.(r?!J-- ~,\o..,^ u.)\...J,('i.cl\c. 8oo;t1 Contractor License No.: -Z 'Z '30 't CompanY:"gq.. ~ j. P~('\~'!l OWNER/CONTRACTOR SIGNATURE OF UNDERSTAHOJNG AND AGREEMENT ~~' ">iE".,,, ::: ~ u ~ COLOA~09 Building Permit Number: Date: Phone:~3 Cfn i~5S Phone: :$03 'J,ot./ /'32... Buildina DeDt. Valuation Figure: $ I hereby certify thai the setback distances proposed by this permit apphcation are accurate. and do not violate applicable ordinances. rules Of regulations of the City of Wheal Ridge Of covenants. _ts Of restrictions of recon:I: Ihal all measuremenlS shown. and allegations made are accurate; thai I have read and agree ID abide by all conditions prinled on Ihio application and that I assume iuD responsibility for oomplian<:e with the Wheal Ridge Building Code (I.B.C) and all other oppIicabIe Wheat Ridge Ordinances. fOf wort< under. ,.!hiS penn,. PiarylI'6U71iekl inspection.' . l "t=! . 1 IOWNEA)(CQNTRACTORJ:SlGHEO/,'/ 1:......... LA-vk' OATEb" ~...G> . J J (OWNER)(CONTAACTOR):PRIHTEO fL..., }..., t?T \" if He I t. DATE t --I b 'CJ . Value:$,AO:'XJ. Permit Fee;$ I Plan Review Fee:S Use Tax'S Total: $ -+ c) .. 0:';) '_"o'!" : Use of Space (description): Description of work: ~ -fc) Cud t:' )q: r-- ~ (f~ilJ~(Oh S ~, Sq. Ft. odeled >,~ I( >'72.::.10-'-' ::;k'/..;"'~/~'''7 ,.." 't,";' '\ ! '-<.d1 ',' 6 (!It!.'i ! , BUILDING DEPARTMENT USE ONLY SIC: ! ONING COMMENTS: .Approval: Zoning: i I .. 1 {)\at.rS k.c.. ~':1~r ILOINGCOMNENTS kd a/<<"fM- sf;~~ (JlarS (. NeRC \ '-. ~ Ld "'II '<A.,l Approval. (leor"."". fct.:Kj'.., ~~Olc<:'i::;I.4"vlr (:.1-<;'/ r:""cf~Ci1/C;: j klWj 'dcNE? (jJ!d/ (.\,f eW(i<col ,"'..,,\.- (X'_ Lab~' WORI<S coulENTs: Approval: , clo<2.,fb [1::; I j': . /.1' ,( ; . l'( i ).. /,),,( '. '1 , I 1- t.f '/ , .' r.. ,( .1, { /1 ( I . ~ --l .I . " I' IRE DEPARTMENT COMMENTS: Approval: pancy: Walls: Electrical L~se NO:~II-Ia{~ Plumbing license No: Company: ,K.. .&Lr5' ~"-c>/L. " U Company: Jt: j1LlS 'I Expiration Date: Expiration Dale: Expiration Dale: Approval; Approval: Approval: (1) This permit was _ in accordonce with the ptOVisiono set for1h in your appIica_ ond io subject 10 the laws of the State of Colorado ond 10 the Zoning Regojotions ond Building Codes of W_ Ridge. ~ or any other oppIicabIo ordinances of IheCIly_ This permltshal e><piIe K (A) the -" __ is not ""',.....lCOd -.... sixty (90) days from;.sue date or (B) the bu;1ding authorizod io"'-- 0< -..cloned for 0 period of 180 cloys- 11_ pennIt expires. 0 .- permit moy be ocquinlcl for o lee of one-hoIlthe amount nonnaIIy requil1ld. provided no changes have _ 0<_ be..-in the orlginoI pIana_ opeciIicoIions oneS ony ~ or _ hao note'~ """ (1)_, K~__o<K~or_""".,__"""(1)_.IuI_shoIbepoidlora_permIl. No_ 01..,_ _ be done 1hoI_ cI1ongo the _ _ 01_ couoIng 0 ~~. c..."'.-. _ nriIIy the Bo-.g ~-"'" -1l)-IDur (24) houra in _lor" .~.. ond shoI receive written ~ on ....._ . If. C*'d bIfore ~ Q: 11 (j-.g wMh ..- ....Ie pt-.s of the job. The __ 010 permit 0< ... -""'" 01 cIr-.ga oneS ~.. _ not be c:on_ 10 be 0 pennit lor. nor an approvol 01,"'_ 01 the ptOVisiono 01'" building cocleoo<ony othero.(ij,allCll.Iaw. rule or ~_ All pIon""- Is subject to fteId .....111 dIGot". Roof: Stories: Residential Units: Mechanical License No: Company: (2) (3) (4) (5) (I) Chief Building Official 06/22/05 10:35 FAX KEN CARYL GLASS -------- 19J001 -- ----------- ~r7~ r1C7r~::'!C~B ~] n\ l~~>-\i 11::.'\ R.~n ~Ii" ~~.r ~ 12450 MEAD WAY LITTLETON. CO, 80125 303-791-3122/ 303-791-3126 FAX FACSIMILE TRANSMITTAL SHEET TO: Chisty COMPf,NY. atyofWbo1uidgc l'1J{NUMBER: 30:>-235-2857 PHONE NUMBER: FROM, Ambony l1oblos DATE. 6/12/20C15 TOTAL NO_ Of PAGES INCLUDING COVER: 2 RE; E1 Do,.do Oub .C8:l URGENT 0 FOIlIlEVlEW 0 PLEAS);: COMMEN1' 0 PLEASE IlEPLY 0 PLEASE RECYcLE Non:S/COMMENlS: Christy, the following letter is from the Jackson factory regarding the panics that were installed at the El Dorado Club at 4595 Harlan St. The panics require less than l5lbs, of pressure to opeD. Please let me know if yoU need any other info. Thank you, Anthony Robles Please call immediately if you do Dot receive all pages Thank you Jun 22 05 09:3?a elal'"'k 't.Qle!;ales 303 288 38?6 141002 p.1 06/22/05 10:35 FAX KEN CARYL GLASS 86/22/28e5 07: 20 188il6886855 JACKSON CDRPORArION F'AGE Ell :~ +-::l ~f< j~~~~~ ~-+ (ill VT 3447 Union pacitlc Ave.. Los Mg"les, C,~ 90023 . (877) Eldt D8Yic" {s94-SS3e} www.lacksomoot.eom ~-f ~ I FAX COVti!r Sheet I To: Paula COm~-": Clat1< Securirv PhQlle: 303 2689200 Fax Phone: 803288 7535 Date: 06122/05 Number of pages 1 fncivr/ing cover M1eer: From: Bob Ward PhQtle: (BOO) sa:Hl229 ext.418 F81l Phrme: (000) 888-6855 MESSA.GE~ Paula, In orderto be U.L listed,!he p8,nic:s must.reQuire less than 151bs. pressure to open on A static door with no olo$er. All of our panics meilt that standard. There may, however be a Local cOde which states something differen~. lU!)u need more infonna~ion, please call me back And WQ'II get it done. Thanks! 06/22/2005 WED 08:47 [TXlRX NO 59251 lalooJ. t FAX NO. :3036960069 Jun. 21 2005 11:43AM P1 B&E I PROPERTIES LTD. 2667 S Xanadu Wy.B Aurora Co 80014 3032041632 The following items to be corrected at the Club EI Dorado at 4595 Harlan St. 1. provide exit signs on exterior gates to meet egress requirements 2. test and repair cxit and associated egress lighting replace if necessary 3. install handrail out side north gate 4. repair hole in upper dance floor 5. remove excess items in storage areas 6. remove water from pool 7. cooling tower does not cxist 8. panic hardware installed 9. replace broken light fIXtures 10. clean out electrical room 11. repair dumpster screen 12. provide specs for north stcps and submit with site plans 13. correct address sign 14. removc wiring that does not comply with NEC 2002 IS. sprinkler contractor to replace damagedsprinkler heads 16. test sprinkler system 17. test fire alarm Martin Beranek! B&El Properties t14~ o Vo 5-- WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 507 . 3880 UPHAM STREET' WHEAT RIDGE, COLORADO 80034-0507 303-403-5900 . FAX 303-940-0350. WWW.WRFJRE.ORG Wheat Ridge Police 7500 West 29th Ave. Wheat Ridge, Colorado 80033 June 15,2005 Re: Club El Dorado, 4515 Harlan Street. The club listed above was issued a "HAZARD NOTICE" form the Fire District for the following reasons; 1. Repair work was being conducted without the proper permits from the Fire District as well as the City Building Department. 2. The Fire Alarm is not working and is not monitored at the time of testing. 3. Several repairs need to be made on the Fire Alarm system. 4. The Emergency exit lighting and exit signs which are required are not working. 5. The emergency egress panic hardware has not been installed. 6. Several placements of electrical cords are in violation of the Fire Code. These items pose a great hazard to the life and safety of the public and emergency responders. Therefore I have issued a "STOP WORK ORDER" which is to allow no person to enter the structure without approval of the Fire Chief or the Fire Marshal. ~~ Douglas J. Saba Fire Marshal Stanma,k ElectrIc Company, Inc. . COMMERCIAL . RESIOENTIAL LJc..- and 1_ Wheat Ridge Fire Protection Disl. P.O. Box 507 3880 Upham SI. Wheat Ridge, CO 80034 Ref: 4595 Harlen SI., Wheatridge To Whom it may Concern: Seope of Work: For Fire Alarm Systems: Provide a NFPA-721nspection report for existing Fire Alarm System. Provide specification sheet for new HIS. Place I new HIS WP at exterior above FDC Repairs as needed. Test manual pull stations. Scope of W od: For Electrieal Services Install new OF! receptacles where required for cWTent NEC 2002. Replace broken 2 X 4 laying fixture lens, Provide Egress battery back-up lighting at exits. Marl< Bloomquist President Stanmark Electric Co" Inc. 1 'd S~~~-~~9-EOE U1 "oJ Ot~~oaI3 ~~~wu~~s Il920 SOUth Jordan Road, Unn P Englewood, CO 80112 (303) e27-2714 F8lC (303) 627-2729 Wd~~:E SODa 91 unr 06/15/05 14:36 FAX KEN CARYL GLASS 141001 --.----. - _.- -- "--N.'v:.\1"~ I', II~':' 'lI\ ':i! 'I ',I' I ,. ,\~'I ",,~ ":'\ .' "1' ';" .' ~N1.<.r ~ 12450 MEAD WAY LITTLETON, CO, 80125 303_791_3122/303-791-3126 FAX FACSIMILE. TRANSMITTAL SHEET noM: Ambauy Robles DATE, Gl15I2005 TOTAL NO, OF PAGES INa..UOING COVERo ~ RE, El Dorado Cub TO: O>risty COMPANY, GtyofWbcuridge fAX NUMl!El'.: 3OJ.2JH857 PHONE NUMl!ERo !8J URGENT !8J FORRI!VIEW 0 PLEASE COMMENT 0 PLEASE R1!PLY 0 PLEASE RECYC~E NO'IES/COMMENfS, Christy, these were the products used at the EI Dorado Club at 4595 Harlan St. Please note that the Jackson 1285 Concealed Vertical Rod panics were used at the storefront doors in the entry, and the Jackson 1095 Rim panics were used on the gates. Please let me know if you need anything else. Thank you, Anthony Robles Please call immediately if you do not receive all pages Thank you ----- - ----- KEN CARYL GLASS ------- 141002 06/15/05 14:37 FAX -::::I jllt,its..'l r 200 SIRlES IX" DEI/ICE @ ~w",,,,*t "., ~, "".",1' .., _ /I _I!I.V :- _ -. -~ -=:'~." ~;.-::--+:}"~~;~~!il;:rr~'~'~:;(~"~-::~ ,~::~ -~-, . . J _ _ ~ _ ll. ~ APPLICATION . Narrow 1-314" (45 mm), Medium and Wide Stile Aluminum Doors. . Product is shipped For use with slandard 1-3/4" (45 mm) Thick Do"", - t' (51 mm) Door Mounting is optional. FEATURES . Concealed Venicel Rod Feawres lop and bottom bolt design. . Independent top and bonom boll ac~on SIB" (15 mm) boll throw. ,Trigger action. posilive bolt throw. . AdjUSl1lble bolt guides allow bolt adjustment with door installed. . Handed - Not Reversible. . Requires No. 30-821J cylinder moonting pad when using mDl1ise <;ylinder For keyed enlry. . Uses standard monise cylinder with maximum security (MS) ~e cam' (Supplied by Others) . Foam rubber washers to help quiet rod operation. . Standard mounting package consists of machine screw ~e fasterers. . Pushpad Center Line mounting heigtn = 40' (1016 mm) from door bonom, . Rod length shipped standard far 7/0 (2134 mm) high doors. For doors over 7/0 (2134 mm) High: Top Rod Extender .12" (305 mm). .."..".., .No, 30.1347 Top Rod Extender - 24" (609 mm)....,....... .No. 30-1348 'Top & Bonom Boll........,......,............. . No. 30-763P 'Top& Bouom Strikes........,.................. .No.30-1084 @ APPUCAnON . Aluminum, Wood or Hollow Metal Doors. . ~ ~~\&~ ii' ~vc, l' ~,i) ~ . '(f ~~~~evicereawres3W(19mm)ttGld:lt&F BUILDING OFFICiAL . Non-Handed . uses standard rim cylinder for keyed enlry . mounling pad not necessary. (Cylinder supplied by Others) . Strike Options: Surface Mounted Roller SOlke - Type "C' (Standarrl) . . . . . . . . . . . . . , . .No. 30.2436 Surface Mounted for use with applied 00' blade stop - Type "5" . . . . . . . No. 30.2501 Strike Plate for 1-314" (45 mm) Sme Doors 00' Monised 51tlke . . . . . . . . No. 30-2519 mr DfIfI(fS . 85 06/15/05 14:37 FAl _._ KEN CARYL GLASS__ --- "':1 j~leltS..I' '0 SIRlIS IXI1 DI"CI !11"1 i.1@ 1:~:~~-7:' ...:. '''' .,....."...,. ." . , ,_"""........ <,'" ',..M"._....,.u"'.."''' .,.""..,,, ,'...< ~003 ~ W '~ .J APPLICATION: , 1-3/4' (44.5 mm) Narrow, Medium and Wide Stile Aluminum Doors. . Product is shipped for use with standard 1.314' (44.5 mm) Thick Doors. 2" (51 mm) Door Mounting is optional FEATURES: . Standard mounting package consists of machine screw , Non.Handed type fasteners. , Independenllop and bottom bolt aClion .1/2" (13 mm) , Crossbar mounting height 36- 1/2' from bottom of door, bolt throw. ' Rod length shipped standard for 7/0 (2134 mm) high doors, ,Trigger action, positive boll release For doors over 7/0 (2134 mm) High: , Adjustable bolt guides allow bott adjustment with door Top Rod Extender. 12: (305 mm) . . . , . . No. 30-1347 installed. Top Rod Extender - 24 (609 mm) . , . . . . No. 30-1348 , Requires No. 30.821J Cylinder mounting pad when using ,Top & Bottom Bolt. . . . . . , . . . .. . . . , . . . No. 30-763P mortise cylinder for keyed entry , Top & Bottom Strikes. . . . . . . . . . . . . . , . . No. 30-1084 . Uses standard mortise cylinder with maximum security (MS) type earn, (Supplied by Others) . Foam rubber silencers to quiet rod operation. l -#- "" "",,, .." ,,,. '"""""" \ "'., .~,,,"~,,-,.~- :m"'il "(" tll.\ I. . \::;y Ii:' --'c~-"..,""'"'' . .".' . . . n,', un. . ,._.~" .....,. .. . \....,..-. APPLICATION: , Aluminum, wood or hollow metal Doors. . Product is shipped for use with aluminum or hollow metal doors - Wood door mounting is optional. FEATURES: , Handed . Not Reversible . Uses standard rim cylinder for keyed entry - mounting pad not necessary. (Cylinder supplied by others) , Dual funclion operation - Field Selectable: _ Standard - Key removable in unlocked position - Optional ,Night Latch function (Key removable in locked position only) IJ' O'T DIll"" "'7'it. ,~ . Adjustable Strike Options; Surface Mounted Roller Strike: Type "C" (Standard) .... No- 30-732 Surface Mounted for use with Applied or Blade Stop: Type 'S" . . . . " . . .. " . No. 30-756 Jun 14 05 04:03p Javie-.... S't.one 303 3688075 p.l I I ,,- 'I' ~ . :"l"i"""'LfI"-'UU;;"'ll::L=b~:l:'J~~" C"''''(=.L~''t'TII'i''i' ..~~.. :::,' I, ,Q~,~:_~~ ~ l'lj.l~r-:--; ..~ 11/ - ,:~:::~ 1-- '. -- i; EJI:: j II (3 ", r= 0- f --. L,__ (3 -. \ ' - - t Jg > -~~~ !:j\ / J.l-l[,r~\~'.:;: j. ", ,.- ~ , " I D':j.ScU'l ~-..'" ~~~I~~ W ~ ": . .Li2~ra (l --=_t.: .--:,\~~ -_.:'J l ,_'.' --,t l' I . [~"---~l ! '~)CJI'~i~[""'~~1 .: ,'" . _._L.C-...,-:..J.'. I, ..... '.' '~" ,.- :. , .'". ,I .. . ,', o '. _.1 .1, ,..:::.... .~_. I:. ,., /... I~' .' I. . 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WWW.WRFlRE.ORG Cleary Fire Protection 11919 West 1-70 Frontage Road North Wheat Ridge, Colorado 80033 Re: EI Dorado Club. 4594 Harlan Street. June 21, 2005 The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge. Colorado. I. The Fire Alarm system shall be repaired and tested with the sprinkler system to show that all flow alarms and tamper switches are working. 2. All painted sprlnlder heads are to be replaced and system tested to approved standards. 3. The Fire district shall be notified when :final testing is to be performed. 24 hour notice required. 4. The riser room shall, have the appropriate replacement heads and wrench required for the system. 5. Any changes to the approved submittal shall be approved by the Fire District. 6. The plans submitted to the Fire District were very vague in the scope of work and no specifications on the replacement heads to be installed. There may be other requirements and approvals necessary at the :final testing. Any questions contact me at the Fire District. Re?;wed b~. _ A / ,....rY:--L.?1'~ Douglas J. Saba Fire Marshal . Jun. 21. 2005 10:20AM 31lWHEAT RIDGE FIRE DISTRICT No.5217 pP.31l2/1l2 C. II!~AY III". JlRO.-...,DN. INC. '!liS W.I-70 Frontage Road N.. Unit 11eA, Wheat Fl~ CO 80033 (303) 42.5-6678. Fax (3m) 403-a173 Stale Ucense #06' WORK ORDER l~lO: EJdorado Club 4515 Harle" St Wheat Ridge, CO flOOS3 Phone: (303) 937-3555 Fax: (303) 389-8075 N~ 10.106 SPKR 1\&0 exr SF!) ATTIII 1'01 , EldonIdD Club 4515./:lllllan St. Whlfat ftkfge.. CO 8003S' , PhontI: C303l 937-3555 .Ihier CHANGE OOOER Y - N WEl!JC eNDlNllIl'AlJ ,. cc- .......... J SA1ES1MN OFWDllI<: ~o.: 2 ~ /WOOS ~\MJ -i~cnuf&uon P'~ f.1oIJucsr.. ~~~ ~:r- 0"'""4 Q TJMEAND MAmw. ~ PRICE IdI.~ . Q"b PRICE NOT TO SlIcI3:Ds IT 18 AOREEg BElWEEN THE SELLER AND THE BUYER THAT THE BUYER: Hu inIlnIcI8cIlIle Seller 10 Jln><;eed wiIh 1he """""""'Y 18lI!olon onlt'or Ill"" III the aUlOmIlic sprinlder ,.,.,18m ".. installed 0\ our p~~ . Will PllY fllr cost of wurk peJ(ormed at 1/18 ~Ijng m8tk8l price lOr malorials, pjus IacaI, _ or IIderaJ ....llllt who.. 8PPIICICle. CUmon'T & M rates I'IDt appU~ to IiIaId or n0110 _ed F'ri<:es. Win pQ)' fur the COOl 01 labor lnell.ldlnlllWlllillNrillg at f68.00 /)or man hour; shop at $58.00 poi 1Il8JI1lour; 8IllIIfor field i/lSl8IJaIiun IaIIor oncI "-I h ilia rD of moo per man hour (2 /lour _um) an4lor S8ll.60 por man ~Q"r (1Mlr1ime),1!'lICl!pt Sun. & HOIiClIJa $123.00 per man hour plus tJ_J expe_s Ind IUlI5is1ence whe", applicable. 1Th- ..,.. JIlCI~d8 ~ 1lIllU, ............., - healll1l1l1d WlIl11lre Benefita).An adcfllior1a1 minimum truck cI1a1go 01 $8O,lllI 011 any Vip. Trip$ __ 40 "'U.... add 1.40 pol' mile and trucIc cI18r;e "If use of!he lrUck to and Irmllhe jab to Il'InlpOrl malarial and IooJs per day. Will PIll' tile IOIa1 amount otlhB IrMlk:es ouIImIllecI wtllIin f8ll (10) cIay8 a!let I8C8ipt oIlIIe same, . no! paid wItIlrn IhII'lY (30) dllY8. !fIen a 1a18 payment chargo w1U be added to Ihu imIoice and paid at e rate of 2.00% per IllOnth. Agllles to pay aD logal lees lor oolltcllon ~ 'egal oclion becomes necessary; s"b)ect to 1111 tI1e Termo and Conlll1iGIIS On I'EMlrse side he_f. FOR FIELD USE ONLY - Al.MM co NolIE ............NO. CQ...)~ lI1UO/lPlA__ ~ ~O:z 1~ _INC. . P-"5SWOIID FtlRA.CCT..t '"'" -- ~0lI JMaCSQIlOSl..... MIl ~.. . Jun. 21. 2005 10:20AM WHEAT RIDGE FIRE DIST~ICT No.5217 P. 4 WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 507 . 3880 UPHAM STREE:l' . WHEAT RIDGE, COLORADO 800340507 303403-5900 . FAX 303-94<>0350 . WWW.WRFIRE.ORG Stsmml'lTk Electric Company, Inc. 6920 South Jordan Road, Unit P Englewood, Colorado 80112 June 21,2005 Re: El Dorado Club, 4595 Harlan Street, Wheat Ridge, Colorado. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. 1. The plans submitted for repairs to the building were very vague and did not cover in detail all the work to be done. The Fire District requires a-written account of all work to be performed at the site. Several other items may be required at the :final inspection. 2. The Fire District shall be provided with the appropriate NFP A paperwork with the repair parties' signature. 3. Repairs shall be performed on the pull station on the south walL 4. Testing shall include all components of the Fire Alarm and the Sprinkler system. 5. The llluminl'lted exit signs and the emergency lighting shall be repaired and maintained at all tirites. 6. All exit pathways shall remain clear at all times. 7. The occupancy load shall be established with the City Building Official and posted at the front of the building. 8. All panic hardware shall be installed to manufacturer specifications and doors shall open with less than 15 pounds per square inch. 9. All electrical and building requirements shall be completed before a final approval is granted. (See attached form for the City of Wheat Ridge.) 10.Removal of extension cords to the ice aching and replace with hard wiring. II.Repair the Fire Alarm system and the phone lines servicing the alarm. The Alarm shall have dedicated lines for the panel. . Jun.21. 2005 10:21AM WHEAT RIDGE FIRE DISTRICT No.5217 P. 5 12. The Alarm panel shall have phone numbers to the monitoring company and the building owner. Also the codes and account numbers for the alarm system, 13.Keys shall be supplied for the Fire Knox Box to include a copy of the Main door keys and the fire alarm keys. 14.Any cJ;tanges to the approved plans shall be submitted to the Fire District for approval. I5.Fire extinguishers with a minimum rating of 2A-40BC shall be mounted 3 to 5 feet from the floor surface with 75 feet travel distance. The extinguishers shall be cheeked by an approved company annually and tested every 6 years. Any question regarding these requirements contact me at the Fire District ~~~ Doughfs J. Saba . Fire Marshal Ce. B&E Property Page 1 of 2 Chad Root From: Kristy Shutto Sent: Friday, June 17, 2005 4:54 PM To: Alan White; Biil Mazowski; Chad Root; Cindy Hagerman; Kathy Field Cc: Daniel Brennan Subject: EI Durado Club FYI - NO Building Permit will be issued today (6/17/05) for EI Durado Night Club (4595 Harlan St), per Dan Brennan from Doug Saba. - meaning - There may be NO events at the Club this weekend 6/17/05-6/19/05. Some info for you to know: 1. Mon., 6/13/05 Ernest Cordova was in to get a license and permit. Filled out the license info, but didn't have ANY of the information needed for a permit submittal. Was going to bring the license info and permit info back the following day. 2. 6/14/05 -- Ernest Cordova was in again in the PM to pick up another license application (Lost) and permit application 3. Panic Hardware information was faxed to me on Wed. 6/15/05 in the afternoon. 4. 6/15/05, Martin w/ B & E 1 Properties was in to pull a G.C. license to pull the permit for EI Durado Night Club 5. Ernest Cordova, brought in a floor plan w/ surrounding parking lot / property lines as well as fences/gates was brought in the AM of 6/16/05. 6. I received the letter of intent regarding the electrical via fax on 6/16/05 in the PM 7. 6/16/05 PM. At this time Doug Saba, WRFD, had not received ANY information regarding the EI Durado Night Club. (I have made him a copy of everything that we have and he will pick it up on 6/17/05 in the AM). 8. In the early AM on 6/17/05 I was told that a "step detail" was needed for some "new stairs" that did not meet code and were in the process of being built on the initial inspection date of Saturday 6/11/05. " I had the G.C. at my desk and relayed the need for a "stair detail" to him, in addition to the documents we had sporadically received over the last few days. The owner, Javier, and the electrical contractor, Rodney Sisneros, came in around the time I was relaying the info, I informed all of them that the building dept would not issue a building permit w/o all the necessary "approved" permit documents and Fire Dept signoff, We would not allow occupancy in the building without a Final Building inspection and a Final Fire Dept inspection (including testing of the alarm systems, etc., .). I also informed them that the Fire Dept does not do after hours inspections (and believe that they close around 9, Rodney Sisneros, Martin and Javier Stone took the site plan/floor plan w/ then to the site and were going to put a "stair detail" together. I received the "stair detail" at 1:10PM, To my knowledge we have the info required for the building code compliance permit, however, we do not have approvals from either the CBO or the Fire Marshal on that submittal at this time (4:50 PM, 6/17/05), Also, another permit is required in reference to the Fire Alarm &lor Fire Sprinkler systems. Javier Stone, Martin (G.C), and Rodney Sisneros (Eiectrical) have been made aware (on multiple occasions) that a separate permit is need for the Fire Alarm/Sprinkler System compliance, approved by both WRFD and WR Bldg Dept. I am unaware of the status of this permit submittal to the Fire Dept. 6/20/2005 WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 507 . 3880 UPHAM STREET. WHEAT RIDGE, COLORADO 800340507 303-403-5900 . FAX 303-94().()3S0 . WWW.WRFIRE,ORG Wheat Ridge Police 7500 West 29th Ave. Wheat Ridge, Colorado 80033 June 15,2005 Re: Club EI Dorado, 4515 Harlan Street. The club listed above was issued a "HAZARD NOTICE" form the Fire District for the following reasons; I. Repair work was being conducted without the proper permits from the Fire District as well as the City Building Department. 2. The Fire Alarm is not working and is not monitored at the time of testing. 3. Several repairs need to be made on the Fire Alarm system. 4. The Emergency exit lighting and exit signs which are required are not , working. 5. The emergency egress panic hardware has not been installed. 6. Several placements of electrical cords are in violation of the Fire Code. These items pose a great hazard to the life and safety of the public and emergency responders. Therefore I have issued a "STOP WORK ORDER" which is to allow no person to enter the structure without approval of the Fire Chief or the Fire Marshal. ~~ Douglas J. Saba Fire Marshal IN THE MUNICIPAL COURT IN AND FOR THE CITY OF WHEAT RIDGE STATE OF COLORADO The City of Wheat Ridge, Colorado by and on behalf of the People of the State of Colorado, Plaintiffs, vs. DEMETRlOS STONE , Defendant(s). TO THE ABOVE-NAMED DEFENDANT(S), GREETINGS: YOU ARE HEREBY ORDERED TO APPEAR IN THE MUNICIPAL COURT, 7500 w. 29TH Avenue, Wheat Ridge, Colorado at the hour of 1 :00 o'clock, p,m. on the 3rd of April , 2006. to answer charges of violation of the Code of the City of Wheat Ridge 1976 as adopted and amended, which occurred within the City of Wheat Ridge, County of Jefferson, State of Colorado, at the approximate location of: 4595 Harlan Street, Wheat Ridge, CO 80033 Said violation is alleged to have occurred on: January 21,2006 Said vio,lation is contrary to: Wheat Ridge Code of Laws and 2003 International Fire Code Section 107,6 Overcrowding. Overcrowding or admittance of any person beyond the approved capacity of a building or a portion thereof shall not be allowed. The fire code official, upon finding any overcrowding conditions or obstructions in aisles, passageways or other means of egress, or upon finding any condition which constitutes a life safety hazard, shall be authorized to cause the event to be stopped until such condition or obstruction is corrected. t 10.1.1 Unsafe conditions. Structures or existing equipment that are or hereafter become unsafe or deficient because of inadequate means of egress or which constitute a fire hazard, or are otherwise dangerous to human life or the public welfare, or which involve illegal or improper occupancy or inadequate maintenance, shall be deemed an unsafe condition. A vacant structure which is not secured against unauthorized entry as required by Section 311 shall be deemed unsafe. Section 26-1004: Each day such violation continues shall constitute a separate offense. FAILURE TO APPEAR IS A SEPARATE OFFENSE AND WILL RESULT IN A BENCH WARRANT BEING ISSUED FOR YOUR ARREST. The undersigned deposes and states that he has reasonable grounds for believing that the aforementioned offense was, in fact, committed by the Defendant(s) as alleged. I further certify that a copy of the fore oing Summons and Complaint has been served upon the Defendant(s) as required by law. -c? ~ .~~. 7Zf6- / ~. .::> "2 - (::>COMPk INA1iiT DATE C~drey Root, Chief Building Official 3" 22.'&:' Date SERVED BY -Ln -0'" DATE ?~ED .D, LOCATION OF SERVICE 710100 3'11lo 'lo!l~~ 211~~ 2'1'13 Or L [ r 3. Service Type CERTIFIED MAIL 4. Restricted Delivery? (Extra Fee) 1. Article Addressed to: DYe. Re: El Durado Club Demetrios Stone 4515 Harlan St. Wheat Ridge, CO 80033 PS Form 3811, July 2001 Domestic Return Receipt --* J la/IlL aLdJ'/I&Lc ()L by &)L{)~ fb;JWJlan ~//O!()5 NOTICE AND ORDER To PROPERTY OWNER AND ALL CURRENT OCCUPANTS Pursuant to the 1997 Edition and the Uniform Code for the Abatement of Dangerous Buildings, the 1997 Uniform Housing Code and the 2003 International Property Maintenance Code, the following property is in violation, According to County Records you are the property owner of the described property in violation. June 9, 2005 Certified Article Number 71bD 3901 9844 2844 2943 Property Owner: Attn: Demetrios Stone 4515 Harlan Street Arvada CO, 80005 SENDERS RECORD Property Description: 2405 BARTHS, COULEHAN GRANGE, WHEAT RIDGE AREA, 111600 carpenter or commonly known as: 4595 Harlan Street (4515 Harlan on sign) Wheat Ridge Colorado 80033 NOTICE The property owner, and all current occupants, are hereby notified that the undersigned Building Official of Wheat Ridge, Colorado, has found the building located on the above described real property to be a Dangerous Building within the meaning of Section 302 of the Uniform Code for the Abatement of Dangerous Buildings, 1997 edition, as adopted by the City of Wheat Ridge, Colorado ("Code"), as more particularly set out below: The building is being used for dwelling purposes and is in violation of the Uniform Code for the Abatement of Dangerous Buildings, sections in bold are the sections that this property is in violation of. SECTION 301 - GENERAL For the purpose of this code, certain tenns, phrases, words and their derivatives shall be construed as specified in either this chapter or as specified in the Building Code or the Housing Code, Where terms are not defined, they shall have their ordinary accepted meanings within the context with which they are used, Webster's Third new International Dictionary of the English Language, Unabridge, copyright 1986, shall be construed as providing ordinary accepted meanings, Words used in the singular masculine gender include the feminine and the feminine the masculine, BUILDING CODE is the International Code Council, as adopted by this jurisdiction. DANGEROUS BUILDING is any building or structure deemed to be dangerous under the provisions of Section 302 of this code. HOUSING CODE is the Uniform Housing Code promulgated by the International Conference of building Officials, as adopted by this jurisdiction, INTERNATIONAL PROPERTY MAINTENANCE CODE is the 2003 International Property Maintenance Code promulgated by the International Code Council, as adopted by this jurisdiction, SECTION 302 - DANGEROUS BUILDING For the purpose of this code, any building or structure which has any or all of the conditions or defects hereinafter described shall be deemed to be a dangerous building, provided that such conditions or defects exist to the extent that the life, health, property or safety of the public or its occupants are endangered, 1. Whenever any door, aisle, passageway, stairway or other means of exit is not of sufficient width or size or is not so arranged as to provide safe and adequate means of exit in case of fIre or panic. 2. Whenever the walking surface of any aisle, passageway, stairway or other means of exit is so warped, worn. Loose, tom or otherwise unsafe as to not provide safe and adequate means of exit in case of fire or panic. 3. Whenever the stress in any materials, member or portion thereof, due to all dead and life loads, is more than one and one half times the working stress or stresses allowed in the Building Code for new buildings of similar structure, purpose or location, 4. Whenever any portion thereof has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materially less than it was before such catastrophe and is less than the minimum requirements of the Building Code for new buildings of similar structure, purpose or location. S, Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injure persons or damage property. 6. Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in place so as to be capable of resisting a wind pressure of one half of that specified in the building Code for new buildings of similar structure, purpose or location without exceeding the working stressed pennitted in the Building Code for such buildings. 7. Whenever any portion thereof has wracked, warped, buckled or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction. 8, Whenever the building or structure, or any portion thereof, because of (i) dilapidation, deterioration or decay; (ii)faulty construction; (iii) the removal, movement or instability of any portion of the ground necessary for the purpose of supporting such buildings: (iv) the deterioration, decay or inadequacy of its foundation; or (v) any other cause, is likely to partially or completely collapse. 9. Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for purpose of which it is being used. 10. Whenever the exterior walls or other vertical structural members list, lean or buckle to such an extent that a plumb line passing through the center of gravity does not fall inside the middle on third of the base. II. Whenever the building or structure, exclusive of the foundation, shows 33 percent or more damage or deterioration of its supporting member or members, or 50 percent damage or deterioration of its non-supporting members, enclosing or outside walls or coverings. 12, Whenever the building or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become (i) an attractive nuisance to children; (ii) a harbor for vagrants, criminals or immoral persons; or as to (iii) enable persons to resort thereto for the purpose of committing unlawful or immoral acts. 13. Whenever any building or structure has been construtted, exists or is maintained in violation of any specific requirement or prohibition applicable to such building or structure provided by the building regulations of this jurisdiction, as specified in the Building Code or Housing Code, or of any law or ordinance of this state or jurisdiction relating to the condition, location or structure of buildings. 14. Whenever any building or structure which, whether or not erected in accordance with a all applicable laws and ordinances, has in any non-supporting part, member or portion less than 50 percent, or in any supporting part, member or portion less the 66 percent or the (i) strength, (ii) fire-resisting qualities or characteristics, or (iii) weather-resisting qualities or characteristics required by law in the case of a newly constructed building of like area, height and occupancy in the same location. 15. Whenever a building or structure, used or intended to be used for dwelling purposes, because of inadequate maintenance, dilapidation, decay, damage. faulty construction or arrangement, inadequate light, air or sanitation facilities, or otherwise, is determined by the health officer to be unsanitary, unfit for human habitation or in such a condition that is likely to cause sickness or disease. 16. Whenever any building or structure, because of obsolescence, dilapidated condition, deterioration, damage, inadequate exists, lack of sufficient fire-resistive construction, faulty electric wiring, gas connections or heating apparatus, or other cause, is determined by the fire marshal to be a fire hazard. 17. Whenever any building or structure is in such a condition as to constitute a public nuisance known to the common law or in equity jurisprudence. 18. Whenever any portion or a building or structure remains on a site after the demolition or destruction of the building or structure or whenever any building or structure is abandoned for a period in excess of six months so as to constitute such building or portion thereof an attractive nuisance or hazard to the public. The 1997 Uniform Housing Codes states: SECTION 1001 - DEFINITIONS 1001.1 General. Any building or portion thereof that is determined to be an unsafe building in accordance with Section 102 of the Building Code, or any building or portion thereof, including any dwelling unit, guest room or suite or rooms, or the premises on which the same is located, in which there exists any of the conditions referenced in this section to an extent that endangers the life, limb, health, property, safety or welfare of the public or the occupants thereof, shall be deemed and hereby are declared to be substandard buildings. 1001.2 Inadequate Sanitation. Buildings or portions thereof shall be deemed substandard when they are when they are in sanitary. Inadequate sanitation shall include, but not be limited to, the following: I, Lack of or improper water closet, lavatory, bathtub or shower in a dwelling unit or lodging house, 2. Lack of or improper water closets, lavatories, and bathtubs or showers per number or guests in a hotel. 3, Lack of or improper kitchen sink in a dwelling unit 4, Lack of hot or cold running water to plumbing fixtures in a hotel 5. Lack of hot or cold ruuning water to plumbing fixtures in a dwelling unit or lodging house. 6. Lack of adequate heating facilities. 7. Lack of or improper operation or required ventilating equipment 8. Lack of minimum amounts of natural light and ventilation require by this code. 9. Room and space dimensions less than required by this code. 10. Lack of required electrical lighting. 11. Dampness of habitable rooms. 12. Infestation of insects, vermin or rodents as determined by the health officer. 13. General dilapidation or improper maintenance. 14. Lack of connection to required sewage disposal system. 15. Lack of adequate garbage and rubbish storage and removal facilities as determined by the health officer. 1001.3 Structural Hazards. Buildings or portions thereof shall be deemed substandard when they are or contain structural hazards. Structural hazards shall include, but not be limited to, the following: 1. Deteriorated or inadequate foundations. 2. Defective or deteriorated flooring or floor supports. 3. Flooring or floor supports of insufficient size to carry imposed loads with safety, 4. Members of walls, partitions or other vertical supports that split, lean, list or buckle do to defective material or deteriorations. 5. Members of walls, partitions or other vertical supports that are of insufficient size to carry imposed loads with safety. 6. Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that sag, split or buckle due to defective material or deterioration. 7, Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that are of insufficient size to carry imposed lads with safety, 8. Fireplaces or chimneys that list, bulge 0 settle due to defective material or deterioration. 9. Fireplaces or chimneys that are of insufficient size or strength to carry imposed loads with safety, 1001.4 Nuisance. Buildings or portions thereof in which there exists any nuisance as defined in this code are deemed substandard buildings, 1001.5 Hazardous Electrical Wiring. Electrical wmng that was installed in violation of code requirements in effect at the time of installation or electrical wiring not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.6 Hazardous Plumbing. Plwnbing that was installed in violation of code requirements in effect at the time of installation or plumbing not installed in accordance with generally accepted construction practices in areas where no codes were in effect Of that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard, 1001.7 Hazardous Mechanical. Mechanical equipment that was installed in violation of code requirements in effect at the time of installation or mechanical equipment not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.8 Faulty Weather Protections. Buildings or portions thereof shall be considered substandard when they have faulty weather protections, which shall include, but not be limited to, the following: I. Deteriorated, crumbling or loose plaster. 2. Deteriorated or ineffective waterproofing or exterior walls, roof, foundations or floors, including broken windows or doors. 3. Defective or lack of weather protection for exterior wall coverings, including lack of paint, or weathering due to lack of paint or other approved protective covering. 4. Broken, rotted, split or buckled exterior wall coverings or roof coverings. 1001.9 Fire Hazard, Any building or portion thereof, device, apparatus, equipment, combustible waste, or vegetation that, in the opinion of the chief of the fire department, is in such a condition as to cause a fire or explosion or provide a ready fuel to augment the spread and intensity of fire or explosion arising from any cause shall be considered substandard. 1001.10 Faulty Materials of Construction. The use of materials of construction, except those that are specifically allowed or approved by this code and the Building Code, and that have been adequately maintained in good and safe conditions, shall cause a building to be substandard. 1001.11 Hazardous or Insanitary Premises. The accumulation of weeds, vegetation, junk, dead organic matter, debris, garbage, offal, rat harborages, stagnant water, combustible materials, and similar materials or conditions on a premises constitutes fIre, health or safety hazards that shall be abated in accordance with the procedures specified in Chapter II of this code. 1001.12 Inadequate Exits. Except for those buildings or portions thereof that have been provided with adequate exit facilities confonning to the provisions of this code, buildings or portions thereof whose exit facilities were installed in violation of code requirements in effect at the time of their construction or whose exit facilities have not been increased in number or width in relations to any increase in occupant load due to alterations, additions or change in use or occupancy subsequent to the time of construction shall be considered substandard. Notwithstanding compliance with code requirements in effect at the time of their construction, buildings or portions thereof shall be considered substandard when the building official finds that an unsafe condition exists through an improper location of exits, a lack of an adequate number or width of exits, or when other conditions exist that are dangerous to human life. 1001.13 Inadequate Fire-Protection or Fire-Fighting Equipment. Buildings or portions there of shall be considered substandard when they are not provided with the fire-resistive construction or fire- extinguishing systems or equipment required by this code, except those buildings or portions thereof that conformed with all applicable laws at the time of their construction and whose fire-resistive integrity and fire-extinguishing systems or equipment has been adequately maintained and improved in relation to any increase in occupant load, alteration or addition, or any change in occupancy. 1001.14 Improper Occupancy, All buildings or portions thereof occupied for living, sleeping, cooking or dining purposes that were not designed or intended to be used for such occupancies shall be considered substandard. The following is a list of items that shall be fixed to meet code: 1, All paths of egress must have panic hardware, 2. Out side court yard must have egress, 3, All thumb twist locks shall be removed from doors with panic hardware, 4. Dumpster shall be enclosed to meet code, 5. Cooling tower shall be baffled to reduce the noise transmitted into the residential neighborhoods so not create a public nUIsance. 6, Lack of steps on back gate onto parking lot 7. Lack of proper egress, 8, Address shall be corrected on sign to reflect actual property and not POLAR REFRIGERA nON CO as reflected by the Jefferson County Assessors data base. 9, Subject to field inspection, ORDER L The City of Wheat Ridge Building Official has determined the building referenced above to be a Dangerous Building. The owners are ordered to pull a building permit to fix the deficient items, The Building Department will post the building as a Dangerous Building. Pursuant to Code no person shall be permitted to occupy this building until all issues are brought up to code and are inspected by the City of Wheat Ridge Building Department and Wheat Ridge Fire, This is therefore required in order to protect life, health and safety of the public. II. Ifthe structure has not been brought to code or demolished by July 11, 2005 section 801 may apply to this property. Section 801 in the Uniform Code for the Abatement of Dangerous Buildings states, " 801.1 Procedure, When any work of repair or demolition is to be done pursuant Section 701.3, Item 3, of this code, the building official shall issue an order thereof to the director of public works and the work shall be accomplished by personnel of this jurisdiction or by private contract under the direction of said director. Plans and specifications therefore may be prepared by said director, or the director may employ such architectural and engineering assistance on a contract basis as deemed reasonably necessary. If any part of the work is to be accomplished by private contract, standard public works contractual procedures shall be followed," Section 801.2 states, "801.2 Costs, The cost of such work shall be paid from the repair and demolition fund, and may be made a special assessment against the property involved, or may be made a personal obligation of the property owner, whichever the legislative body of this jurisdiction shall determine is appropriate." The property owner and all occupants are hereby ORDERED TO CEASE AND DESIST occupancy and use of the above described buildiug. The Building Official shall cause the property to be posted with the attached Notice and shall take action to remove all future occupants from the building until the building is brought up to code. REMEDIAL ACTION 1. The property owner must apply for and obtain a City of Wheat Ridge building permit to correct any deficiencies, III. All deficiencies shall be fixed but are not limited to the items on this list APPEAL OF THIS NOTICE AND ORDER Any person having record title or other legal interest in the above described premises may appeal this Notice and Order or any action ofthe Building Official to the Building Code Advisory Board or known as the Board of Appeals pursuant to section 112 of the Code, provided that the appeal is made in writing as provided in the Code and filed with the Building Official within ten (10) days from the date of service of this Notice and Order. Failure to appeal will constitute a waiver of all rights to an administrative hearing and determination ofthis matter. FILING OF AN APPEAL SHALL NOT STAY THE EFFECTIVENESS OF THIS NOTICE AND ORDER. It is a misdemeanor to occupy this building, or to remove or deface this notice. BY ORDER OF THE CITY OF WHEAT RIDGE'S BUILDING OFFICIAL 303-235-2853 303-570-7510 Chadley Root, Building Official "7// 6 -~rcr;; . Property appraisal system Page 1 of 2 Assessor's Office Home Property FlIlcords General Infornuuion T..".& ""alot' IRfli!.litmluJoR ( Hnuu~rd:.tl 111 \' e"lor~ ~;: ~ ~ " History PreyiQus 2 OF 2 IPrinter Friendly Pag~ m ISch:026476 Parcel ID:39-242-99-002 Status:Active Property Type:Commercial! IProperty Addressll04595 HARLAN ST 1 1 IIWHEAT RIDGE CO 800331 IMailing Address:1104515 HARLAN ST I I !IARV ADA CO 80005 I IOwner Name I ISTONE DEMETRIOsl IArea:2 INeighborhood: 2405 BARTHS, COULEHAN GRANGE, WHEAT RIDGE AREA ISubdivision Name: 111600 CARPENTER IBlockllLot IIKey IISectionllTownshipllRangellQuarterSectionllLand sqftl DDI024 1124 113 I@[:]I 1122477 I DICXll3ll00DII24 113 I@[:]INW 1125036 I DDDDI IDITotal 1147513 1 ISale Date IISale AmountllDeed Type IIReceptionl 102-11-197411 011 11259907031 112-01-199411 OllQuit Claim Deed 1124I220071 101-24-199511 165,OOOllWarranty Deed - Joint TenancyllF00101231 112-17-200211 795,OOOIISpecial Warranty Deed IIF16375151 IAssessor Parcel Maps associated with Schedule:1 1!llilI2l9 242, pdt. 1 Acrobat Reader is required to view PDF's, . Location Mapl Additional Information. Send mail to assessQr@co,iefferson.co.us with questions or comments about this Web site. Copyright @ 2004, Jefferson County, Colorado. All rights reserved. A.MllP_of HowJo G~t to QlJLQffiQ~ Web site infonnation current through: 06-04-2005 Version 3.3.0 - Release Date: Apr 2005 http://ww14.co.jefferson.co.us/ats/displaygeneral.do ?sch=0264 7 6&offset= 1 6/9/2005 STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT /lKA 45/5 1I/1/?LAA/ S7KEE7 ( '/&16 If Sf) BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE F'OLLOWING REASON(S) ~cJX/<'/N& W/7:HOV/ ?ER/l4/T i ?.c:R U/OL/l.770N"'S o/\/' a, 09 -G}S- ?OiL> &190 /-lItERS @J .2,'/5/: r4' This no lice may be removed ONLY by THE CITY OF' WHEAT RIDGE BUILDING DEPARTMENT I Date OiP-J3-fJ5 Buildlflg inspector ?EI?NI'j- WILL pE //</PLE ~E ~ ~"'- '. . .."""c ,........ "-.' , STOP WORK ORDER YOU ARE HEREBY ORDERED ~/!) //..... STOP WORK AT: 0/( </ .-. j''';' ,,- (LOCA nON) By order of the Wheat Ridge Fire Protection District for the following reasons: 1'-' r;/ . . . " l ./ f ,'. ,:,~/ f"" p",?).:! '.' J ,'.' w/'.- .' "',/ '.,)~_ CCY-'.:lf -, .".,' /i. / .. / , ---'" ..........'~:) , ;~ _.1;. (_ /">. .. ~ . ;, ~;,~/,.o. __ c.)/' /....." ,,'" , --'". \, /7 -' ,. ,....J .;~. DATE: .. ~'} . . TIME: ./ 11 This notice can only be removed by the Whe'lt Ridge Fire Protection District. . ~' ,-//J ,./ 4.. / ~"~',1 /" i-,".' i","i,jl...,;., 1 .'/.~ /',L.....'.' "","" (./ ,/,',c_ 'i:J. , _ --~~' "-""'---"'y- Fire Chief Fire Marshal WHITE - PROPERTY YELLOW - FIRE DISTRICT PINK - CITY/TOWN ,I .... / i ~,,' "'"-'~-.:o' .~ .-:1'':<::: ~ City of Wheat Ridge Community Development Department Memorandum .>.~~ V<HE~r 1>, " '" - '" u '" C'O(OR~",o TO: Building File FROM: Property Inspector Cindy Hagerman SUBJECT: Eldorado Club Inspection DATE: June 11, 2005 At 10:00 AM on Saturday, June 11,2005, Chief Building O.fficial Chad Roo~.e.c.,~ t50r Ray Spiker, and I arrived at the Eldorado Club Reception Hall~AKA 45 I 5__iAo inspect the premises for Health, Safety, and Fire violations. This inspection was a follow-up to a June 10,2005 meeting attended by Police Chief Dan Brennan, Commander Jack Chism, City Attorney Jerry Dahl, Eldorado Club owners Javier and Yamileh Stone, their attorney Manuel Martinez, Eldorado Club Manager Joe Pena, Security Guard Margaret Gomez, and me, General Contractor Ernie Cordova, (720) 296-2659, arrived for the inspection thirty minutes late, and Javier Stone, (720) 628-7994, arrived seventy-five minutes late. The following items still need to be corrected in order for the property to be deemed in compliance of Building and Fire Codes: 1) Exit signs on exterior gates need to be posted in order to meet egress requirements. 2) Interior exit sign on south door must be operable, 3) Handrail outside north gate must be installed. 4) Hole in floor on upper dance floor must be repaired. 5) Storage room needs to be cleared out (fire hazard), 6) Swimming pool under dance floor needs to be pumped out (mold issue). 7) Cooling tower must have sound barrier installed, (At the time of this inspection, the cooling tower had been disassembled.) 8) Panic hardware on front door needs to be installed, 9) Broken interior light fixtures need to be repaired, 10) Correct occupancy load sign needs to be posted at front entrance, 11) Electrical room needs to be cleared out (fire hazard). 12) Dumpster needs to be adequately screened, as it stands less than one hundred feet from a low-density neighboring property on Ingalls Street 13) Steps that have been installed outside of north gate need to be modified to meet Code. 14) Correct address (4595 Harlan Street) must be posted on the Eldorado Club sign. The majority of the above-mentioned violations were in the process of being repaired, Javier Stone stated that he had already changed the location of the wedding reception that was to be held on the evening of June 11, 2005, He said that he would hold the reception at a Denver reception hall, at 2200 Alameda Avenue, During the inspection, some clients arrived to discuss an event that was to be held on June 12, 2005. Stone said that he did not think that he would hold either event over the weekend, since he had already moved equipment out of the club, Stone was granted permission to hold either event on the condition that he sign a waiver acknowledging full responsibility for any incidents that take place on the property, Stone signed the waver, and expressed gratitude that the City of Wheat Ridge was working to accommodate his needs, Stone agreed to hold no events, beyond the two for which he had been granted permission, until his contractor is licensed with the City, and all proper permits obtained, He said that his contractor would apply for the license and permits on Monday, June 13, 2005, City of Wheat Ridge Community Development Department Memorandum "~x WHE~r 1'/ '- " - '" u '" ('a( OR ~\lO TO: Building File FROM: Property Inspector Cindy Hagerman SUBJECT: Eldorado Club Inspection DATE: June 11, 2005 At 10:00 AM on Saturday, June 11,2005, Chief Building Official Chad Root, CCI Inspector Ray Spiker, and I arrived at the Eldorado Club Reception Hall, 4595 (AKA 4515) Harlan Street to inspect the premises for Health, Safety, and Fire violations, This inspection was a follow-up to a June 10,2005 meeting attended by Police Chief Dan Brennan, Commander Jack Chism, City Attorney Jerry Dahl, Eldorado Club owners Javier and Yamileh Stone, their attorney Manuel Martinez, Eldorado Club Manager Joe Pena, Security Guard Margaret Gomez, and me. General Contractor Ernie Cordova, (720) 296-2659, arrived for the inspection thirty minutes late, and Javier Stone, (720) 628-7994, arrived seventy-five minutes late, The following items still need to be corrected in order for the property to be deemed in compliance of Building and Fire Codes: 1) Exit signs on exterior gates need to be posted in order to meet egress requirements, 2) Interior exit sign on south door must be operable. 3) Handrail outside north gate must be installed, 4) Hole in floor on upper dance floor must be repaired, 5) Storage room needs to be cleared out (fire hazard), 6) Swimming pool under dance floor needs to be pumped out (mold issue), 7) Cooling tower must have sound barrier installed, (At the time of this inspection, the cooling tower had been disassembled.) 8) Panic hardware on front door needs to be installed. 9) Broken interior light fixtures need to be repaired. 10) Correct occupancy load sign needs to be posted at front entrance, 11) Electrical room needs to be cleared out (fire hazard), 12) Dumpster needs to be adequately screened, as it stands less than one hundred feet from a low-density neighboring property on Ingalls Street 13) Steps that have been installed outside of north gate need to be modified to meet Code. 14) Correct address (4595 Harlan Street) must be posted on the Eldorado Club sign, The majority of the above-mentioned violations were in the process of being repaired. Javier Stone stated that he had already changed the location of the wedding reception that was to be held on the evening of June 11,2005. He said that he would hold the reception at a Denverreception hall, at 2200 Alameda Avenue. During the inspection, some clients arrived to discuss an event that was to be held on June 12,2005, Stone said that he did not think that he would hold either event over the weekend, since he had already moved equipment out of the club. Stone was granted permission to hold either event on the condition that he sign a waiver acknowledging full responsibility for any incidents that take place on the property, Stone signed the waver, and expressed gratitude that the City of Wheat Ridge was working to accommodate his needs, Stone agreed to hold no events, beyond the two for which he had been granted permission, until his contractor is licensed with the City, and all proper permits obtained. He said that his contractor would apply for the license and permits on Monday, June 13,2005, Code Consultants International, Inc. 10390 Bradford Road, Suite 215 Littleton, CO 80127 Phone 303.973.7766 Fax 303.973,8015 www.code-consultants.com \ ,~ 2- INSPECTION REPORT \.>.l ~v\,.,,\~0 Jurisdiction:'.;2- \'\.\i'<; '<, '\'\.'. , Request Date: ((., \ \ - 0 S- Job Name: 'tJ \ '\)0 ("\:>~I:., Job Address: Lj 0:;-' .:;,-- ~\v\:> \-\'" 'I"\l:>~ \'0".)\\\ Permit #: b '^ (p. I ~ "6 s;- \ Requested By: ''''-' \,', V""'\: '1'" ,\ c,~ ( Contact Phone: Inspection For: t...., ,"- V \ \ ,:;, "u "\-c' 0 ~f-." (",,-\.\.A, f.:\, '" -I'\-u':';- , v....; \\.V\~,,,. Comments: ."0 E. .,.\-\, ~ o qJ '.:> \(.\ \'"'"\. ~ E. ,"",J.." ,^->' '" '-'--'. E:. ><: \-\ , " E",\-\' S\~n Q.\. \,,,.,...,:,. ~ f'-~\ <:.,.:....0. "'t:-"-~k",..... \, \4 \("H"- [~ ~t.:."l \ \.'~ ~~D '> i "':l '"'- iJ ce", ~ t, 'r- r::: t:".. ~).,'i~ , ol , '" '", c' \'::\ \. - ,,:) f;:h 'i,\y\.....:..\ \~"\ (., tJt, '-' r HIe I.... \ \'t'I'''1:.>.i> \\",""\~;,.,,S 'S~ c:....."" \-\(\ \1'-'" ~ z;:J CD ~''''''~'- \-\"I..l- 'ic'r- X'..JI' Mh \ \ "" ....,:; \)'?^'.... \::) ~\"'\c::.!i \j~~ IV\, (, n Co> \ \ Y.l.4. I; \C'r~ e "-\.1."",,,.,,1 ~,Jt \ ~ \'\..1.\''0'- ~~I\.\.. ~""'t \- <> 'If- \.\ ~ ~ n.... ':'l i0 \) \.J "'.... oJ .,) tl;; \ t) ~ \' \ ~-..O \ c; ... ",,\ W \. ',........ t\t....,... <..., .~ -r'\.{ 1i. ~ \ r.'~ c~ , ~ ~~\.;., ~ \".:..,...,.. '0 ""(',\~. !'C.\:n'i \:\t,-'V\."^,,,-- I HAVE THIS DAY INSPECTED THE WORK LISTED ABOVE AND HAVE RECORDED ANY CODE DISCREPANCIES I HAVE DISCOVERED. ALL LISTED CODE DISCREPANCIES MUST BE CORRECTED, REINSPECTED & APPROVED BY AN AUlliORlZED INSPECTOR BEFORE THE WORK IS COVERED UP. PURSUANT TO UBC SECTION 108.1 AND IBC SECTION 109.1, APPROVAL AS A RESULT OF AN INSPECTION SHALL NOT BE CONSTRUED TO BE AN APPROVAL OF A VIOLATION OF THE PROVISIONS o DE OR OF OTHER ORDINANCES OF THE JURISDICTION. , b'-I \-QS DATE SIGNATURE Approved? Yes No @ Describe Area: Time of Inspection: \ (; r~pm Partially Approved? Miles: Code Consultants International, Inc. 10390 Bradford Road, Suite 215 Littleton, CO 80127 "2. 0-\ <-_ Phone 303,973,7766 Fax 303,973,8015 www.code-consultants.com INSPECTION REPORT Jurisdiction: \....) \ov.. o-\-~', ~AIl-' Request Date: <0'", -c.S Job Name: fO. \ l'l<.:, '\ I) ~c. c.h, L> Permit #: \)'-1 (,., - \ :>,~>/ Requested By: \.." \v< ,....'" "\<"Xl k'" , Contact Phone: Job Address: Inspection For: .i+ .:,- , ~' ,~ (~'<'\"\)..... ".._1...: \'..",,\ \ "(.'\. ,,,-,- , C' '~~"'~' ',_ ( (J . - '-\ i........ ..... t\ \..!~.\_l \... \,'- YI' 1.\, Comments: ~ W ~~ 'tv w:p &"6.(.,= \, "" \~ "'" r~ 're, ~.; 'r <;;: ,. t ,,""\ IIiL ~ '.+ \ \ \.\.) '-t, L ~ \j \) i\~." h \.\<. '( ~ ,', \L,,,, \ '- -t.' <',:, ... ir ,.,) s " '0 ,\ \.H ~=",,,\ c"-"-~'i' "-,,---... -1,,\, '() \u~N- \ ~ \.........,\J,~\' ~ u.~\ \(>"''''-\-l \,,""V-- ~'~\''- ",J \ \ \ \c'_" '\) (j. , ~-, ' , .~~(,-"O#~. ~ \ .....' \\ I'\:!X~'T~ I HAVE THIS DAY INSPECTED TIffi WORK LISTED ABOVE AND HAVE RECORDED ANY CODE DISCREPANCIES I HAVE DISCOVERED. ALL LISTED CODE DISCREPANCIES MUST BE CORRECTED, REINSPECTED & APPROVED BY AN AUTIiORlZED INSPECTOR BEFORE TIffi WORK IS COVERED UP. PURSUANT TO UBC SECTION 108.1 AND mc SECTION 109.1, APPROVAL AS A RESULT OF AN INSPECTION SHALL NOT BE CONSTRUED TO BE AN APPROVAL OF A VIOLATION OF TIffi PROVISIONS OF CO OF OTIffiR ORDINANCES OF TIffi JURISDICTION. ~,.\\-,",S.~' DATE Approved? Yes No Time of Inspection: \() ~pm Partially Approved? ~ Describe Area: Miles: ~, \.:>ioo\,'.. \Z.'j' H~~ r5 ~ li'S~ t:?N k. EI./",..,..::/o o~ \-he.. C!I..b. -:r:Jerns The following is a list of items that shall be fixed to meet code: 1. All paths of egress must have panic hardware, 2, Out side court yard must have egress. 3, All thumb twist locks shall be removed from doors with panic hardware, 4, Dumpster shall be enclosed to meet code, 5. Cooling tower shall be baffled to reduce the noise transmitted into the residential neighborhoods so not create a public nUIsance, 6. Lack of steps on back gate onto parking lot. 7, Lack of proper egress. 8, Address shall be corrected on sign to reflect actual property and not POLAR REFRIGERATION CO as reflected by the Jefferson County Assessors data base. 9, Subject to field inspection, 1k ~W\ pbk. I i~J ;~ a. -Hctc1ed ~( i-k "t)t-.l \di~A-. :rF is nJ. J.t,~ J.kw hey^, ~M... aoW"-!, 7'1t<:1 will P'i t!L-:t:. bc(;,t~ f~ I~specl,,.,~ he.1~N~. .rr 'rIA" /tt-vc "1111 f"'esJICW;; '1PU C<I'\.. ~ +~ IML DN """'1 nOMe c~J/ ~'97d'S9t-t/'(I:Je..., ft,J. ~'" . (J~ .." ;0 en 0 0 z ):> ---1 r fT1 (Tl . . Z ....a. " ---1 ;0 ~ )> .. .. z II ~ () .. (Tl I 0 .. .. 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'I;~ ~ ~V ~ > ~ ~ f".,~'3? ~o-~ ~ <E: ~~ ~ ~ -- ~ ff5 ~ ~ -;;..(-.~ '" --0 I )> Z 1-- T "._J , ~ ~ ~ ~ ~ ~ ~ 1 , ~ ~ ~r ~ r ~ ~ I\) o < o r -I rrl r rrl () . =@: II ~ ~ ~~~ ~ ~ ~ J ;0 rrl () (Tl -u -I . (~ (j) (J) (J) ;0 CJ PROJECJ, P HEN 0 MEN 0 N , , I ." I .....n rr1 ..... )> rrI r ", "'-)> < ~ ~ -.a. rrI 0 ", ~r I ", -I 0 ~ .'" (J) . - 0 ::0 II 0 I\J Z -I OJ Wh eatridge, C ." 0 -0 ~ z I -I .. (J) . --A r r I . . 0 )> ", 0 0 \'- z . ..,< WHffH RIDGE FIRE PRDlEClIOn OISlRlCT FIRE HAZARD SURVEY ( STAEET ADORE;:'S ~~ BUSINESS OR BUILDING NAME (DBA) -,h SUITE <S;:? MAP c::>o / HOME PHONE /7!1/". ~ <,"C"7 FIRE CODE VIOLATIONS OCCUPAN 2~ .f., fr1<2<C.<7# U OCCUPANCY DESCRIPTION LOCATION OF VIOLATION AND ADDITIONAL COMMENTS- j-,J h...r h~ .-c I. ( ~ ,.,..;'~ ~ ~r,.,,/ , / n. v"../ ~ , , ,. a7 ,-,--- .J e..... . nC"5. ~ An Inspection has been made of these premises to determine If any violations of the fire code exist. If violations have been found, this shall serve es your official notice, and the Inspector(s) shall explain esch violation full. All VIOLATIONS MUST BE CORRECTED. A ra-Inspectlon of the premises will be made at a future date to verify the required corrections. Failure to correct the violations shall cause the owner or responsible party of the property to be III possible violation of state statutes, city or county ordinances, or special district regulations, whichever are applicable. Should you need assistance with matters regarding this Inspection, please contact the Wheat Ridge Fire Protection District Fire Prevention Office at 424.7323. I have read and acknowledge the conditions of this notice. \. ER, OR RESPONSIBLE PARTY REVIEWED BY FIRE CHIEF REVIEWED BY DISTRICT MANAGER DAYS. RE.INSPECTION WILL BE MADE IN PAGE OF ~J' H~~ rs .::;?. \i'S ~ C?N ~ c/~ado o~ \--he.. (!I..b, -:r:krnS The following is a list of items that shall be fixed to meet code: 1. All paths of egress must have panic hardware. 2. Out side court yard must have egress. 3. All thumb twist locks shall be removed from doors with panic hardware. 4. Dumpster shall be enclosed to meet code. 5. Cooling tower shall be baffled to reduce the noise transmitted into the residential neighborhoods so not create a public nUisance. 6. Lack of steps on back gate onto parking lot. 7. Lack of proper egress. 8. Address shall be corrected on sign to reflect actual property and not POLAR REFRIGERATION CO as reflected by the Jefferson County Assessors data base. 9. Subject to field inspection. Ik Ci'~ pbk I iS~ ;~ a.-H~~e.d ~( .{.k ~Cl-l \ch V\.'k' ;J:f is no/. J-hd(; J...~ )".y^, f.h~M..... dol.Jk.{, tth~1 wilt r-i tJt!-:J:. be.~{'G ;.h< JM$pecJpAJ h-e.1~N6. .r{ '{"IA.. /;-,aIlC ~"''f re'SJ/~ rpu C~""- ~ +~ ~ ON WIt hOMe C~!/ ~'97d'S'ft-t/9!:JZ-, ft~. j6VL . (3~ WHffH filDGf f-lfif PRDlfCI10n D1S1fiICT FIRE HAZARD SURVEY <S:? MAP c:>o /' SUITE HOME PHONE /l-'1 <2 L:<7,..} V<b ~ <'O~ FIRE CODE VIOLATIONS LOCATION OF VIOLATION AND ADDITIONAL COMMENTS- --- -.s-h""r ~ ;(' f J'.'z1,./ --- '" ,n-e/ , / J-, b'/' ,..,/ .-../ ~ ,'{ , , a7 .f. '" ~"i:'J/ Je... n <'"~, .-.- , An Inspection has been made of these premises to determine If any violations of the fire code exist. If violations have been found, this shall serve es your olllclal notice, and theinspector(s) shall explain each vlolallon full. ALL VIOLATIONS MUST BE CORRECTED. A r..lnspectlon of the premises will be made at a future date to verify the required corrections. Failure to correct the violations shall cause the owner or rasponslble party of the property to ba In possible vlolallon of state stalutes, city or counly ordinances, or special dlslrlcl regulations, whichever are applicable. Should you need assistance with matters regarding this Inspection, please eontact the Wheat Ridge Fire Protection District Fire Prevenllon Office at 424-7323. I have read and acknowledge the conditions of this notice. RE.INSPECTION WILL BE MADE IN OATE~ DAn / /'# ~~7/ Eft, OR RESPONSIBLE 'ARTY REVIEWED BY FIRE CHIEF REVIEWED BY DISTRICT MANAGER 'AGE STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK AT: v~/.5 ~,~-. J;;,.~T (LOCA TION) By order of the Wheat Ridge Fire Protection District for the following reasons: ). y';tJ Ia r;;~<>tV.-J u.......cl't!"J/ 7J:t!' .?~J :r;. -Pr...~Vr_ . /' ,;0"'<" ("'"Me. ./ L/1'J /../r-I/..I.s: CA ~~Y' ~e c: f.. r C'O.3 n /,;.....- -a //~v / . .a~ N...{;:;y (;"../.. /: ~o r.. I '...J~ (.,~.. L -' t~ ..j ll' r-;. ..z;. C'~(O_ - /d;,~ % k -4,6A)17?t/ A; p- aA 'c r- ~.r:;~ ~;-.~/T7lry" ...z:.f~c ~,..Jf, DATE: ,- TIME: / Ydc::J This notice can only be removed by the Whe t Ridge Fire Protection District. \,. ~F'~r? V Fire Chie Fire Marshal WHITE - PROPERTY YELLOW - FIRE DISTRICT PINK - CITY/TOWN 5.1"'.1), fi- --'. Ie:.. (.y.? --- 4'-~-(" "" '. ---- WHEAT RIDGE FIRE PROTECTION DISTRICT NOTICE OF VIOLATION OF THE UNIFORM FIRE CODE (U.F.C.) DATE: TIME: / V" ~ - ,,,.-?, -,,/:'...J: / Y"-3 ,/J OWNER/OCCUPANT: ADDRESS: DOING BUSINESS AS: fi L ".a?~ .~/., /r( rh. vol ~~" //J :7"..5/..5 ~L c:' /<=.: h. \;1;.- _/ ~~,h The following hazardous conditions or violations of the lJRltQrl'R Fire Oede were observed: ~~e/ I"" ?/..',J /c, .7;/7.-' " j ~ I. 1,"/ ~~__ /P hY'- ,d,?! Z- '" 1/ (".:r.;;1; ,;:9 .J,-rrJ s;., ...J L 3. /4/1 Px,'-5' ~..:j ~T /hC You are hereby notified to make the fOllo~9 cMhges: '/{; /t2rJr, c' ::r d? r ;:::; ;.. e' h>p / H/I,op" / rJ;,I..-<J ~ / :T- r-,.,;_ PI I"',..,~lr~ /-. ''''('' ~~I r,;,~/ ".;V" ~AhrK.""/~. ,/ ~x.'i .V"'?___ __"~-<" .AT -4-- =_, ~'" "h"}/ /7'''-/'.A,/~ t" /<-Y/ X": ... /1" /' 5,-< .br.. / r;;:.c/ ?4h~ a-.J ;;::;;..... ~"'/qIY.J . ~ /'94~,........ 6p ;-::;,<:?' /9''';. C/ Correction of these conditions listed above shall be completed by: C?C<'" "")I?,-"".... t:: V. # / Failure to correct these listed con 'tlons may result In the issuance of a summons for violations of the Uniform Fire Code. Issued by: ,/ Fire Marshalls, Deputies, and Designees are duly authorized designees of the Department Chief and the Directors of the Wheat Ridge Fire Protection District. Reinspected by: Date: Further action taken: WRFD REV12SJ1 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at '157 (. /&/0-. I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: /) 5/~r> "'/ &'5ed. </}~"'- ~ h .be. / ,redo.OR -1l7'w 71i )'?,Je. iJ-',j-J, /".~ ,-",/ e- . crh,-,-- Yo$ ,Ji~:,.., r,~ 2;) La.v<Jo~,/ ,in k-;; 1(') /1/71. - 3't" """K' -;;.}, </u"y ht/r,1....,,,..-< ..""? c1~ .h'..7!<:. la /c~'- '/tp:-L /,..,..-l J/7N/aft' tor.... fh-",:- )/A. < - h ,:,.Ie ),"''''~/;C7 rn,'r....-<>r ",,-f- J/tJ f/ av.~ cIlo"'~ ~~v .,b lid),;;,." j,) Or"" bJ,J;?'- .,b; vr:- O~r I> c-..A. ~A 1>1....-.. k.- }'" .parod A- ' r You are hereby notified to correct the foregoing violations. , LWhen corrections have been made, call for inspection. I I ;f--Of:- -fa r" /cF' #--1- 15 &t?fP/cl-e , ' Date ~ 0 DO NOT REMOVE Inspeclor lor Building Dept. FORM WR6-22 o SPRINKLER SYSTEM PRESSURE TEST o FIRE MAIN PRESSURE TEST o HOOD & DUCT SUPPRESSION SYSTEM TEST ~ FIRE ALARM SYSTEM ACCEPTANCE TEST o OTHER LOCATION: C-l......{" fhe..Jn....."'I..JfJV\ - L/5I5- ./I-...fp.., DATE: ---Y-3 - C) I REQUESTED BY: (yv,:,,,,~.J CONDUCTED BY: ~v-<.-IJ."batdr SYSTEM PASSED J( FAILED 0 COMMENTS: ..s"1(~_(laJuf"f:...k" <I- f~};'; ~Y<..Jt~~ ~-, SIGNED: ~J~~ "15"(5" ,M.-/4?? '- - Cf.-.vUc P t" e..M/...4. (;lJOU I....J- 6- - r. 1--0/ Grinnell Fire Protection >, Systems 6240 Smith Road Denver, Co. 80207 303--355.{)5(J() Fax 303--35!HJ615 LETTER OF CERTIFICATION The fire delBction system at, has been installed with the approved plans and tested in accordance with the manufactureS specifications. This detection system complies with NATIONAL FIRE PROTECTION UFE SAFETY CODE. THIS DOCUMENT INITIATES THE 12 MONTH WARRANTY OF THE EQUIPMENT Grinnell Fire Protection Systems h,.~ T""""""" m Date: 3-c7Y-ol Attendees: Date: I."'''''6w.{~~''-' T.1t.c/I. Electrical ~4-- Signature Date: J b.r;/;t wh~r1dt h;z& !:t)UJ..:a~I-;,c.f Fire Authon , :1bD~/~ Signature - Dale: <.(-3-0/ Company Owner: Address Contact Person: Phone # I DERARTMENT F PLANNING AND DEVELOPMENT \ BUILDING I SPECTION LINE - 303-234-5933 C TYIOF WHEAT RIDGE 75 0 WEST 29TH AVENUE WHEAT RI GE~ CO 80215 - (303-235-2855) I ., ... f Building Permit Number: 11878 Date: 3/12/2001 Property ow~er : Property ddr~ss: 4515 HARLAN ST Contractor Lice se No. : 20911 C mpny : CHRISM. ROMERO OWNER/CONTRACTOR SI NAirURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbac distJnces proposed by this permit application are accurate, and do not violate applicable 0 inanbes, rules or regulations of the City of Wheat Ridge or covenants, easements or restri ions! of record; that all measurements shown, and allegations made are accurate; that I have ead ~nd agree to abide by all conditions printed on this application, and that I assume II re~ponsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other ap Beablr Wheat Ridge o~ fO~.W.Ork under this permit. (OWNER)(CONTRACTOR) 51 N"~ - ~ DATE*~/ ! , Phone: 3034567453 Phone: 720-363-8853 Total: $3,500,00 $97.25 $0.00 $52.50 $149.75 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description : Cove ing ,wimming pool ! BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: Approval: Occupancy: \Walls: i Roof:, Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was Issued i accorktance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin Codeiof Wheat Rid~e. Colorado or any other applicable ordinances of the City. This permit shall expire I (A) the wor1< authorIZed is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period f 120 ~ay's. If this permit expires, a n peljl'TlIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifi tion$ and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fu fee~hall be paid for a new pennll . No work of any manner hall done that will change the natural flow of water causing a drainage problem. Contractor shall notify th Buil Ing Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before proceediing with succes ive pl1ases of the job. The issuance~f a . I or th ,ap val of drawings and specifications shall not be construed to be a permit for, nor an epproval of, any violation of the provisions of the buildl s . inance, law, rule or regulation. ~ ! (1) (2) (3) Chief Building In DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 /; CITY OF WHEAT RIDGE Date: .3 /;L~ I 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\O~ Property Owner : ~'1\ ,'G D _ V'v\. \ p., PropertyAddress: ,-\5 \S f-'1A\--\,.." ~-\ Phone:3c3,-\SI..'1,\S3 Contractor License No.: ;)... 9"" I \ Company: Phone:'1~b cb3'ij\3S'3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge Ord~ for work under this permit. (OWNER)(CONTRACTOR) SIGNE~ . ^ 'y\-.,~ -. DATE ::>;,t,/. I D . t' C CJ. W I',,^"'I~' DO" l AV'eA escnp Ion : ~ v (!.. r ~ " ,- Z(i"1fi"__fti. wi.tii1~ Approval: Zoning: ~_~ifm.I!e Approval: !r,1!~1~lnln!!i! Approval: Occupancy: Walls: Electrical License No : Company: Expiration Date: Approval: Construction Value: ~, S 0/).06 Permit Fee: Use Tax: Total: Use: ,RJMEtllrYSE ONLY .,~ ", / \, ,.- ""_ ".,v'"., f', .._"." '. f'l/:! '" ,', ' .\..., '~'iI'D\ f1i - ". .... .,-'- I' "",::('H .)L i SIC: Sq, Ft : , { Residential Units: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and 8uildin~ Code of Wheat Ridge, Colorado or any other al'plicable ordinances of the City. This permit shall expire If (Al the work authorized is not commenced within Sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with s -. sive phases of the job. The Issuance er It.~,~~val of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the "",Id'ng es, r .7TF,~'e or reg"'.'lon, Chief Building Inspector (1) (2) (3) (4) (5) (6) "- l') ---- ~l " ~ <-.. ~ 8, I;: 'x. ~ '" I \j \l <;;: IJ '" ~ "::t- .- . . ~ ~< " C>C-~ ...~ j) ? t..r~ ~ ~,~~ .......~...... I i I , I ~ I' ! (S'- ~ ~JtLI ~~..... J : ~ ! , 'i: <i .... -..!: "- ~.:;.I I I , I ! / ~~ ~ l:: ~ ~~t ~ ~~ ~ ~ ~ ~ ~ .~ ~ II S .'-1 (: V 'VI, "(r 'I. ~ IX I... r.J ~ -.. . )I '1 d :t- ~ .~ ':: L ~ :::: L~~~ 't"',..". . ...~"". 'l!: . , ,c:;.... <J.) G.:J ... ov ~ ::t......, S :!l- V> .-M ~ t-~ x ,p :J U - - .!:l . .!!!t;;~~ t'd ~' VlVlCOM .".---- ./ BURY BASE SALISBURY BASE SALISBURY 20 SALISBURY 26 ~I ::J ~I 01 318 Forest Green ~ INDOOR AIR aUAUTY CARPET ' TESTING PROGRAM ~. """_--.~ -"i!':,,,;,,,..::.,.--.u Lift Swatch for Specificatiol I I t: 1 <l.l <l.l ..------t~~1 +,'..;.......-~Z,.;-. . .~~ ".~,~, .,.... ,.V 0>1 "'R-.~~'-:.-.. ~ t-~ x J: 01 ::3 u = .t:l....N CO .~ ~:- - I Vl 0,JX>, I""'l I SBURY 20 Style ConstrUction Yarn Type Dye Method Gauge PlleWelgh,(Tufted) Stitches Per Inch A....eragePiIeHeight Density factOr Weight Density Primary Backing Secondary Backing Width Total Weight I Sq. Yard Panem Repeat Static Propensity Flammability NBS Smoke Density WearWarrarWf FHA I HUD Certifie<! Salisbury Base Level Loop 100% BCF Olein Soiution Dyed liB (11.50/10 an) Base 9 (15A11I0an) ,IBO (4.57 mm) 2800 19,200 Woven Polypropylene Woven Polypropylene IT (3.66m) N/A NIA Less Than 2.1 KV Closs II Less Than 450 5 Year Umited WarranT:( NlA 318 Forest Green (Avai/able /2' & IS; Salisbury 20 Level loop 100% BCF Olein Solution Dyed 1/10 (19.17110 em) 200z (679 glm') 11.5 (45.28110 em) ,110 (1.10 mm) 5518 110,760 Woven Polypropylene Woven Polypropylene 12' & IS' (3.66 m x 4.57 m) 51.5 oz (1,7411glm') NIA Less Than 2.1 KV Closs II Less Than 450 10 Year Umited Warrant{ Type I & II, Class I (FHAIHUD Certified) Salisbury 26 level Loop 100% BCF Olein Solution Dyed 1/10 (19.17110 em) 26 oz (882 glm') 12 (47,24110 an) ,160 (4.00 mm) 5.850 151100 Woven Polypropylene Woven Polypropylene 12' & IS' (3.66mx4.57 m) 59,5 oz (2,0 i 9 glm') NIA Less Than 2.1 KV Closs II Less Than 450 10 Year Umited Warranr~f Typel&II,CIass I &2 Uft Swatch for Specificati, .,;- ;...",..,.,,~- ,'>' .~ ''''$; >~i <iJ) ~ "'r.... _ V> -00>- \I) N,!::!,...., ... t-Vl x 0 :J ~ u... ~ ~~ ex:> ';;j ~-- fn (n m M - Basis Of Specifications . Specifications are based on averages from normal manufactUring tolerances. Such variations do not affect product perfonnance. . Protective chair pads are recommended under office chairs with roller casters to preserve appearance, to deter delamination, and to avoid premature wear. . Colors are subject to dye lot variations. . Backings or other materials may be changed without prior notice when shortages occur or when technological advancements provide improved product performance. . This product is intended solely for use as an indoor floor covering and is not recommended or sold for any other purpose. . All seams must be sealed with an appropriate seam sealer to prevent edge fray, yam raveling, delamination and general deterioration at seams. . No claims will be accepted for carpet insolled in any fashion other than as prescribed in the accepted industry SCiIldard of Installation of Floor Covering Materials, CRl Bulletin 104. " ~I ::J ~I 01 ,- DAN R. POTTS, P.E. ~ STRUCTURAL ENGINEER & CONSULTING 950 WADSWORTH BLVD., STE202,LAKEWOOD, CO 80215-6042 1303~233~0026 FAX 303~233-1022 " F!a;R. a;~EIi..j::fj/l18"'~ -: u-i'~ifS/S1-~ ~l:iEJT Job Nam. /N.&,oLWi?-~.,'Addi"ess--tmJE;qr~I/&l!f~'C"1'Oi-! , Date 3flol CakulatedBy - ~- ~ c. Checked By n - --'~ -- Page-I /5 . '2-;!._;..,1f ,,! !~ ~ ~ _H ." .n....._._ n' ,! I/~ q, ! I, I , ' 1/" q , n - ~~~~=--:- I , ; , ,cA-ci : r-f-T#':.:b+ i I~~ :~- . l Fi~~~Vd_ L~j~kl kR~' ~;~) LL j--~ .~~lL:J,Li i! i~ I I t._~_LJ-1 I I I I I, I tl__~' : I , ! I 4eOi' ,~I--' I I' -I I' I + I~ -~~I-~T-_n_-; " I'\. I' I' ~'I,[ i i I i ~-! ! i I 1/ , "~r- " -:- ..1........-__~ __ _ __1-_ ~_"'- __ .:r I r I, I 1J:\., L----L- I Jt'!-+--~~T+~c-~\ :~l, Ti1~i--+-Fit-+-t+t- -i! :~i--~ +ai~ i~J~ :~,! i~; ,~ ~ ~LI1- '~ , 17~o~~~~T' I~ ' , r ~ \J', I I I I i I .,'1 ~I , j /JHI:-~) - / ' - -----~i~ .-~-. ... I I ~ ~11 - ~ ...,1 ,---nltT~ 0 '\l ; M ~ : l! i --lL-i r. i._ ... -' I .~ " '-T-i-!-i-T I IJ n' L ! I ,I, r +- fr .~ ~ ' ,I I l( 'il, 'Iii I :.~ If--T-~: : ~ 1!dJ I A fl ! ~ I I T r I ~"" ~ .__;-_~.. -. ~~~.' _~_: -i ; ~I(\ I i" I ! L 1. ; l1' I ! I i I .....L I ~ . ,', I '- ~I " I I I, '~IT flrt. I I i I I -. f--- _'-~ _. ~J._~..L_L _ .I~, J' ~ '"" N1' i ! ' i I ~I' i I I I i I V -DW i J !_ _! I i ~ --- --- I - iT IV) '11 I I I.. 171 i I r I : 1- I N . ~., '~'_~_i:.3_ LL ~ i I .1 ! l i. I. .-V I !J ~. .,~~_' Ii!. I ' '&'?<:> 1 _", .'.' ' Ii I' ,II',' i Ii i "I ~1! ! I ~ : I, " ill I I !_" I .... "'i: ,:,,,2,L :: ,I' I A.--' I', II -1-..L ,!y -~ -~ ,~~\~~I-t i Iii ii i 'f-r-I-ntl.i .~ - ;,' \._~ --!~\ 1 I..LL_ I 1/ ~ I i I I I I t' I I I ! I Tf~~~~>V4~ )(f:,~~-~~rT I TIll ZOO"'i ' _LLL.l:" ~~c~~ I ti, I It_L-Ll--.1 I, _'. i I I ! T7f1~~~ I I . -,/~~d'~~..1M)/ti,c~~-.-ts".~. I i I I IlL I I! 4F *"__. .l '-1 I I I I I I I I I I I I I I ' .tl! I - ~ -L I fPL4!./4- ~.~ ~ -~L ~Tv ~~ ~I ., -, :- i I.~-. I I I I I i I r=f"'1 I I I I I I I I I I I ,DAN R. POTTS, P.E. . STRUCTURAL ENGINEER & CONSULTING 950 WADSWORTH BLVD., STE202. I.AI<EWODD, CO 80215-6042. 303-233-0026 FAX 303.233-1022 ,I ~~.. . .... ',' ,- Id"~~' .- ~SISfl1"'f/Zi.AA../ "",""..:rr .. , ~c- ~e;:l:%. , " " """""a=1 Job Name 1"-~171iaoL.. ." Address-j;ljff~1 ..6- OO~.V'" ..... .,. / ' . -Date'7f/~calculatedBy ..CheckedBy." .,.. .'.. ,. age~/5 , , ' ._~___.L_--!...__1......____~__ i 1.--- i-- -i-- .j----. _.--"-~T . '~--:--I-r- ~ - - --- ~- --- -- -- -- -- -I ~- u - - - -(I ,- -1- -I - - r -Ii _U ,'_~"I _ I, L___L___ ,-,~YI..~~.J.4L~.e5-.-~~-,---2#-O-- ___--C... .l~1 i_ LJ._LJ_ _!_.l.._~ I ~ /l.JJ~-'7P-+- L ~ ~ _~ -t-L+-I i i I : _~_.L..l_.L I I _L___L_.______ ~._L,_: I : '. .'.' Ii; , i ----T-:' I I : I I l_++J,+_~.uLJ-+-i.~TITT.t-1 ! ! 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STRUCTURAL ENGINEER & CONSUL TlNG " :; .:; : I . 950 WADSWORTH BLVD., STE 202, LAKEWOOD, CO 80215-6042 .. ~.J;;:-~;~ir.FJ\X303~~~ Job Nairie'7JD=G'20ij).l'? ~ ,- Address ~8P6i!F,Ct/ / Date-7'0 - Calculated'By u. , Checked By ..., ...." '. Page B,/-t.-. - . i ----'-~.-r ,j.__ Ju.. i I .-------.-.----.- --, - --'--- I ; I , /ltTi1;-s: _ u, /_ ,. .. 'T'T--~I' I(b----~..{ff:.:~!f.1~~g:-;i-.,' '....'.__L~;;, ~c;o.'C."i':l--r--- r-'. f I ___J ~ I --..----" , , i-= ! .~I1- I I I r------!-~'--l -TT -1-'" '~ I 1 , I I I --L~___. ! ,__L______ : I ! ! I I ' I '1 ~ ' : !U~~,cd'_ - - -- --J?'ti:!-Olfo.SiY-#-dJ;J!. I !' 1(7" RR. I l~'. f~t ;;1 t~JJ :~! -r +~ - c. I ,d.J.a;:KtY'_i ,j.D2. i I ! !! -_....L.-'---'--i:_,-L , I I ! Iii I I, I I 1 " I I _'-__~_L-l_----'--_.c..- I I_LllJ L, -I I,~, ,J.~~, ;~l).L--L" '--'-,- I I '. r; I . I I , . " ! , i I ,I I.,.' I ~~ . . ''')L_L_~_,_ I I I I I I I i Iii! !. 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POTTS,P.E. .STRUCTURAL ENGINEER & CONSULTING 950 WADSWORTH BLVD., STE 202, LAKEWOOD, CO 80215-6042 303-233-0026 FAX..303c233-1022 ,. ,haO,e;C~Sz..~ le,,;z5 45754~~ J6bNam~~;<:;':Ph/jMO~~ . . Address 1'UY5fr~cz) Date ,E.~) ."Galculated By . . Checked By .u..... .-Page. I I 42 4z 5!-', , '-I ,. . f~L- i~ ..--;-..- I ! ?"', I~ -.---T i~"(i1li*r. I , I :~ ~-+ .L~_ --.--~-~~-~J-:- iI-T-TTi .'--.~IT- I I i. -(+ , ~... . 'I I . l' -z:-i" i I. I I. +tftf ~.5 ' +iIl..iTt+f I _I~L~ I ~_L !~~~'. I LJ.. 1 I 1.1 ill _L.l.l_l_ ! _L I ,I I I I'" I .l-.!. ..!-. __I .'--_L.L_-.L.'- -+-, ~L_WMV~L/~ Hili i ill i ~l.n! _t=l=\==lk=Jllk_~JzjJ~ I 1 ' 1 I' I ..bi,..yfQ='~' ~ I I I Ill: 1~^'Y...q, ,!i -TT---r-r T -~ ~' L' I I ' . ' 1-,""" '-, I i I' " ~ ' ,'..-r .L_r++J.- ----T- I .I_....L _ z-:b -LJj/JlD.U'Z.." ._'-_. --,--1 -" : Iii' . I ! I ' , I i I . -r , , ' .-Ir-". 1 7-.--------- ...- ,. - ..,- ~.L_. -- --. I Iii 11 '~i 1'1 I-rt+.; ~TT'i i ' , !, ! I I , ! 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Potts, P.E, on: 02-23-200 I : 5:03:05 PM Proiect: PaoIFlr - Location: 4515 Harlan Street Wheat Ridge CO '-;iil11tl1;'fV: A36 WI2xl4 x 24.0 FT Section Adequate Bv: 3.3% Controlling Factor: Moment of Inertia Deflections: . Dead Load: Live Load: Total Load: Reactions lEach End): Live Load: Dead Load: Tot al Load: Bearing Length Required (Beam on I:', Support capacity not checked): Beam Data: Soan: Unbraced Leot!thMToD of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor Loadint!: Floor Live Load-Side One: Floor Dead Load-Side One: Tributarv Width-Side One: Floor Live Load~Side Two: Floor Dead Load-Side Two: Tributarv Width-Side Two: Wall Load: Beam Loadiot!: Beam Total Live Load: Beam Self Weioht: Beam Total Dead Load: Total Maximum Load: Properties for: W 12x 14/ A3 6 Yield Stress: Modulus of Elasticitv: Death: - Web Thickness: Flanoe Width: Flanoe Thickness: Distance to Web Toe of Fillet: Moment of Inertia About X-X Axis: Section Modulus About X-X Axis: Radius of Gvration of Comoression Flanl!c + 1/3 of Web: Design Prooerties OCf AISC Steel Construction Manual: Flaopc Bucklin!! Ratio: Allowable Flanoe Buckling Ratio: Web Bucklino Ratio: Allowable Web Bueklino Ratio: Controllino Unbraced Lenrth: Limitino Unbraeed Lenoth for Fb=.66'Fv: Allowable Bendinl! Stress: - Web Heil!ht to Thickness Ratio: Limitinl! Web Heil!ht to Thickness Ratio for Fv=.4*Fv: Allowable Shear Stress: . Design Reauirements Comoarison: Nominal Moment Strength: Controllinl! Moment: Nominal Shear Strength: Maximum Shear: Moment of Inertia: DLD= LLD~ TLD~ LL,Rxn~ DL-Rxn~ TL-Rxn~ BL= L= Lu~ U U LLl~ DLl~ TWI= LL2= DL2= TW2~ WALL= wL~ BSW~ wD= wT= Fv= E= d= tw= bf~ tf~ k~ Ix= Sx= rt= FBR~ AFBR= WBR~ AWBR~ Lb= Le= Fb~ h/tw= h/tw-Limit= Fv~ Mr~ M~ Vr= V= Irea= 1= , ~""':-.-;~. ,';,,-;. 0.13 0.58 0.71 2400 528 2928 069 24.0 0,0 480 360 100 15 1.0 100 15 1.0 o 200 14 44 244 36 29000 11.91 0,20 3.97 0.22 0.69 88.6 14.9 0.93 8.82 10.83 59.55 106.67 0.0 3.472 23.76 57.3 63.3 14.4 29502 17568 34301 2928 86 89 IN IN ~ U496 IN = U406 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF KSI KSI IN IN IN IN IN IN4 IN3 IN FT FT KSI KSI FT,LB FT-LB LB LB IN4 IN4 DAN RPOTTS, P.E. ' STRUCTURAL ENGINEER & CONSULTING 950 WADSWORTH BLVD., STE 202,LAKEWOOD, CO 80215-6042 303-233-0026 FAX 303-233-1022 , FlCoR. ~.,jee..Ft>k7g,,~ '4S15'-~ ~EET: , Job Na~f IN-(7,1!'OVtll7 -:.R:a..-'Address' -, /N#EiJ4T/!?I~ CO~'- Date 3/1 VOl Calculated By " " Checked By '--" d Page / /. ,- . _ "2~ .1'_" , 1 ...,__ _ _._____ _ ...____ ,//.,.q, 1",,' 11-9 . · k_nl~-:-~~T/-"~ :...~, , " , ~ ~ " · .l-A ...~~~~..r:7 :iLj-~r;1! T~Ti:~f7' F, l L"-I:':.--r--' i.t2~, '-~~,ki~ 15..~, ",~ '-., .-+-.._.._L7.-.~---,-..---,L=---- .L~ ll..~ iL iL-.-.---i__~__~L~L L___,'__'_L_L i i L_.L, _l~__ ..-L t,_ .- t T._t-...L~L~;. ---T!I : : }~ ; ., i Ii i -: ! " b /\ ~ ,-Hi J.-- ~_.L.'-----'----L-__'--_.L_:""'''''~'' 1 ) " _ "I ~. ~~...:..._-,--_._..., IX '..~--I--, ,. + t + ++-+i- +~ ...L i:: ;'TH.. IT+~~-.~+_.r-rJtL++. ~~-- ~'~ ~ U Ii n I . 111 I' ..Ll.Ji~'1 i '11 I * 1 1- !+- J ~ i' . 'I ~~..I ~I.I I". ,I 'I-I' ill. 'J/ - T 1 i ,~ J/~l'o~~~.~.1 "l .J I _I ~I." .,~~ i'?1i~- _' / r ~ iT, __ J.. j_.LT~T5 --r ., i i ~I ~, . Ii! l.-=' - JHt3)1 ~,lg.! i I ~ ~. ~ iT +.ttT~ Oc-+-l..~~, ; i ~ '~I .~J ,_'IT';''~''''' - I _~ ~ , I I !1 1 ~..... 1 l I '..l ,W 1 I' 11 ~ i v L _L_ _~_L-,-~J I. _I ! ~ 1 lA II ~ ~ I l_ . L- \J' 1 T'.I"'. ," ,..---"...j " i' ' _m' ' I"Z~-"" L-t _--'-I I i I I · .~--,---..l 11 i L-L-----t--L I ~ i I I I VI ,[ i'l '.1 I'! ; 1_"/: IT,." ,I. : _ I '1 ~ 11O)J?! ! . 'lJ 1 16J '! IA ff I ~ I, r II J I I I -it I ,\AYI I Ii ~ (\ (~l_ ~~L L..L! 1 LL.1 ' 1 t- _l..._-Li - '~ r)j!/ ! . '[ "!I~! I liT i ! i i (l ! I I ! 1 j-. ~ ;-.--" -- i-I! ~I-:--: II i Ifi1'j i /: II ! I! ! ..... !-I \J J ~. . I. .."tJ I TT l"'~ i...' ! ~I'" i 1 : ',.: /- m, '1, -11-- --c-r- ~ ---A f-- 1--'- @-" I -~-." , ~ ' , 1 ' I ' V' I I' 1 ' !' i' l '".. .. 1 ,': I I.), i ,: I' ,I . ' ; -., r : I ' ct;dlr..t<:l'Ji \1.... f-.- -,' T;-- . Ii I-'j'-r, "'1 " I - i 'I " . V I 1 - I." I ~~~,,'\W\\\~.~~ I.c..__f-_LL i 11.,.. I'... / I .! :_]. -+--+ . r: 1\_ : ' .~' -~ - ~l;'.'~i ;- [I i i ii-ihi: I i 1 Ii d;3..-~) · : ..~ I. 1 I II I II I I Y 1.1 i _l.......LL Jl.....L I ! i -T I I/favwftP"'.{"'14 !' ,~?~-O~~ I I Ii! ! i ! I'z-I<r .'C'f . !1 J... ~.I-.rS r ~ct~ I~_U_ L-U1 LJ..J..,LL--L..I I [ !. I .-'... T I I ! ?17~~TI i i .I-I/~~d"~~.~NSI..?# ~~*' :+St~ .1.! i J I 1 1... I I I LL~ I i I 'iF ff'~ 1.1 ! I I ! I I I I !! I! I i I i I I T I i ~/,r .. .J... ! 1t'Z. .If, / ~ fllr/-~, iI. II/.., '~..L I ~I' rA~J . I ,,'. ~ ~- . ,~, rt . === ~~ == I I :~Ipa:'11 I 1 II I I I I I I I I I I ! ! I j m l( ,~ ~ .." .. iii. - DAN R. POTTS, P.E. STRUCTURAL ENGINEER &CONSULTlNG 950 WADSWORTH BLVD., STE202, l.AKEWOOD, CO 80215-6042. 303-233,0026 " FAX303.233,-1O~3~_'Lj " ~Coki.eJ::t:;e. /r?,,,~J .' 'r-' if5/S ~ ~-[' -. Job Name 1;Y-~I7I&)/:_....'- ,-- Address'.@'~/ ,e.-oo~;C-&''---;--1 - Date'7f/tY Calculated By - - - -.' -Checked By. -- L_ '~H ---- age'.. . "2/5 ' , '-T-"'-i- , ___L.___L.___. , -- -- -. -.--~--i--.-- I I , ,.-..--....,..-" - '~I; , i , ! -------..,--,.-. , , I ~______.~.-----l..-__._ i I -- -~T-..--~~i-.-' ------1----- ~_ :..-__._L_____!____-.:.~______+- ___ ..LI I.~ , i . I I -----r : I DAN R. POTTS, P.E. STRUCTURAL ENGINEER & CONSULTING. 950WADSWORTH BLVD., STE 202, LAKEWOOD, CO 80215-6042 303-233-0026 FAX 303-233-1022 , ~1f;1Je /t,,"L~ .. ~5n~T! , Tob Nairie~20ijN',7 ~',. Address ~8t?6e'~CO-:---T',', Date' YI . Calculated 'By. Checked By .. ,. , . Page ~/~_n._ ---.._,.__...~_._- , , , ~ , I i . .L I I Ic-~ /. I IX' II 1 I I , I I I I , ' , . . , ~'"--I~' I i t'. ,tt . . .1 , '-~--T- , -T DANK POTTS,P.E. STRUCTURAL ENGINEER & CONSULTING 950 WADSWORTH BLVD., STE 202, LAKEWOOD, CO 80215-6042 303-233-0026 FAX 303,233-1022 - j:z.d:,~COllt!:?R ~ /RJI'25 . 457.5,t6f~~ JobNamiv'-6b/dNO .,q:04. Address I"t$efr~cz;m Date ~6/Calculated By , Checked By" .. "'-Page ' / / , 4z 4-z ~I ~I _ ___d / 4-/6" . -.-_.~ --- , .W~ ~/~'U I i -,- I , . : i i ! I I -1---..--.--------- -- I I I i I LlI i I I III~' 'I -~-Tt ! !. ! L~ /4.. /., :a.. i ------- -- -~~ - I! ! i "-:-i-- ! ' I I I ! T- , I , -----,-------1-- , I _L._._:....__ , - -----~----- --------...- --- , , ------- I Uniformlv Loaded Floor Beaml AISC 9th Ed ASD 1 Ver: 5.0 I b Bv: Dan R. Potts. P.E. . Dan R. Potts, P,E. on: 02-23-200 I : 5:03:05 PM Proiect: PaolFlr - Location: 4515 Harlan Street Wheat Ridge CO '-'i;1l1111;J.fV: A36 WI2xl4 x 24.0 FT Section Adequate Bv; 3.3% Controlling Factor: Moment of Inertia Deflections: - Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only. Support capacity not checked): Beam Data: Soan: Unbraced LenQ"th-ToD of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor LoadinQ: Floor Live Load-Side One: Floor Dead Load-Side One: Tributarv Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two: 'Tributarv Width-Side Two: Wall Load: Beam Loadin2"; Beam Total Live Load: Beam Self WeiQht: Beam Total Dead Load: Total Maximum Load: Properties for: W 12x 14/ A3 6 Yield Stress: Modulus of Elasticity: Deoth: Web Thickness: F1anQe Width: F1anQe Thickness: Distance to Web Toe of Fillet: Moment of Inertia About X-X Axis: Section Modulus About X-X Axis: Radius of Gvration of Comoression Flaml'e + 1/3 of Web: Design Prooerties oef AISC Steel Construction Manual: Hamre Bucklinp Ratio: Allowable F1anQe Buckling Ratio: Web Bucklin2" Ratio: Allowable Web BucklinQ Ratio: ControllinQ Unbraced Lenlrth: LimitinQ Unbraced LenQth for Fb~.66'Fv: Allowable Rendin"" Stress: ~ Web HeiQht to Thickness Ratio: Limitine- Web Heipht to Thickness Ratio for Fv=.4*Fy: Allowable Shear Stress: Design Reauirements COffioarison: Nominal Moment Strength: Controllinp Moment: Nominal Shear Strength: Maximum Shear: Moment of Inertia: .. ~'7"".:;-/.;-:" -..,.1"". . /_ J)LD~ 0,13 LLD= 0,58 TLD= 0.71 LL-Rxn~ 2400 DL-Rxn~ 528 TL-Rxn~ 2928 BL= 0.69 L~ 24,0 Lu~ 0.0 U 480 U 360 LLI= 100 DLI= 15 TWI= 1.0 LL2~ 100 DL2~ 15 TW2= 1.0 WALL= 0 wL~ 200 BSW= 14 wD= 44 wT~ 244 Fv~ 36 E= 29000 d= 11.91 tw= 0.20 bf= 3,97 tf= 0.22 k= 0.69 Ix= 88.6 Sx~ 14.9 rt= 0.93 FBR~ 8.82 AFBR~ 10.83 WBR~ 59,55 AWBR= 106.67 Lb= 0.0 Lc= 3.472 Fb~ 23.76 h/tw= 57.3 h/tw-Limit= 63.3 Fv~ 14.4 Mr= 29502 M= 17568 Vr= 34301 V~ 2928 Irea= 86 1= 89 IN IN = U496 IN = U406 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF KSI KSI IN IN IN IN IN IN4 IN3 IN FT FT KSI KSI FT-LB FT,LB LB LB IN4 IN4 ~ SPRINKLER SYSTEM PRESSURE TEST ~ FIRE MAIN PRESSURE TEST o HOOD & DUCT SUPPRESSION SYSTEM TEST o FIRE ALARM SYSTEM ACCEPTANCE TEST o OTHER LOCATION: e(......t., \?4e.,^-,,'-'\/l'l-"'!)U- 4~LS- U-.1.2_d-<... DATE: :;l.'rl-1~O\- REQUESTED BY: ~\u.."1 ~(l..C 9,.,-b-A~ CONDUCTED BY: ~.,,q'/ ~J~u 1;;; SYSTEM PASSED lj( FAILED 0 COMMENTS: ~~ l~ ~4:~ ~'o V'~::r "".. ~(",v"S. ~<,.k-.-:J<O<s.eJ ' '?:"~~""r'J.-r.a\' ~S-.\.-A"", 6"" ~_RJJ Au..-.... 11 P"c..-r m..... ~ ~ U> o..f4!:> . ' ~~~~~~:'......., ,s"l".U ",€-ot.Q. ~n-G",hv., ~. 'I...,G"~ 4~ 'C..,+-b 6-L SIGNED: ~nA'_ f.1.d; Fti-L-wtttr""V d T c? J'...qJ! I!I!WIIL",v, '.,-' '''''-~~\.:.'; :' ,..',.:....:,..1'_:"'. '-.',' , ' i,::<;~ ,..'t;i,.c"" 'c'", "d,':',,'H _~i-:-,':;;' "., ,',:,,'"i,>:"<-:_,'" , .,r ',-,.,-- , .. ~ 'j:''''''' . '.;::C ',:;:"y,,~' " ,-;,f' \, m CONTRACTOR'S MATERIAL & TEST CERTIFICATE , '1 PARTS A &: C - SPRINKLER .. WATER SPAA Y ABOVEGROUND PIPING (Fill Out Separ... (:';ertiflCllt, For E8ch Rller) PROCEOURE UPON COMPLETION OF WORK. INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNERrS REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN rlNALLV LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ. UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULT V MATERIAL, POOP WORKMANSHIP. OR FAILURE TO COMPLY WITH AP' PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PROPERTY NAME PHE l4oMi=WolJ lo;:1;>/tiP CLub PROPERTY ADDRESS HAlltAH I / €fS-/~ S11l.EEI ACCEPTED BY APPROVlj~AUTHORITVC'S. NAMES , ~\1Y Or::: \..I EJ..' 12IDh~ ADDRESS PLANS . INSTALLATION CONFORMS TO ACCEPTED PLANS, .YES ~ NO 0 EQUIPMENT USED '$ APPROVED VES NO 0 IF NO. STATE DEVIATIONS .,' HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENTf YES ISl NO [] IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC. TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE YES (g NO [] CHARTS AND NFPA 13A BEEN LEFT ON PREMISESf IF YES. G,VE NAME. IF NO, EXPLAIN. "" , ' , , ' " . HYDROSTATIC' Hydrost.Uc tests sh.1t b. mede et not less Uun 200 PSI C13.a bus) for two hours or 50 PSI C3.4 bets) .bOv. staUc pr.nur. In ')lC_SS or 150 PSI (10.3 tNlts). Dlffer.nU.1 dry.plpe ",Ive cl.ppers sh.1I be len open during test to TEST prevent d.m.ge. All .bov_ground piping I..klg. shall be stopped. , DESCRtP- - .. .. nON PNEUMATIC' Establish 40 PSt (2.1 bars) air pr.,sure .nd measure drop whtch sh.lI not exceed i..... PSI CO.l bar"s) In i~ hourI. Test pressure I.nks .t norm.1 w.ter level .nd .Ir prenufe .nd measure air pressure drop which sh.1I nol exc..d 1.. PSI (0.1 bars) In 24 hours. " HYDROSTATIC: ALL PIPING. TESTS PNEUMATIC, DRY PIPING DRAIN REQUIREO EQUIPMENT OPERATION, ALL. , SERVES SLOGSl LOCA TtON " MAKE MODEL. SIZE QUANTITV TEMPERATURE RATING SPRINKLERS V\I'TOVL(L ""I L.... 15"5" 31I...-TocJLlL \(1.1 I ' 7DD , OR <- SPRAY NOZZLES . . , MATERIAL AND KIND CONFORMS TO STANDARD PIPE ANO IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW R...c:.v-> s...... tin INOICATOR "I ,j I I "- I " f ,FORM a5 AC. REVISED APRIL. 1979 PRINTED IN U.S.A. FOR NAS & FCA, INC., P.O. BO>< 119, MT. KISCO, N.Y. 10541 :\ l;~' TESTS TEST BLANKS WELDING REMARKS -----~- ._", ._._..._~.._------ -,f;NATURES TiME TO TRIP TIP TIME. WATER Al.ARM THROUGH TEST PIPE WATER AIR 'POINT REACHED OPERATED WITf,6lJT "WITH PRESS; PR ESS. ,AIR TEST PROPER1..Y Q.O. O. Q,O,O. PRESS. OUTLET MIN. SEC. MIN. SEC. P.S.I. P.S.l. P.5.1. MIN. SEC. VES NO OPERATING TEST RESULTSI =~~'l~ IF NO. EXPLAIN OPERAtiON PIPING SUPERVISED' PNEUMATIC 0 o NO 0 ELECTRIC 0 HVDRAULIC 0 DETECTING MEDIA SUPERVISED: YES 0 o NO 0 NO 0 NO 0 VES DOES VALVE OPERATE FROM THE MANUAl. TRIP AND/OR REMOTE cONTROL. STATIONS? .._._.--~~---- 1$ "tHERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTINGl IF NO. ExPLAIN MAKE ---E----- Does ach Circuit Opere,e V.lvt A.lease1 YES NO Ooel Euh Circuit ope,at. Su rvision Loss Alerm7 YES NO -U=>C:> PSI 2--'2:]'- ()( '];;P?..fid wffftJ ALL PIPINQ HYDROSTATICALLY TESTED AT DRY PIPINQ PNEUMATICALLY TESTED' EQUIPMENT 'opeRATES PROPERLV:-:) /J/~ ~ IF NO. STAlE REASON r-vH;1 ~ I?I;- YES yES 0 M".imum Time To o rate Release: MIN. SEC. FOR YES YES 7..- ~ HOURS NO 0 NO 0 PSI RESIOUAL. PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE PSI DRAIN lEST: READING OF QAGE LOCATED NEAR WATER SUPPLY TEST PIPE: STATIC PRESSURE ~~BEQ~~=]LOCATIONS- WELDED PIPING IF YES.,. bO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY Y{!TH THE REQUIRE. MENT5 OF p.WS 010.9, LEVEL AR.31 < YES Cl NO 0 00 yOU CERTIFY THAT THE wELDING WAS PERFORMED BY WELDERS QUAL.IFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-31 " " " YES Q. NO 0 DO yOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE wrTH-A bOCUMENTED QUAL.ITY CON. T"OL PROCEOURE TO INSURE THAT ALL. DISCS ARE RETRIEVEO. THAT OPENINGS IN PIPING ARE SMOOTH. THAT Sl.AG AND OTHE.R WELDING RESIDUe: ARE REMOVED, AND THAT THE INTERNA'- DIAMETERS OF PIPING ARE NOT PENETRATED' . _- YES ~ NO 0 INU~BE~EO YES ~ DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: NAME OF SPRINK-LER CONTRACTOR ___ Lle P>.'l-Y F \ lZ-E:. r\.o\\:L\\O\-4. FOR PRO~ERTV 0 2:'~~ FOR SPRINKLER CONTRACTOR (SIGNED) TITLE. ~~ TITLE ANATlONS AND NOTES TESTS WITNESSED BY ADDIT IONAL NO 0 l?i'l1~ t4 SPRINKLER SYSTEM PRESSURE TEST tJ FIRE MAIN PRESSURE TEST o HOOD & DUCT SUPPRESSION SYSTEM TEST o FIRE ALARM SYSTEM ACCEPTANCE TEST o 'OTHER LOCATION: C(",,(, (jI(".e,^-o",\e,",,'l>L)~ 4.~LS-l.1-.,r.2.d"'" DATE: '?"~b-o\- REQUESTED BY: ~\u..r1. ~\<.C ?",+ux~ CONDUCTED BY: ~"""/ 9)1},,-J;; SYSTEM PASSED Ij( FAILED D COMMENTS: ":?-r~"'~ \~a.--\.<!, d '0 (j'~:C ,"",y ~(",oI':;. ~'ik..-."....:wJ. <(.r~~"""1.'.a\' ~$""'""- J."..;....Q.() Aa..,,,.t (i"c:.-r m.... ~ 5U\I c.e- ~..J~ ' ~~~:;~'15~''-' :S"\~U ....E-",Q. LbY>V\~""1 J,.", ~...,G"~ 4~ y.x-b 6L SIGNED: ~1tA'_ f.1,d;;- PtJ.-l-wtZ~I'Y d",;;z~~{)1 II!!!!IIII,,,,,~, ,.; '" '-'<--f?:::'~',:-:',:~-~);:.':Y;;:.s.~~:?:' .', - , "I ,,",,,,. 'T~.t:l"~'~_/-:;;~;f'(~:~A,,:~\ " -'. ';:,<,Yi,:-: . ,,;!;:r..~..' ". '\{.~ :\~:i1'~ :.:.'~ ',,' c-;;:'?"- m CONTRACTOR'S MATERIAL & TEST CEItTlFICATE , ., Separete tertifl~t' For PARTS A lk C - SPRINKLER lk WATER SPRAY ABOVEGROUNO PIPING (FlII Out PROCEOURE UPON COMPLETION OF WORK. INSPECTION AHD TESTS SHALL DE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FlNALL.Y LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY 80TH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES. OWNERS AND CONTRACTOR. IT 15 UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST. CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP. OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PROPERTY NAME ' C:L0b P\-\E\-\OM~WC.\J PROPERTY ADOR~~/~ HA/lLAH 'ST2.~ ACCEPTED BY APPROVING AUTHORITYC'S) NAMES , ~\IY of IJI-I~'" 12\DI...,~ ADDRESS - PLANS INSTRUC. TIONS TEST DESCRlp. TlON TESTS REQUIRED LOCATION SPRINKLERS OR SPRAY NOZZLES PIPE AND FITTINGS ALARM VALVE OR FLOW INOICATOR .... .'. INSTALLATiON CONFORMS TO ACCEPTED PLANSI EQUIPMENT USED 'S APPROVED IF NO. STATE DEVIATIONS /". . HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENTf ! IF YES. GIVE NAME. tF NO, EXPLAIN. Each Rl,erl . I o;:13/tl/J I / . " , ~ . YES NO 0 YES NO 0 YES III NO D YES [g NO 0.- . " HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN L.EFT ON PREMISES" IF YES. GIVE NAME. IF NO. EXP~~IN. .';~:">': HYDROSTATIC, HydroshUe tesh .hall b. maM.. not lesl tha", 200 PSI C13.8 bars) tor two ttour. or 50 PSI C3.4 bin) above static pressUr. In excess of 150 PSI :(10.3 tNrs). plfferenUal dry-pipe ~alYe clappers shall be len open during test to prevent damage. All aboveground plpln, luka,e Shall be slopped. ! I' ,] I .- PNEUMATIC: Est..bUsh40 PSI (2.8 bars' alrpr.ssure ..nd measure dropwhtctt shall not exceed iYil PSI CO. 1 tNIr.) In 2. hours. Test pressure tanks al normal w.ter level .nd air pressure iilnd measure air pressure droP which shall not e..ceed 1'" PSI (0.1 bars' In 24 hours. ' - - _~-: 1- . SERVES BLOGS: HYDROSTATlCI ALL PIPING. PNEUMATIC' DRY PIPING EQUIPMENT OPERATIONI ALL. DRAIN , MAKE MODEl. QUANTITV . SIZE V,crovLIL "1c..ToLl L IL ~ ,,?- ., \(7."1 '"L . . MATERIAL AND KINO CONFORMS TO IF NONE. EXPLAIN ,0, STANDARD ji , J t .- , 1 , TEMPERATURE RATING . IS5"' 7.DC> L , .. i , ! ALARM TVPE DEVICE MAKE MODEL . MAXIMUM TIME TO OPERATE THROUGH TEST PIPE MIN. SEC. I Fu.vJ S"" tin FORM 15 AC. REVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS & FCA. INC.. P.O. BOX 119. MT. KISCO. N.V. 105411 \\ TESTS TEST BLANKS WELDING REMARKS "';NATURES OPERA fiNO TE.ST RESULTSI TiME TO TRIP TIP TIME WATER ALARM MAKE MODEL SER. THROUGH TEST PIPE WATER AIR POINT REACHED OPERATED NO. wl'Ti~6uT d~g~. PRES~ : PRESS. .AIR TEST PROPERLY Q. O. D. PRESS. OUTLET MIN. SEC. MIN. SEC. 1'.5.1. 1'.5.1. P.S.I. MIN. SEC. VES NO -- --- IF NO. EXPLAIN PNEUMATIC 0 o NO 0 ELECTRIC 0 HVDRAULIC 0 DETECTING MEOlA SUPERVISED: VES 0 o OPE RA TION PIPING SUPERVISED: YES DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL. $TATIONS1 IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR tESTING? IF NO. EXPLAIN MAKE E--- -- ---- MODEL ---- Doe. ach Circuit Operate V.lve Reinsel YES NO OOe' E8Ch Circuit operate Su ,vision Loss Alarm1 YES NO ?pO PSI Z-- ;z.7-t;( ~t~ ALL PIPING HVDROSTI\TICALLV TESTED AT DRY PIPING PNEUMATICALLV TESTED' EQUIPMEN"t 'OPERATES PROPERLV:-:) /tL"'c:-'--S.... IF NO. STATE REASON r'"CH7 ~ e::-I,J- YES YES 0 NO 0 NO 0 NO 0 Maximum Tim4!l To o rete Rei..,,: MIN. SEC. FOR YES VES '- ~ HOU RS NO 0 NO 0 PSI RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE PSI DRAIN TEST: READING OF 'GAGE LOCATED NEAR WATER SUPPLY TEST PIPEI STATIC PRESSURE :U-MBEQs~~=l LoCATIONS WELDED PIPING IF YES.;. 00 yoU CERT1,FY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURESCOMPLV V(!TH THE REQUIRE. MENTS OF AWS 010,9. LEVEL AR-:H - " YES [3, NO 0 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUAL.IFIED IN COMPL.IANCE WITH THE REQUIREMENTS OF AWS 010.', LEVEL AR-" .' ,. '," ... VES ~ NO 0 · DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COM PI-lANCE WITH.A DOCUMENTED QUAL.ITV CON~ T"OL PROCEDURE TO INSURE Tf-'iAT ALL DISCS ARE RETRIEVE-O; THATO~II!NINGS IN PIPING ARE SMOOTH. THAT SLAO AND OTHER WELDING RESIDUE ARE REMOVED. AND THAT -THE 'NTERNA~OIAMETERS OF PIPING ARE NOT PENETRATE01 __- . . YES ttl NO 0 -----,------ rp~BER RlJO:EO YES ~ DATE LEFT IN SERVICE WITH ALL CONTROL. VALVES OPEN: ---_._.._---~- NAME OF SPRINKLER CONTRACTOR ___ LLep-!Z-y F,ll-eo. ~~\lO\-4. FOR PROPERTY 0 NER ISIGNED. . b~-V> FOR SPRINKLER CONTRACTOR (SIGNED) TITLE TITLE AND NOTES TESTS WITNESSED BY -' ADDITIONAL NO 0 El m ""'- I DEPARTMEN OR PLANNING AND DEVELOPMENT BUILDING NslpECTION LINE - 303-234-5933 IT'( OF WHEAT RIDGE 7 00 WEST 29TH AVENUE WHEAT RI GIF. CO 80215 - (303-235-2855) Building Permit Number: Date: 11776 2/12/2001 Prope ovl-ner : Property ddress: 4515 HARLAN STREET Contractor Lic nse No.: 17893 , C mplmy: Cleary Fire Protection, Inc. OWNER/CONTRACTOR IGN,t.TURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setba dis~nces proposed by this permit application are accurate, and do not violate applicable rdina~ces, rules or regulations of the City of Wheat Ridge or covenants, easements or rest "ctionlS of record; that all measurements shown, and allegations made are accurate; that I hay read and a~ree to abide by all conditions printed on this application, and that I assume full r~sponslbility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other a lica~le Wheat Ridge 0 "nances, for work under this permit. I (OWNER)(CONTRACTOR) Sl NEb DATE 2 -f 2<>/ i i Phone: 3036873298 Phone: 425 6678 Total: $10,457.00 $195.25 $0.00 $156.86 $352.10 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description : , FIR SP~INKLER SYSTEM , ! I BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval: Occupancy: )Nalls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval: (1) (2) (3) This permit was issued i accotdance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildln Cod~ of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire I (A) t~WOrk authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period f 120 ays. If this permit expires, a n pe. it 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 speci tion and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fu I fees hall be paid fora new permit. No work of any manner hall done that will change the natural flow of water causing a drainage problem. Contractor shall tify th Buit ing Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing . s teeS ive sas of thel'Ob. The iss of approvalo drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions oflhe buil ~W, rule or regulation. Chief Building In ectpr I I (4) (5) (6) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\O~ Property Owner: Gl.-vlS p'I+ENOMI:Of.-lO/.J Property Address: </5-/ S- ;/t4{2t.AN ST1Z-, Contractor License No. : 0& / Company: CLE;:1gy Fi eE iioTELTiol-l OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number: \ (11 W Date: I hereby certify that the setback distances propcsed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge or "nanees, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE 2-f>-o) Description: fleE 9~ltJ k:'L~ 9r'STEl'1 BUILDING DEPARTMENT USE ONLY ~:.,- ~\ \_\3""i:-LL ~ , .'\.Y " 'e' 4\ #J{,.>" pr::rr ~ \~.._,\.,;~~~., T!=r"e e 'Tl :....u Approval: Occupancy: Stories: Walls: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: -~ Phone: . ~1 ' 11Lf: I~~ ~ Phon~ <jzs-(.,~ 78 Construction Value Permit Fee: Use Tax: I.' 4~7.00 I Total: Use: SIC: Sq. FI.: >\ , ',., \/~ ., 0; .;, , ,," /' .. /\'-/ \0' \ Mechanical License No : Company: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City, This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with cessive phases of thel'ob. The issuance a rmit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the build' cod soother ordinance, law, rule or regulation, (1) (2) (3) (4) (5) (6) , , , ,,- 0 \,~ Cleary Fire Protection, Ine. PRODUCT SUBMITTAL & HYDRAULIC CALCULATIONS FOR CLUB PHENOMENON 4515 HARLAN STREET WHEAT RIDGE, COLORADO """" , .., o~... " . " " .... ", tt l. ". . . . . t ~ . ~::: i -."'" :: .. I, '",""'" rs': ; ,,\ A, ", . ':'"':..... C/..:;' A.- -'"(\, ~...... ""~ .- .. ~ :<-:",~...... #.....,.~',.,;:';':l:'?L'f;;~'. oil" i'.... ,.,... '010'" .'''''''11':'''' 4892 Van Cordon, Unit 204 . Wheat Ridge, CO 80033 . Ph. (303) 425-6678 FAX (303) 403-8173 CLuB FBENOMENON Drawing Date: 1/30/101 12:29 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CLUB PHENOMENON Location: 4515 HARLAN STREET WHEATRIDGE, CO. Remote Area Number: 1 Te1ephone:303-425-6678 Drawing Date: Contractor: CLEARY FIRE PROTECTION INC, 4892 VAN GORDON WHEAT RIDGE, COLORADO Designer: DAVE Calculated By:SprinkCALC CSC Systems & Design Construction: STEEL Occupancy:NIGHT CLUB Reviewing Authorities:WHEATRIDGE FIRE PREVENTION SYSTEM DESIGN Code:NFPA-13-196 Hazard:LIGHT System Type:WET sq ft I I sq ftl gpm I gpm I Sprinkler Make: Size:1/2" Temperature or Nozzle Model:GB-QR K-Factor: 5.60 Rating:200 Area of Sprinkler Operation 1020 Density (gpm/sq ft) 0.100 Area per Sprinkler 196 Hose Allowance Inside 0 Hose Allowance Outside 100 CALCULATION SUMMARY gpm Required: 219.0 6 Flowing Outlets psi Required: 39.1 @ Source WATER SUPPLY Test I Pump Data 4-17-2000 I Rated capacity 116.0 psi I Rated Pressure 90.0 psi I Elevation 1760 gpm I Make: 0" I Model: Tank or Reservoir o gpm I Capacity 0 gal 0.0 psi Elevation 0 o Well Proof Flow o gpm Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Location: SITE Source of Information: WHEAT RIDGE WATER DEPT. SYSTEM VOLUME 73 Gallons Notes: -cn"tl <> o m o 00 o ~ o o ~ N o 4 - ~ 0 0 10 "0 3 - -:;y 0 <J> CD 4 en ~ ~ <> o ;C<<>o<- m:$tnr-O 3~~CtT omOlro ro~J:"tJ )>;c)>J: -,-:::Om CDO'-Z Q)~)> .. "'zO ~m s:: o~m O;CZ . mO mz -I o,,;cen:E ~O~IDDJ ~~a:gCD .- c ., o Q)"tJ n -ro <> "tJ<J> ~ m~ --J <J>., I ~ ~ N ., o CD o .. o ~ Cf.l~ID-J. -mom -1000 m 10"0"0 "O<J><J> 3 -.-. en-l"tJ;c w 0 ...., CD --<D.c ~~~c: '< "'Tl C :;" "UOmCD CD :i: .. C. <J> .. <J> C ~ --IN''' ~.....~ "'<O~ "010"0 <J>"O <J> -. 3 -. 05"::t: c <J> 0 ~ -'(fl ~. g- CD ~';!:: 0" o :E OO~ IOlOn "0"0 CD 33 CLuB FHENOMENON Drawing Date: 1/30/101 12:29 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 119 31. 2 psi 1 2~" Grvd 90 Ell 6 ' 120 2.469 119 0.3 1 Pipe 2~" 7x21 5' 120 2.731 119 0.2 1 2~" F1ngd Back Flow Valve Ames "200 CHART LOSS 119 2.9 Elevation Change 10'1" 4.4 Hydr Ref R1 Required at BASE OF RISER 119 38.9 psi 1 Pipe 4" DIx18 Cl 52 100' 140 4.510 119 0.2 2 4" MJ 90 Ell 0' 120 4.026 119 0.0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref R2 Required at Source 219 39.1 psi Water Sourcel16.0 psi static, 90.0 psi residual @ 17 60 gpm 219 gpm 115.4 psi ------- ------- SAFETY PRESSURE 76.3 psi Available Pressure of 115.4 psi Exceeds Required Pressure of 39.1 psi This is a safety margin of 76.3 psi or 66 % of Supply Maximum Water Velocity is 11.7 fps Drawing Date: 1/30/101 12:29 CLuB FHENOMENON HYD REF K FACTOR SIZE ID C TYPE # FITS pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) ~ K x -\/p- Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation velocity pressure (psi) where Pv ~ 0.001123 x Q^2/ID^4 Normal pressure (psi) where pn = pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths CLuB FHENOMENON Drawing Date: 1130/101 12:29 REMOTE AREA #1 PAGE 1 FLOW 1/ OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYDREF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 19.7 1" 0 0 6" 6.7 fps 13.0 13 .0 13.0 2" 0.10 gprn/sq ft 1. 104" 1 0 5'011 0.099 0.5 0.0 0.6 2" K= 5.60 19.7 120 XL 0 5'6" 0" 0.0 13.0 12.4 60" REF 11 19.8 1~" 0 0 12'0" 7.7 fps 13.9 13.9 PATH 2 1.452" 0 0 0" 0.094 1.1 0.4 K~ 5.30 39.5 120 XL 0 12'0" 0" 0.0 13.5 REF 10 20.2 11.-411 0 0 15'8" 11.7 fps 15.1 15.1 PATH 5 1. 452" 2 0 12'0" 0.202 5.6 0.9 K= 5.37 59.7 120 XL 0 27'8" 1'1111 0.8 14.2 REF Al 2" 0 0 14'0" 5.0 fps 21.5 2.227" 0 0 0" 0.025 0.4 59.7 120 7 0 14'on 0" 0.0 REF A2 59.3 2" 1 0 98'9" 9.9 fps 21.8 21.8 PATH 3 2.227" 0 0 5'on 0.090 9.3 0.6 K= 12.88 119.0 120 7 0 103'9" 0" 0.0 21.2 REFW 119.0 gpm PATH 1 K= 21.31 31.2 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO 11 HEAD 1 19.8 1" 0 0 6" 6.7 fps 13.0 13.0 13.0 2" 0.10 gprn/sq ft 1. 104" 1 0 5'0" 0.099 0.5 0.0 0.6 2" K= 5.60 19.8 120 XL 0 5'6" 0" 0.0 13.0 12.5 60" REF 12 l1r.:i" 0 0 14'0" 3.9 fps 13.6 1.452" 0 0 0" 0.026 0.4 19.8 120 XL 0 14'0" 0" 0.0 REF 11 19.8 gpm PATH 2 K= 5.30 13.9 psi CLuB FHENOMENON Drawing Date: 1/30/101 12:29 REMOTE AREA #1 PAGE 2 FLOW 1/ OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYDREF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 5 TO A2 HEAD 5 19.6 1" 0 0 6" 6.6 fps 13.5 13.5 13.5 2" 0.10 gpm/sq ft 1. 104" 1 0 5'011 0.098 0.5 0.0 0.6 2" K= 5.60 19.6 120 XL 0 5'6" 0" 0.0 13 .5 12.9 60" REF 14 19.6 1~1T 0 0 12'0" 7.7 fps 14.4 14.4 PATH 4 1.452" 0 0 0" 0.093 1.1 0.4 K= 5.17 39.2 120 XL 0 12'0" 0" 0.0 14.0 REF 13 20.1 1~1I 0 0 15'8" 11. 6 fps 15.5 15.5 PATH 6 1. 452" 2 0 12'0" 0.199 5.5 0.9 K= 5.25 59.3 120 XL 0 27'8" 1'11" 0.8 14.6 REF A2 59.3 gpm PATH 3 K= 12.68 21.8 psi. PATH 4 FROM HYDRAULIC REFERENCE 4 TO 14 HEAD 4 19.6 1" 0 0 6" 6.6 fps 13.5 13.5 13.5 2" 0.10 gpm/sq ft 1. 104" 1 0 5'0" 0.098 0.5 0.0 0.6 2" K= 5.60 19.6 120 XL 0 5'6" 0" 0.0 13.5 12.9 60" REF 20 1~" 0 0 14'0" 3.8 fps 14.0 1. 452" 0 0 0" 0.026 0.4 19.6 120 XL 0 14'0" 0" 0.0 REF 14 19.6 gpm PATH 4 K= 5.17 14.4 psi. PATH 5 FROM HYDRAULIC REFERENCE 3 TO 10 HEAD 3 20.2 1" 0 0 6" 6.8 fps 13.6 13.6 13.6 2" 0.10 gpm/sq ft 1. 104" 1 0 5'0" 0.103 0.6 0.0 0.6 2" K= 5.60 20.2 120 XL 0 5'6" 0" 0.0 13.6 13.0 60" REF 10 20.2 gpm PATH 5 K= 5.37 14.2 psi. CLuB FHENOMENON Drawing Date: 1/30/101 12:29 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYDREF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV IO T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 6 TO 13 HEAD 6 20.1 1" 0 0 6" 6.8 fps 14.0 14-0 14.0 2" 0.10 gpm/sq ft 1. 104" 1 0 5'011 0.102 0.6 0.0 0.6 2" K= 5.60 20.1 120 XL 0 5'6" 0" 0.0 14.0 13.5 60" REF 13 20.1 gpm PATH 6 K= 5.25 14.6 psi GB-QR CI Quick Response . Upright, Pendent, Recessed Pendent, Sidewall & Recessed Sidewall Glass Bulb Automatic Sprinklers Manufactured by: Central Sprinlder Company 451 North Cannon Avenue, lansdale, Pennsylvania 19446 Ir1I Product ~ Description e The Central Model GB-OR Automatic Sprinl<lers embrace the ultimate in advanced design features. They incorpor- ale Ihe laleslln glass bulb technology, whidl resuH in a much smaller, more allractlve 'sprinkler. The operating rnech. anism consists' of a liquid-filled 3 mrn diameter frangible capsule thai Is only 20 rnm in length. ' The Model GB-QR Automatic Sprrnl(lers are intended for installation in accordance with ClIrrent NFPA Standards. They are iailable Ini/2" (12.7 mm) and 71'16" (11.1 II'Jlll) orifice sizes and 15soF (58.30G), : 175"F (79.4"C), 200"F (93.3"C) and 250"F (121"C) temperature ratings. The Mod~1 GB.QR Sprlnlders are available with two slandal'd flnlsl1es, brass or clITome plated and with Iwo coallng8, block or white, with. additional special palnled finishes available upon request Tile Model GB-OR Pendenl is Lisled as recessed quick .response with Faclory Mutua\ wh~n using a special recessed escutcheon. Make sure 10 order the correcl recassed escutcheon when Factory Mutual approval is required. The part numbers 8Ie 3071 lor chrome ,3072lor bright brass, . 3010 brushed brass, 3015 011 while, 3013 whits, 3074 black. This escutcheon Is not needed to maintain a quick response Listing at U.L. OperallDn: The glass bulb capsule operating mechanism contains a heal- sensilive liquid lhal expands upon application of heat. Upon reachIng {he ratod lemperalure; IIle lrangible capsule ruptures Ihereby roleasing Ihe orilice seal. fho Bprlnldol' \h(J" <Jlsohargt.J" water In .. pro-designed spray pallern 10 control or. exllnguish lho fire. It U FM Approval riaes f10llnClllde pnlnled Vlns/ofl9. Jlec6sSDd vors/olls must use it Spealnl neceBsnd ESCflfCllItO'l(GIJ Rec/Qn) Slomv"If Ie (or l.1glrl I-Inzard only a"d dOD$. not 1,,,::Iuon '''Jo,,'~f1d, V.fIJlans. !'..;.,'" ;'.j. ". Technical h11llJi Data St~ndard Appllc~lIons The Modei GIJ-OR Automatic Sprinklers are inlondod for standard area coverages, and now and pressure requirements as specified in cUllenl NFPA Standards for Quick nesponse Automatic Sprlnkler~. Model: (lB-OR Sly/e: Uplighl, Pendenl & Sldewail Qd1.I!;JL~l.l?:J? K:EfJQ!Q[(mliliifl ]]lmfLQ 7/10"(II.OI"m) ~.5 (64.9) 1/2"(/5mm) N.P.T. 1/2" (f2.7mm) 5.6 (80.8) 1/2~(15mm) N.P.T~ Temperalure Rating & Bulb Color: :155" F/6B"C Red 175f)F/79"C Yellow 200"F/93(1C .Green 250"F/"l2 fUC . ' Blue Standard FInishes: Brass,Chrome Plated Corrosion-Resislant Coatings (U.L. only) Whlie & Black Painted Factory Hydro Test: 100% al500 psi (34.5 bar) Approvals: UL & ULe Model & Orifice Maximum Deflector and K-Factor Working Style (metric) Pressure -.:. . GB-OR . 1/2" ~12,7 mm) 250 psi UpritV 5. (80.8) (17.3 bar) Pemen!! Recessed 1/16~11.0 mln) 115 psi Pendent 4. (64.9) (12./ bar) GB-OR Sidewall/ 1/2" ~/2.7 mm) 175 psi Recessed 5. (80.8) (12./ bal) Sidewall . 'tW"",t Deflector Slyle GB-QRu Upright! Pendent! F\0cossecJ Pend.8/W -'-'rjflllco and K-Factor (me/ric) . 'mXlllll.l','n". Workln!/ Pressure 1/211 (12.1 mml.~ 7/1611. (1 i.Omm)...... Orifice Automatic Sprinkler ", .',. ',. . 1ii1.~"r.o: .'<....Oia....'!.!r',.3. ',6:> .. ,.,' ~,;,..;:iMj"l'W:il;:, ., ",CD, li~..,~:.!,.-I,~i!!'.0,...,:..:~;.':. ..;,.hl\ ",!!';A",_?i. ii~~_t_,"~'.. . ~ 1~~:\... hi' .'.~.~',~: ;~.,. ;:i' ..,.". ~.~.."\.,,,,,~,,,"-"k...., ... ... ...." ,,'...~-"l .~"'i... ._'. 1/2" (12.7mm) 5.6 (80.8) 175 psi (12.1 bal) :;10,.' ....':..,';>:...;};i" ,';\,)::,:;:; '".' :.'r' ,; ''',,'J::',',,;:'.' ,'.,..; RiserManifold . Commercial.. NFPA 13 Systems . Floor Control.. High Rises . Residential.. NFPA 13D/13R Systems Manufactured by: Central Sprinkler Company . 451 North Cannon Avenue, Lansdale, PennsYI~ania ~~46 . , Ii.., Product t:.'.~q~scription, The Central Riser Manifold provides all of the accessory equipment lor a riser in a single assembly. The availability of the Riser Manifold in dillerent configurations allows cost- ollective riser installation in commercial (NFPA 13) syslems, high rises requiring floor control assemblies, and residential syslems (NFPA 13R/13D). The threaded ends of Ihe l' and 1 y,' bodies and the grooved ends 01 the 2" thro\Jgh 6'bo(:lies allowlor an easy transilion to eilher chec,k qr control valves. The exclusive ahd dedicated flow switch deslgmid ior the manifolds ras , bee'ltesled and I.isted lor u~e in Ihis specific cOllfigura!lo'l ~y yi'derwrllers Laboratories. " 1'118 Manifold bodies are painted fire protection red. Lettering clearly identifies flow direction as well as Ihe test and drain outlel, Ihus prqvldihg the required sign. The Model F202 inspectors' lesl valve and Ire Model F1 01 trim valve are both U.L. Lisled and make the . best uS,e of special thread ' combillatioll~, eliminating Ihe use of pipe nipples and the resulling r,,~tel1l1l1\l f(lr IOilkllgll, InstlllllltlQh oonvlllllllllf vllr.lon, T.1l The'Riser Manifold is approved for installation in either the borlzontal or Ihe vertical position, The optional relief valve assembly available for IhE! required locations such as NFP A 13 Section 3' 1.2 which requires relief valves on gridded systems. R Technical Witt) Data Models: 13 (commercial) 13D (residential) or 13D/13R (residlil1fial) Slyles: Threaded or Grooved ~,zes: 1 'I, 1 Y2'.'! 2" i 2~2" ,~~,__4~',~,6,1I__ Approvals: U.L, ULO" , 'M.E)\.. (j4;;!:94.t:) , I' Version is Nol ME;A Approyed. .. . '. . , . - . ,., ' ~ /;1ilxirtlulll Workiqg Pressure:F5 psi Slandard FlUid" Fire Protection Red" with White Leite ring I.P.S. Cui Groove Specs.: AWWA 0-606. Take-out Dimensions:' See Figures Shipping Weight: See Figures Mfgr. Sourco: DomE!stlc Optional Accessories: Pressure Relief Valve Kil, see page 5 l","', c.',)"',, .. .' f' '. Sup~r Flo@/Dyna-Flow@ I-ligh S~rength Steel Pipe Tile origillallJigll-strellgtll liglltwall splil/Mer pipe witllllydraulics superior to Sclledule-10. , SUller Flo/DYI1::l-Plowpipc is tile "original" high-strenglh lightwall sprinkler pipe. Super Flo/Dyna-Flow has outstanding hydrnulie capabHilies and is recognized 'IS the Illost popular alternative 10 Schcdule-IO pipe. Lightweight, easy 10 cuI and easy lo handle for installation. Super Flo/Dyna-Flow is a valuable' :l(ldilion 10 nny fire proleotion syslem. l.'.;,';':., "IUplnlot Hydra~liclc,:; ;'/ With an inside diallleter of up to 11 % larger Ihan Scheduie-40 and up, to 7'Yo larger Ihan Sehedule- 10. Super rlof Dyna-Flow pipe hydraulics arc exceptional. Larger I.D.s enable Super Flo/Dyna-rlow, nnt! reluted com[lonel1ls, (0 be down- sized within the system, thus increasing thc pOlential for job cost savings. For cnnlplete Hazen.Williams charls, rcfer'lo "Super Flo/Dyna-Flow Hydraulic Data 'n,hlc$." Super Flo/Dyna-Flow iJfOducts arc coaled, with an environmentally npproved ;l1ld specially fonnulnled Illodified-aerylic or walcr-bascd coaling; This dumble coating is pnintnble. The bla~k coating acts as ':In exccllent Vril11cr and is resisl;ml to wealhering and \J.V. dcgn!dation frOIll lluldoor storage. Melallurgica' properties provide exeellenl rahricnlion ehanlelcrislks lilr cud prep Iini"Ii~H, \\i~I~IiI'g ~nll mlllll'!'ll\.lilll, I'l" "pecia' process 0" equipn;ent are needed for fahrication ;111(1 insl:allalioll. Q" allied 1'U131.'l'''~;ON(llIIT """".'''.''''__I'<I~'''''''';'>. , tGJ.OO S. Lathrop Harvey, IL 60426 ','t: ',,?1:';,! \. >. :, , " .1; S'p'~c1flcatlon!l, . '" ),',-,' ~;I"d~~;.. *=Metile" Product Nominal WVFl Wt/F1 PeS; Wljllfl WVlIfl Wljlllt NPS 1.0. 1120 Filled Lift 21' 24' 25' x 1" :U,91 0.830 1.31 91, 1586 ' 1812 W88 *25 30.3 1.2 1,95 91 719 822 856 ,11/4" 1.53G . 1.059 1.87 61 1356 1550 1615 * 32. 39,0 1.6 2.78 61 615 703 733 , 1 1/2- 1.728 1.667 2.71 61 21.35 2440 2542 .40 43.9 2.5 ' 4.03 61 968 1107 1153 K 2" 2.203 2.J.04 3.79 37 1634 1868 1946 .50 56.0 3.1 5.64 37 741 847 883 -----.." 1923 , 2 1/2" 2.703 2.564 5.1.0 30 16'15 1.846 .65 68.7 3.8 7.59 30 733 837 872 ----- 7.18 19 1.544 :1.608 1t3n 3.314 3.387 1351 _ *80 84.2 5.0 .10.69 19 613 700 729 x 4'" 4.310 4.473 10.86 19 1784 2039 2J.24 .90 109.5 6.7 16.16 J.9 809 925 963 x 6" 6.403 7.714 ' 2:L70 10 ' 1620 1851 1928 *150 162.6 H.5 32.29 10 735 840 875 .: I ~ . ; '. , . : SlIper Flo/DYlla-Flow pipe is ' IlHlIlufuetllred 10 meel ASTM 1\- 795 Type E. 'Grade A alld is in compliance with NFI'A-IJ tmd NFI'A- I 4. All sizes or J)ynn" Flow/Sllper Flo arc UL Lisled, I'M Approved, and ULe Lisled. . Lightweighl and easy 10 inslall,' resoiting in more eflidOnlusc ot your freighl and 1abOl' dolltll$. . pj"{)\ijdcs slnhility nee.ded to conlply willr .slalHJard hanger spacing (15 fI O.C.) per NPPA. @ (Q!9 ~~J ~. . Available in Slandard lenglhs for your convenience, or CHI) be ordered in custom leuglhs upon npprovaJ. UstClI listed ^flprnVfld Super Flo/Dyna-Flow is UL/ULC Listed for use with roll grooved, plain-cnd coupling', and welded joints for wel, dr~'. pJ'cl1cliOl~ and deluge systems. H is FM Approved for,roll grooved, plain-cnd; JlI1d ,,'elded joints for wel'syslellls. Refer 10 Hppropriale doeunlclll11lion r~1I' Ulj"h.\,\I<il~ li/Jlil1llni1l1 '1I1Pj'gvlll lnron"alion, Supe,'PJo/Dyna-IOlow is now t1vnilnhlc Uhot-dip"gnlvRnizcd nnd has beensJleciOcaliy ,ipproyed by PM for dry SYS(efI1R llses. . Fasl eulting alld wcldiilg. lIS well ".I easy roll groovillg nnd end prcparatiofl. . Av"ilable in F"clory 'roll grooved forn1 for quicker shup l\lmaroUlld, . Cle"n, dumble n1ill coalillg provides longer "shelf life" nild nets a." an excellent primer, for CUS('(JIH paill! npplicnlions. 11350 Norcom Hd. l~hl1adelphla, P.!U,9:!,54 2525 N. 27th Ave. Phoenlx,AZ 85009 ""...,.. .." ,_,~., .._,.. i' -.. ,...-. Customer S.rvlco: J-800."797.0210 Fax 708.339.1806 :,-" ':, ... ,'..':';"',,"',,:. ,."...-.,. .,... ,.,..., ..... ...".--..,.,., ,."..... ...".' ... ....." ',.. . .126 I Pr!ll'~~,,!'! :~;~^';1'4r/-~~,::r-?,{'7:t1:t::~:~~;~r,li:(,:1-::,;~;(f,;~:'.1::f1j~I;.rl..h,1:,1r"::.~.i,,::;:-::~;,;:~! Hi' ,., :..,.,..y" :,.,r iL.,\;1"~;:f;,~M,{f,;~;~;.:i,~.:}.f?i,;~;~~:.;~':1.,':;r~'., "';,:'iL' _. I~f " _.i:;:_,,'; ,,,'.,,r.' . XL@/BLT@ Galvanized and HlackLightwall Threadable Pipe ) '--., TIle origlllal "Galvalllzed" alld "Blade" TlJreadabfe LlgfJtwaff pipes witI. except/ollal hydraulics alld ecollomy. XL~/llLT"'~ proven hydraulic advanlage alllllighler weight adds valoe to any system. When yoo need a proven sprinkler pipe, specify XL/Bel'. I, '! ' 'Product DescrIption' .. .;,;: XL/Bl.:r pipe are an exceptionally strong sleel sprinkler pipc or thc class generally known as "Iightwall threadable pipe". Its wall thickness is less than that or ~)ch-40 or Seh-IO. bot the cold rorming process undergone illllHlIlufacturing gives XL/I3LT pipe mechanical strength characteristics eqo!valcnt to those required 1'01' Sch-40. H is designed 1'01' use in wet, dry. pl'caction and deluge systems. XL/Bel' can be joined with lllrcaded cOllplingf) (wilen in accordance with ANSI 13.1.20.1), roll grooved or plain-end c()oplings, or welded joints. ,', 'Coathtgs' & Fabrlclltlol'i,::. XL/I.lLT products have metallurgical properties which provide excellent rahrication characteristics 1'01' cnd prep rlllishes, welding ami roll grooving. No :_pccinl proccs::; or equipment arc needed for fahricfllioll and inslallation. X L is mannl"acfured with galvanized co~Ung.' Bel' is black )uCll'wr fouted, (.;). allied J.6100 S. Lathrop Harvey, IL 60426" TlIOE l\ CONDUIT .'.,':......'......_""......,....... '281 Prlnlod In USAlIP 11.9815M~9199B i./.";'''.'.' ,,,,' l'II"'}'~"" " c S.,., ,11 " ,A' ".'; J' , ." "J': ':;:.." :' ,_",,;~, i':' .",: , ;' > pecl'lcatlol1s' '" ,., ,.t.the., .=M.lrl. Product Nominal WVFl WVFl Pes! WVLlft WVLlIt WVLlfl NPS . t.D, H20 FlIIed Wt 21' 24' 25' x 1 ~ 1.104 1.190 1.61 70 2274 2599 2707 * 25 28.0 1.8 2.40 70, 1031 1J.79 1228 ,11./4" 1.452 1.530 2.25 51 1960 2240 2333 .32 36.9 2.3 3.35 51 889 1016 j.058 ,11/2" 1.687 1.870 2.84 44 2395 2738 2852 .40 42.8 2.8 4.23 44 1006 J.242 1294 x 2" 2.1.54 2.480 4.06 30 1.927 2202 2294 * 50 54.7 3.7 6.04 30 874 999 1041 : , : . t .'; !5uperlor, Hydraullc;s . XL/Ill.:r pipe is man(1l"a~'tured to meet ASTM A-135, Grade A 1'0'" rire sprinkler applications up to 300 psi \vorkillg pressure. @ &r.~ ~ ^pl'roycd IJsled listed It is UL Iistcd 1'01' wct, dry, preacliou oml deluge systemS, aod PM approved I'm' wet sprinkler systems. XL/Her i~ ULC listed 1'01' wet, dry ami preacliou systems, A II threaded ami weldecl filliugs are approved in accordance with NFPA 13. PM requires 12' 1l1nximuI1l hanger splicing 1'01' XL/HI;/'. C-Factors for XL/BLT arc 120 1'01' wet systems, and C= 1 00 1'01' dry systcl11s. Refer to Hazcn-Williamscharls for acemate flow c(Hl\pndsons. ' XUBI..:f pipe' orrers the maximum hydraulic advantage of any available threadable sprinkler pipe. Hs inside dimncter is up to 5% hll'ger than 5ch-40. The use of XUUI..:r in cOlljunction with Dyna-Plow pipe, can dramatically improve the now characteristics, thereby iuereasiug the potential ror '\Iov.;nsiz.ing" sys- (em COIllpOllcnls. ,-..,..' ',: .': ~.Othilt '~netlts;: '. The clean surface quality of XL/BU' is readily p"intable. The lighter weight or XL/Ber is " distinct advantage for rclro-lit installations and can also reduce labor costs. ,--) 11.35.0 Norcolll nd. Pililadetphla. PA.19154, ' 2525 N. 271il Ave. "PhocniX,AZ 8~O.o9 Cusfomer Service: 1-800.797.6210 7.08-339-18.06 ; ';,<,'.;'~>:3'~;';'i' i..'.:'-: ""::r,",;:~:',;: '.1 ;...\:t>'., . . . ~ ~IW' " ~ 'r sure. 1)51 FM nated WorkIng P,essUl Pipe Size StAndnrd Welghl '_'j 1I.W." Rnnge Cut Roll noli Noles t Inches Grvd. Grvd. Grvd. --- Section, No. Reference ---' ]-UL U;led WOII<.lIlU Pres Pipe Sl~e ~L?nda~d we_IUh'l;:~;:~ Rnnge Cut [fOil noli Inches Grvd. Grvd. 01 yd. -. - --.- ---- Vlclnullc ProducVSlyle GnOOVED ENOYALVES Series 700.W BtlUerfly Volvo * 10.06 21h, 3, <1, 5, 6. B, 10, 12 Sl!rics 721 FireBall'" VAlve ~," .. 10.07 2. 2V:z. 3 Sel'le$ 717 & 717R FlreLock"M '10,00 21h, 3, 4, 5. 5\?, Gt (lY?, 0.10. 12 Series 722 Sail Vnlve (Thd.) .. 10.11 ~-2 I nerO! 10 notes below. "PSI~ ~1..tJ IU,Ql.M, 175 21,1.3, <1. 5. 6, 8: 10, 12 <l 175 175 n 175 175 175 300 300 300 2,2\\,3 300 , 300 300 ~~GO 25(J G,O 250 250 G,IJ 4,5.6.0, 10, 12 2!iO 250 175 N/A V:z,% 1.2 N/A N/A GOO 500 BOO 500 175 ~ - UI.l1slerJ fllld FM Appwyod nl175 PSI 011 Schedulp. 5 pilla llmflulflchlfOd hy AIlIElI'Ican "ruhe, Oull Moose lubo, And Whoalland Tuha COlllpllnier,. ,. -- SI)'los 07, 77, 920, ond 921 fllEI t./l Uslod and FM Approved In 211.. -.... slzo(l 01300 PSI. Slyla 7!') 3' 5126 III Ul UslEld 01300 PSI aw:! Slyle 70 "', Blzt! is \.Il Uslod /lorl I'M Approved f11300 PSI. Slyle 00515 UI. Ur.led 8Ild FM AnprovCld In 111." ". siler. fII 175 PSI on Alller. Icon Tube nynfl-Flow pipe. I! IndOOl/Ouldoor use won!hflrprooj oporalor. A ., I.W t'f U, Wnll PIpe r.l1all be of Ihe fClllowlllg mlnlll1tJIll woh !1l!ckIIOr,S: 1 . 12"l5eh. 10. B -. Pressure rllling oLSeries 7 I 7n is based llllllm mling or Riser Chock 1(1! wlmn equipped h.lf thll;t;ervic(l. C .. Slyle 07, 75, find 77 me I'M Appwveu in !li:wll 1- 2' AI 300 PSI. Slyle 005 Is PM ^,Jproved In 2" sizos al 175 PSI (Ill Allied 'Xl' pipe. o . VI. Uslmj lor dry p~)C SYSlf!lllll down to -<lfI"F willi slOlllfmd gar,kal (ViGlaulic rel;oHlmonds Fk,shS(!Olor slllcol1e gllsl(ol \\1tl1 coupllllg Slyles 77,07,005,75.791 nnd HP.70). E - MinimJln sc:hodulo pirie 10 ho joined: 3'.1" or smartol/Seh. \{); "" 01 llllfJElIIO.lBfr woll. r .. rM ApprovnJ IOf dlY pIpe syr.lalHs dowlI 10 "IU"F wllh sllllldni'd gnr.I<el, (Vlclo\ilic raCOll1- IllQndr. rlustlSeHI Of Si1lctlllO Uflsl(ot willI eOlJllling Slyle 71. 07. 1I05. 7[,. 70t ond 1'11"-70). G -llGCwJ'^PPlovcd for single rJled( find flnll.wnlar hAlllloor llarvil;e: lor hOltWnlnl or IIOlllCtll 11111rilllallon. 1-1- Lt. Wnll nolI GrooVed brisetl 011 Scll. 10 plpo. I - MilIum,," 5chedl,de pipolo be joined: 6' or $lI1allurlSch. to; 6' Of Inr9u11tl,1Oll." wnlt. ,I - lJl. Usled lor Cnrhon Dioxide Syslem$, Low PleSS\IIe (UL-fYJR) -. for dislribu!i()fl piping ot'll.vllslream of lhe nia!llar 1I<lllIe only: S/77,:y.. 0'; $/75, l\.i - "":Slf.J7. 1\.1.1 - 8"; S/HP.70. 2 .0': Oil Sch. "0 ripe tllld SlmKlflrd Gfooved fHlIngs y.. - B', .I( - Ulllsled for I-InlOCJO!llflled Ag(ml Systems, HololI 1301 (Ul"GLErl).. e"IiIlHlIlshhl~1 syslems vn;lS, 360 PSI for disIIII)\lIIOI1 piping only: 5177. 0/. - 6'; S[7'J, I~ - ""; S/07, IY.!" n"; 51I-1P- 70, ;(" n'; un Sell, "0 prrm :mrJ Srnud3rd Grooved FIUill{ls:Y.. n', . I. - FnTfOduds for use on pl,,;n {)!Jd plpelll fJccmdnn(:a with Viclnulil: SpncllicoUOIlS. N - CUI GIOOVO, &:h. "0. 6' find sll1oller; Seh. 30, a'ond lurger. 0.. Ul U!1ledJrM Approvod In 2~~ and 3' sizE'S on A'llf1.icnn lubo DYl1o.FIow pIpe flC 3U(J PSI for Slyles 07, 75, and 77: 175 rSllor $tylo 005. r - I W Slyle 77 ~Ild. SCyle 75111 i;lz0S 1\0\" 6" life Ull.l:;tod for lIse on BOfQo, Jnduslries Seh, 5 Roll Groovfld Pipe, workillg fJtessu'e~l; 1Y." 5":.100 PSI find 6' + 175 PSI. S - FOllolniny C(lsl kon (Iud rJllcli1e lion pipe only. In ullderglOund Illllins, T:- ror tolnlllg duelile Iron pll1fl only. In undC!rground Illains. U - noli woovlllg tools musl bo oquil)fled 0111\, wilh VictAlIlic lolls deslunod'Of 1_II(Kwjn!-l Cop- pm It/uo (color COdAcl COI)por), V-Style 75. 07, nUL Usle(l on Allied 'Xl' r1ipe In r.iles I ,3' aI300PSI. Slytl1005lJl lIsled al175P51. W w Style 77 Ul Lisled 011 Cenlmy Tube 'L5' pipe ill sizes 1- 2" al300 PSI Y - Slyle 07,75.77 in sizes 1 . 2'; Slyle 750 In 2 X 1',2 X 111" sizes 111300 PSI orld SlylP. OIKi al 17fi PSI 011 Wesloltl Tube elld COfKluil Corp. 'SL' pll)O. Z ~ Ut. Uf.lod Rn'd r:MAllprOve(lln GileS 1.2"011 Al1101icnn Tubo Dyna.Flow pipe fll 175 PSi. Style {l25 Ulllslcd Ellld FM Applovlld OIl AlllOilcan Tuba Oyna.FklW pipe al115 PSI ill Glzes 1 v.. " ?Vz", Slylo 073 III !Jsled and FM ApPIOIICO (Ill American Tuba Dynn,rlow plpesl 175 pm In 2W Sill!, ,. Slyle 005 melrle Ilqulvlllenl slzlts 3 O,D., ,IV.; 5V4, fi'h, fl'/.(, 6\1, llnd 0' FM AjII)f(lVorllo 175 PSI on ,ll1udm" omJ Ilghlw(l11 pipe. (Sao !lolos I, n 2 - style 7fi rnelrleeql!ivalonl silas "Y~. 5Y.,!m, 6 0.0.. \lv., mldGWFMApplllve~1 to3(Xl PSI 011 Slmnlarc/ nnclllghlwtlll pipe, (See floles I, F) 3 -;- Slyll! 771l1ollic eqllll111lenl slzEls3 D.O., ~v., !j~, 5Y:, Clnl1 (j'l~" FM ^rmroved 10 115 PSI (O!-i" - 450 PSI) on stfllldeitl find lighlwolf pipe. (See noles I, f) 4 - Slyle 07 melrlc Ell]lIivalent SilOS 3 0.0.. 4V.. 5Vt, 5'h. Gv. fIIld 6'11" FM Approved 10 175 PSI 011 slRlltlar{1 nnd lighlwaU pipA. (See nolns I,F) 5 - 90", 45" Elbow and Toe metric equlvfllr!ll! siws J 0.0.. ,m, 5Y., 5\t 6~'4 f1nclGW FM ApprovA!1 10 175 rSI on Slan(lllId lInd liflhIWl1l1l)ipe. OW No. (lO End Cap FM Approved 10 1761'S1. (SoofluleF) . fl - Vl. Uslp.d and FM ^1.I[)mvC(\ III sizos tV., 2' on CelllrJlJ Sp'~lklor 'n.' Pipe, 7 - Ullislvd find I'M ApprOVA(1 011 AlIiod 'Xl' ond 'Xl'.1I 01 175 PSI. 10.01,5 VicLauJic" products ore U'ldHl:Writ:or'r:; LaborFlLQry Listed and/or Factory Mutual SysLem Approved ror the servic8$ and pres. .sure ratings shown' for use in public and private wHter- worlm and fire protecUon' systems (automatic sprin- kler, open sprinkler and stnnclpip~)) and connections to such systems. when installed in accordance with the standard practice Gover:ing the installCllion of couplings of this kind, The following chmts were developed flam the latest listingsancl approvAl c1e,ta - availablo at tlre time of pllb~ Iication., Listjng~ lHE') sub~ jecL to changos and ndditions by tho npproval bodies. It is suggnstHd that these charts be used ror quicJ{ re.fererwe and that current COpJOfj or srmcHlc UL or F'.M approvals be con- sulted {or v81incnUon, Produ6Ls Rtf..) UL L"j~."ll.nd find F'M Approved with stAn- dard Grade "E:" (E:PDM) green colorcodf.! gaslwt. FireLocl< proclllCU::: nr(~ UL Listed/I'M ApprovH<.1 with Grade "E" Type "A" violet. co.lor code gflsKet. Grade ".1.." (s:ilicone) orl:ll'\oe ~Fl!-'Iwt is nVAilnbJo for nclor:l.nd products Hnd is UJ... List('d (lnd FM Approv(xl. C:rc:Hlo "L" (silicone) gqshets nro recommended for FIr" products for fire protection dty systems, w.ith 011 cou- plings in systems operat- ing below 001' Gracie "T" (njtrile) Offlnge color code gasket is also available find is' DL Listed. Style 31 COll'; pllngs are supplied with Grado "M" FlushSeal"" gns~ . irol.s and Style 341 Vic- Flange'" odapters are sup. plied with Grade "M" gas- kets, UL listed Working Pres !lure ~ PSI .. Secllon Pipe Size Standfll"d Weight Lt. Wftll ---[- Vlctaullc . No, Range Cut Roll Roll ProducVSlyle Reference Inches Grvel. Grvd. Grvd. Notes FIAELOCK'" I neler 10 nol~s on pllgo 5. 1001 - 2 ;;,'J:,'/\ '.-i',i,'j ~'ii~:g\:.;,:, ;"\(),',,.-,-;' '(i"";""::/ T Al11a conlllluad on PI'lU~ 3. <'OJ,' """i.'" ::>::: ; .. -'- - ,,~.- - - : .-, '.- : " ~M;;~:;:' > "'-j':" '-:J";- Ho(oml1ce .should l:lIWF\Y!I'bo llHKI0 1.0 thn InleSI, VictAulic (1nslwl. SeloGtioll Guido for _ spod no QHslwt SEll vke 1"(:'0- ~ oll1lllendations and for a listing of services which FHe not recommended, NOTE: This pul)1icaUon Is lor SUbtllil1al pUI[X1S\lS tlnu includl'l!'l listings 01 1)1(>(1. uels for lirn protDclion services. Addilloll. <II liternlura Is llVoilnblo showing tlpplic(llioll, inslollation. 05sl'1mbly and ol.hor dala. Conlnct Vlclm tllc fOf !:pt>dlic recollMllondnliollS rind ollltlf lnl(ll"llllllktn. ([)<8> J:IPO . - . Rnn f ' Incl FM Ralad Working Pressure - PSI SIZE! Standard Weight U.Wall O. . Cut I Roll Roll 10. Grvd. Grvd.. Grvd. NoLe9 f ",.-i '-.'-'1_'.' :'1:'( ,;,~,;.,.-. ;'-~:'~;jt~~,;:~, -... --- --- -- Style 005 nlgid FlreLockr~1 Coupling 0 10,02 1V4MB 175 175 175 @,;<!,V,D, 1\1. - 81 '175 175 175 @,C,F,O,~ A,Y,O,6 - - -- F1raLock FIllings " ., 10,0:) 2.8 175 175 175 0 2-8 175 I .- 175 175 F . -- Styla 073 Flrelock Rigid Outlat Coupling " 10.12 2V~ X:Y4 175 175 175 @,O,Z,7 2\0\ 175 . 175 175 @,F,Z,7 ,. .... . Style 006 rlroLucktM End Caps e 1O,0~ 1Y4.8 175 175 175 1V4- 0' 175 175 175 . ,. - -- "f 10.(1l.,^ ..... . " ,".>' >- h)~ "'i~<'.--i':, . . . MODEL 2000ss Double Check ASsemblY ..1- . --j II I I I II I AMEoS FLUID CONTROL SYSTEMS [ 1...1.. .1 I . Application The Ames 2000ss provides positive drip-tight closure against the reverse flow of non potable liquids caused by a cross connection, The 2000ss can be used in fire protection systems, irrigation systems and other systems requiring low and intermediate hazard protection, . Installation · Simple service procedures, re- quires no special tools, · Patented' cam-check assembly for long term reliability. low head loss, ease of serviceability. 'Patent # 5,046,525 The 2000ss should be installed with adequate clearance and easy accessi- bility for maintenance and testing, The 2000ss may be installed vertically or horizontally. Refer to local codes for specific installation requirements, . Operation In normal flow conditions, the inde- pendently operating check valves re- main closed until there is a demand for water. Each of the check valves in se- ries is designed to open at approxi- mately (1) PSI pressure differential in the direction of flow. At cessation of flow or under a back pressure condi- tion, both check valves will close until the resumption of normal flow. . Features . National Approvals** Approved by national approval agencies, · Lowest documented head loss, · Non-corrosive 300 series stainless sleel constructioll. · 50% lighter in weight, reduces in- slallation and handling cas Is, · Gnly assembly ASSE 1015 vertically approved, · 40% shorter end to end dimensions for compacl, inexpensive installatioll. · Excellent for retrofit applications, · Single two-bolt grooved style cover for quick and easy access, I I @ MODEL 2000ss Double Check Assembly 1- 0 , E C ~ '0' ~J ' ' , , 0 -I- f--- A .1 F ~ B . Ames 2000ss - Weights & Dimensions (inches) e SIZE A B C 0 OSY F Ne~)X1 (Ib) N;~,WI lib) E~ wGales W oGaes 21/2" 22' 38' 10" 3112' 16112' 7' 140/ 53# 3' 22' 38' 10" 3314' 22' 71/2' 215/ 55# 4' 22' 40" 10" 4112" 23112' 9' 225# 58# 6" 271'2' 481'2' 15" 5112' 30112" 11' 375# 105/ - 8' 29112' 521/2' 15' 6314' 373/4' 13112' 561# 1~~ 10' 29112' 551/2' IS" 8' 48' 16' 763# 179/ 12' 29112" 57112' 15" 9112' 54' 19' 1033# 209# . Physical Characteristics Sizes ,2 t12', 3', 4', 6', 8', 10', t2' Rated working pressure "t75psi Hydrostatic Pressure" 350 psi Temperature range - 32"F" //O'F Flange dimension in accordance with AWWA Ciass 0 All internal metai parts 300 series stainless steel Construction 300 series stainless steel Assembly shall be ASSE tOt5approvedtor vertical installations, AWWA C5/0-89 . 2 112'" 3"Ooeumtln,1Id Row Ch..-c'"btkl (IncludlfIQ shut-off rllves) " ~. ~ . ): . . 200 300 400 RowR".(GPM) SOD IOOGPM '00 . .."Datum.". Flow Ch~I""'" (/ncludlfIQ shut-flf( wives) I. 11. " 9 . ~ j: . . ~' :.....-- " -""-- -- , SOD 8OO0PM '00 200 300 400 FlfJrtRII,{GPMj . '''Doeumrnt. Flow Ch,,'..'m (Including shut-flff Yi/vu' " ..-- it' 7 II\: ~ .......... - ;.....-- ~B ~ ~ . j: . . '50 100 750 1000 RDwRII,(GPM) 1250 1S000PM . Specifications TIle double check shall consist ot two independently operated spring loaded cam'check valves, required test cocks, and optional inlet and outlet resilient wedge shut off valves, Each cam-check shall be internally loaded and provide a positive drip tight closure against the reverse tlow of liquid caused by back siphonage or back pressure, The modular cam-check includes a stainless steel 530-666.2493 1485 Tanforan Avenue P'Q, Box 1387 .. . ,"Docum"",ed Flow Chlntl.'ltlc, (Including $hul-off li2/YllS) u " . .. 800 1200 1800 RII"R*(GPM) '000 2400 OP" .00 . 10000ocum",ted Row ChlfKI"lstk, (InclllClinp shu/-oll VI/vtS) .. ,. . o 'SOD 3000 OP" SOD 1000 1500 2000 RowR..{GPM} . 12"Oocumenlsd Rolli ChJNIICI",lstlt, (Includinp shu/.ofl valves) .. I. . . "00 1800 2400 FlDwR.,{GPM} "00 4000 GPM SOD For Information on the 3/4" - 2", see form M82-61. spring and cam-arm, rubber faced disc and a replaceable se~t. The body shalf be manufactured from 300 series stainless steel, tOO% lead free through the waterway, with a single two-bolt access cove< No special tools shalf be required for servicing_ Double check shalf be Ames 2000ss, ..Contact the factory for specific approvals . Woodland, CA 95776 (530) 666-3914 M02,53 3/96 '~ ; , , ;~ " f ,. :.~':/ ,~'H~~.~~ ~{:~.., ~ .:; ',,', >'.', " , ' t ' '., .'; . . , " ~ ; ;': ,'" 'It '; , ~ ~.:'-C?="~~-t ~,.: ~{ ....u ~"""'t'" " ',' ',' I' ,,' J " ~ " I:'?l ,';' , " , f '" ',' ,', " , ~;: . ",', . , '< , ,,', '. " [: ~ ''', . t M .! , , , ',' " i ,'..'. ,.' .:'. ',' . , "I; , ,,'. " '1, ' '. .,,' " .:. . i~f :,. ..' .', ,.: I..., ",', , ~ .,r '. . '," . ,,: . " .' ,( :~ " ' " , ,.... ~, ." h · ~ ;:,:~ " i . " .. f11 ----I r ! n. '1 ~"_......- L " .' "'," " ,', " , . "'~' '..., . , I ~t 1 . '<', . l '.,' ~~. ,; ; , :' . . ',' ,", ': " :~;'Ji "l k . , . .' ," , , . .,.. ..' ... '. .i~ : , i.:~~' " ".., , , " '"" r ."" " .,. . 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" ", , " , ,:.' , ;, DEPARTMENTW o PLANNING AND DEVELOPMENT . BUILDING NS ECTION LINE - 303-234-5933 I OF WHEAT RIDGE 7 0 WEST 29TH AVENUE WHEAT RI GI;, CO 80215 - (303-235-2855) ! Prope OWner: , Property dd~ss: 4515 HARLAN S1. Contractor Lic nse ~o, : 20914 C mp ny: ABOVE THE TOP PLUMBING Building Permit Number: 11755 Date: 2/5/2001 Phone: 3034567453 Phone: 3034567453 OWNER/CONTRACTOR IGN TURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbac dist~nces proposed by this pennit application are accurate, and do not violate applicable dinalhces, rules or regulations of the City of Wheat Ridge or covenants, easements or rest ction~ of record; that all measurements shown, and allegations made are accurate; that I hav rea~and agree to abide by all conditions printed on this application, and that I assume ull r sponsibHity for compliance with t Wheat Ridge Building Code (U.B.C.) and all other ap lica Ie W at Ridge ordinances er his pennit. I ' (OWNER)(CONTRACTOR) Sl NEt DATE?~'~O( Total: $7,000,00 $139,25 $0,00 $105,00 $244,25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: INS /~ LLING RESTROOMS I I Use: BUILDING DEPARTMENT USE ONLY SIC: Sq, Fl. : Approval : Zoning: Approval: Occupancy: , \Nalls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date : Approval: Expiration Date: Approval : (4) (5) (6) This permit was issued i acco ance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Bulldin Cod~Of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire 1 (A) work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period f 120 ar.s. If this permit expires, a n pe mlt 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 sped ti01 and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fu fees hall be paid for a new permit. No work of any manner hall b done that will change the natural flow of water causing a drainage problem. Contractor shall notify th Buil Ing Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before roceediing with succes ive ases of the job. ~he issuance of a ermi or ~ approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions of the buildin s or ny 0 r ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: APPLICATION FORM Property Owner: Property Address: Contractor License No, : Company: 14,b(,vc- Tt-e.. r11/ ~ IJ 7 H 6 I.{')-I) {.fi4rtc.//1 5+ Phone:'J,,3 '-15(- 7 YD Tap Phone: ?) c ~;;z.., ( ~,f') 'i 0 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh at Ridge ordinance, for work under this permit. (OWNER)(CONTRACTOR) SIGNED < d. DATEJ~)--o( Total: ..s (/000- Use: Description: Approval: Occu pancy : Walls: BUILDING DEPARTMENT USE ONLY ,. ;d,li~). SIC: \Y'~ , .:.'/ ~ ~y ~;8C~~D \ 0 \~ -~ Roof: .~, <~~!~esidential Units: Sq, Ft. : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yo~r application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work. authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid (or a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Insfeetor twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with ssive phases 0 the job. The issuance a :~pproval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ofthebUl S/ / I ; ordinance, law, rule or regulation. Chief BUildi~9 Inspe~ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (4) (5) (6) ;., , ( " ". DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 11741 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 1/31/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4515 Harlan Street Contractor License No, : 20913 Company: N,S,E, INC, NIETO AND SONS ELECTRICAL OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 3034350557 Phone: 435-0557 I hereby certify that the setback distances proposed by this permit application are aCC\Jrate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U,B,C,) and all other applicable Wheat Flid~e ordinances, for work under th;;ej' J (OWNER)(CONTRACTOR)SIGNE~pi''''''''A- ~ ~S4 DATE 3 () Total: $1,500,00 $54,00 $0,00 $22,50 $76,50 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: FIRE ALARM BUILDING DEPARTMENT USE ONLY SIC: Sq, Fl.: Approval : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 20913 Company :N,S,E,INC, NIETO AND SONS ELECTRICAL Expiration Date: 1/29/2002 Approval : Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : Expiration Date: Approval: ~~l (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorfzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any mann all be done at will change the natural flow of water causing a drainage problem. Contractor shall noti Bui! r twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wi s the 'ob. The issuance of a or p: v d specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building :,an th r . ce, law, rule or regulation. (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: APPLICATION FORM Property Owner: Property Address: 4-S:-, s- tffrtl (""'" S-t-. Contractor License No,: '2CJ '11 ~ Company: Ns E +:;'IJ L. OWNER/CONTRACTOR 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 the Wheat Ridge Building Code (V.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~OA..;...... C;, ~QoATE 1/ B ,I (7) Description: -hR.!;;; AI- A-R- c,,-- BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval: Approval: Occupancy: Walls: Roof: Electrical License No: 'La q / 3 Company: N<5E:::::J:JJ L - Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Phone: Phone: 303-4S'5-0Sr? Construction Value: 1m 0 "'...!::-- Permit Fee: Plan Review Fee: Use Tax: Total: Use: SIC: Sq, Ft. . /, /")../ I " , ,\ .I Units: I...:...,'....:... ... :....LMecI1anlcal License No : Company: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yo~r application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If thIS permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before proceediing With successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION '~,~., DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 11730 1/30/2001 Property Owner: Property Address: 4515 HARLAN ST Contractor License No, : 20911 Company: CHRIS M, ROMERO OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 303-456-7453 Phone: 720-363-8853 (OWNER)(CONTRACTOR) SIGNED DATE Total: $46,000,00 $603,85 $392,50 $690,00 $1,686,35 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate; and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a!j!ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U,B,C,) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description : Tenant Finish BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: OK per comments. 1/30/01, Approval : Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : Expiration Date: Approval : Expiration Date: Approval : (4) (5) (6) This permit was Issued in accordance with the provisions set forth in yopur application and Is subject to the laws of the Slate of Colorado and to the Zoning Regulations and BuUdlng Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 day's. - If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No wor1c; of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before proceedling with successive hases ot the job. The Issuan a permit 0 e approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ofth . 9 therordinance, law, rule or regulation. Chief BUi;ding Ins~ (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\ON Property Owner: Hill b 'THE Property Address: )/5/5 IIIfk'LJ1 fI -sr Contractor License No, : Company: \....:... ,VY\. . Ro """''<' 0 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number: ! l130 Date: Phone (5:2~.y5'~ - 79'5'}3 "'-- Phone: '\ 'O-D ~V::~:;'i?:~:S~ I hereby certify that the setback distances proposed by this permit application are a~curate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge o.r covenants. easements or restrictions of record; that all measurements shown. and allegatIons made are accurate: that I have read and agree to acide by all conditions pnnted on this application. and that I assume full responSibility for compliance with the Wheat Ridge SuUding - Code (U.8.C.) and all other applicable Wheat Ridge Qrdina~r wor1<: under this permIt. COWNER)(CONTRACTOR) SIGNE~ ~ _ I.~~. _ DATE ~h'ih/ (DeSCriPtion: \-2-V\.Aj:-1="\'h\~k. CP~<.",O"'-(U\) I~onstruction Value~ l.\4, )t.(j), D P Permit Fee,:.. UJ'3, "65 zp {z. P Use Tax: ?lC)a. SO i<><ilO,oD Total: \ (':''bto,-:r:" Use: eO\\l, \ J,S, 00 \51\. '':jS I BUILDING DEPARTMENT USE ONLY . .Jf'J~; ?<tit!JIt(J,,>~,,: SIC: Sq,Ft.: Approval: Zonirog: Approval: /pIC- - per- w>rnn->'~r>f:$ /J7 1~~10I JAN 1 7 2001 :HUI.:!..!.J:~' t~"'~>:il}ldll~ ~\~.LcJ..i~\.~ Approval: Occupancy' : Walls: Roof: Stories: Residential Units: C-.Ele~~...,s c-"m~ Expiration Date; ~ '1~ / Approval : -'-' /~. ---- CPlumbing License No " q I.{~'", Mechanical License No: CQmpanY~~1br P\~ om , Expiration Date: ~ /3/b / Expiration Date: Approval: Approval: Y\ b V\ "- (1) (2) (3) This permit was issued in ...........lOg with the provisIQns set foIth in yopur application and is sucject to !tie laws at tI'le State of Colorado and to !tie Zoning Regulations and Buiktln9 CocIe 01 'M1at AId!;!e. Colorado or any ott'ler applicable ordinances of the City. This permit shaU expif1l if (A) U- work authOrized is not c:ommenced witrlin sixty (SO) days fn:Im issue date or (8) the building autt'lori:z:ed is suspended or abandoned for a period of 120 days. If this permit axpires, a new pemit may be acqWed for a fee ot one4'lalf the amount normally requited. Pro\lided no ctlanges /'lave been or will be made in tne onginal plans and sP8dflcatlons and any susoension or abandonment /'las not exceeded one (1) year. If changes are made or it suspensIon or abandonment exceeds one (1) year, tuII fees shaU be paid for a new pemtit No WQl1( ot any manner 5hal1 be done !tIat will Change ltl. natural trow ot water causing is drainage problem. Contractor sn~11 notify ~ Building Inspector twenty-tour (24) /'lours in adVance for aU inSpedlons and shall receive written approval on inspecUon catU before _."9_ 'llCClISINe,-- 011110 ioO. , The ilSu~c:a of a permit or the JI)ptOYaJ of dtawing.s and specifications shall not be construed la be is pennit for. nor an approval of, any violation ot the provisions of the in Of" any otlw ordinance, law, Me or regulation. (4) (5) (0) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING I SECTION LINE - 303-234-5933 I OF WHEAT RIDGE Date: 75 0 EST 29TH AVENUE WHEAT RI G ,CO 80215 - (303-235-2855) Prope Property ddr Contractor Lice se C mp ny: OWNER/CONTRACTOR S GN TURE OF UNDERSTANDING AND AGREEMENT 4515 HARLAN ST Phone : 421-9660 Phone: 10298 3/28/00 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: I hereby certify that the setba dist nees proposed by this permit application are accurate, and do not violate applicable 0 ins cas, rules or regulations of the City of Wheat Ridge or covenants, easements or rest ctio" of record; that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume ull r ponslbility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other ap Iica e Wheat R.idge ordinances, for work under this permit. $2,000,00 $69,25 $0,00 $50,00 $119,25 Use: (OWNER)(CONTRACTOR) SI NE DATE Description: Build a fe ce around the north patio and from the building to the property line on the south, See attac ed rawing, BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: No fences over 6' allowed 6' fence only Approval: Occupancy: Roof: Stories : Residential Units: Electrical License No : Company: Mechanical License No : Company: Plumbing License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date: Approval: This permit was issued i acco ance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin Cod of lJVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire I (A) work authorfzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period f 1~0 ays. If this permit expires, a n pe It may be acquired for a fee of one-half the amount nonnalty required, provided no changes have been or will be made in the original plans and speci tion and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fu I fees hall be paid for a new permit. No work of any manner hall b done that will change the natural flow of water causing a drainage problem. Contractor shall notify th Bull log Inspector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before proceediing with succes lve p ases Ofthe/'ob. The issua of a perm or th approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the in cod or 0 er ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) ~~@' ~ 0 ", .;.J ... (' 3> ~ ~,r- ~ -I ~ ~ '\' c: ~ t\I f Q3 'fo. :;[ , c:::... ~ t. o'S c-. ~ -t: ;:} (I) 'iSl 1'> (') ti) -< -r:: ~ 'O~ '" ::n IS" ~. ::t: C -t ~ C ~ ~ / o~ ...' ~ 00 '" "'J} '\::l a ~ '" s c.. ~\~ ;"1 c- o (fI E nl , ~ Cj :-I '(: 5' .... 9 cr, \'I. <:::: 'I'> '" - ~ 1= ~ r- 'V ~ t:: 7.TVl 'f :c... "Y ~ 'J> "'l... l2 nfJM 31113(1 ~ Vi ~- ~ ~ ~ ~ ~! Wi g~D.~g.... c5 _o.:r n D.n ..., ff .... p.., n g u.a c..l'Il~ 0 g i:!!i.~g~!i e.:;.~",co C'._.no~..., :::s =' I'll c..s,c;" <ro :;.'8 ~ (JQ ;l :!l tpn~..2_'VJB- 0'0"""3'0.. S -~l:1''"O 0.. -, g " 8. a iil :il ::s ~ .... ""'0 ""'0 "-tier.. n ~.., <Ol 3 _.. <'" -. -< n.. P&.~5-S~ 8'~(")'Cl''J_ " c: B g 2 S''<f!nobS tr(")n!aoC'o ~ 0 _'", ~" . ~ 0 _ ....":oq ~;'Tcr!5;:soo 6' 5 8 ~~ a ::s,-,. a o"n~ . o' _. go t.I g. n j~CI",< :p.~ '< C'\ t\ *" ,(!; "r' '!\.> () ::h c().,~~!f ~ ~;K~",~ <;: 'l:: l:: lor:~, t:. I'>: D ~!!?~ (..,~ ~~...... ~ l '2:.. a s:: ::-\ 'E:' ~ ~ Q 'll ~ r'\~ ~'~.0 (' t: CQ ~ ~ - , i=.~Q)\, *~~t\) oa~l':', ::"j~~~ ~~ ~10~~ ~ ~. ~ ~ ~ L; ..c...r" ~. )( ~~() ;r> .!11 - ~;J ~?~ g ~ 'v1 f"\ a~QI ~ 0- ~ ~ R ~ ~ i~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date. APPL\Ct\'TID N Property Owner: TN E lJ, i'V\ A \ Property Address: 4 5/:5 I-iA~L~ Contractor License No, : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I T/?f'tUrolJ GlJi?Y, pIo/7/r',,5-> OWC/L 3 3<>3 ST, vJfJ&m 2'''IJ.j(, CD, 't"'-,5 Phone: 'fL/-7Q;O Phone: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application. and that I assume full responsibility for compliance with the Wheat Ridge Building Coce (U.B.C.) and all other applicable Wheat Ridge ordinances, for wor1< under this permit. (O~NER)(CONTRACTOR) SIGNE~M~ DATE3!u/2c~'(' V Construction Value: Permit Fee: Use Tax: Total: Use: Description: '?J41l0 A 1NrlQi.tJ~ TcJ 1l-HE F f'/.JCIZ.. ttto.1/vD pi-v (Ji;!.7'1 LII'...-IL Trlti. /~()~7t1 el!7~o I'9.vO 'F~oy'V] '/dfi oU 7!/i2' :5O.t71/. 5",,,- q+1<-cl.M '\J~wO ~on!'lg.I,;Ol!lm.~nm:; Approval: Zoning : ~ _ \ ~!.Illlllng~o..romenlS:a Approval: A C. !::.!I~IP.3VV:q!!!S-~~mm~~ Approvai : . Occupancy: BUILDING DEPARTMENT USE ONLY 1'0.' ":f\"(~~ c:.'\.c\ ~/ C\.\ll'Q'E(~ ,SIC: Plumbing License No : Company: A RECEIVED ~~!\ R 2 .) 1Q9t) 3 I Please Note: G FfJtJce ~er I contractor is rcsponsible for locating pro . O,,!/ hnes and con,tructing improvements nccording to ., "ppr~ve~ plan and required development stan The City IS not responsible for inaccurate infOrmal submitted within the plan set and any cOnstructiOll ~B'8f~ resulting fro'8~te inforrn!iiftlijpen Walls: Electrical License No : Company: -:V.. Mechanical License Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This pennit was issued in accordance with the provisions set forth in yopur application and is Subject to the laws of the State of Colorado and to the ~onlng Regulations and BUlldin9 Code of Wheat Ridge, Colorado or any other applicable ordinances of. the CIty, This pennlt shall expire if (A) the wor1( auttlonzed is not commenced wlthm SIxty (60) days from Issue date or (8) the building authorized is suspended or abandoned for a penod of 120 days. If this pennit expires. a new pennit may be acquired for a fee of one.halt the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if Suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennlt No work of any manner shan be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before prOCeedilng WIth successive phases of thel'Ob. The issuance of a pennit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or an other ordinance, law, rule or regulation, (4) (S) (6) Chief Building Inspe or ~ S~ATE OF CALIFORNIA State of County of ~AN DIRCO OnJan, 20,1995 beforeme,Lena v, Collins,NotaryPuL.:ic (DATE) INAMEITITLE OF OFFICUhl,'JANE DOE. NOTARY PUBLIC") personally appeared HUBERT G. SUMMERS, lli, INAMEISI OF SIGNER(Sll [] personally known to me -OR- 0 LENA V, COL!.INS~ Comm. '1047192 'fl OTA-PlY PUBLIC. CAUFOAN SAN DIEGO COUNTY ConIm. e...... Jatl. 2. 1," ... JllXIll<~xkk~..e baillS,oOtx sa l\MdeIlOel<ltll~ p;etSOOc{sk~) 19'kil'9'~g~ witIxi1Jx:inst~Wc ~~--= umecx,gI'lXx~ ~~",fJiAed<K~I, ambcDhetW~ SjgnatldJ<e/ik~ ="'tW~I, ~x~&~~~~~k Oll x....nio:lx xtl:tex :Plel'S()l1.( s ~ ~tedc,xx~~XXt!.~u<. :iIwt_IIl<, Witness my hand and official seal. 15EALl ~-r(V 7/ &~ ..,. lSIGNATUAE OF NOTARY) ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. l1-IlS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DeSCRIBED AT FliGHT: Title or Type 01 Document Number 01 Pltgel~OateofDocument Deed Signerlsl Other Than Named AboVG Rob e r tHo & Jam esT . Jan. 24, 1995 RIGHT lliUM6PRINT (Optlonan " i , ~ ~ CAPACITY CLAIMED BY 8IGNER[Sl OINOIVIDUALISI OCORPOAA TE OFFICEA[SI ITITI.lSl OPAATNEAISI OUMlTED OGENEAAL OATTOANEY IN FACT OTAUSTEE(SI OGUAAOIAN/CONSERVA TOA OOn~EA: SIGNER IS REPRESENTING: (Name of Per,on(.1 or Entity(l.,1 AIGHT THUMBPRINT (Optionall . , i , , ~ CAPACITY CLAIMED BY $IONERI$1 OINDIVIDUAL(SI OCORPORATE OFFICER(SI (TITl(SI OPARTNEA(SI OLlMITED OOENEAAL OATTORNEY IN FACT OTRUSTEEISI OGUAADIAN/CONSERVA TOR OOTHEA: Summers SIGNJ'1l lilll q.,....~.....,-,..- STATE OF COLORADO } ss County of .L2....).-?7~ 1- ," ., . . .0 '/ da oL;LC"...-:' u:~ The attached instrument was ackn~wledged before me this y -- V G.6er 7 ;(/ <:::?/ /77 /7?er c, 'by 0)' ,19_, My commission ex.pires /.J. -/3- <; '7 !MELINDA BICKFORD' - JI t '''-r,,()TARY P!Ji?!.:G S';t\'~-' ,J ..';V'i~:f:.-/"l l _.N,>",,"h' ,.~ - M'IComrru5~,i"x.;.,If;, .';'-;.r~1 WITNESS my hand and official seal. ,ij ~p~f ~~~.. Notary Public ~. ro.~._CL\RIljJ)? __ll!.I:3J)92~2500 1.92 .. ,0 ~o ~o o~ ~~ ~~ .. ~~ ~~ o. " ,. "" ~i ., -. ~! ~~ > ~{ !~ ;:; "0 >" ::!(;l g~ ~" " 0._ :!'z r ~ ~ ~d~~ g;t~~ ~~g~ OQ)o-l .2:l~ ....:i:)> > ~~~n1 ~ 0 . .. ! , z t o o DODO o C) -l)> :t ~ ~:l "':1:1"'0 ;D 0 -l:t' )'>::l;i; zu;-< 2-z z "'00 '" )>Glr- SJ ~ ~ ~ < ", ~ ~8 o r > C ::;'::D-l ~g~~ st;.a.a o.?- -'0 ~::r~ 3 moo Cl> a.~ _~. g.~ ifg O~IIl... C. 0.1'0 3'00.0 ro-'OC ~<Ocm !"'~~~ moo _mo ~ u;'~ C 0 g-S:E ib....C>I 3.z a ~ E..S" <J<lI.... 00" "0. 3 < 0 ro _2- , . C m. 3 ~1Il:J 5-aCi iii"iii-5- ~.g~ g~.~ .0 _'0 o.~ ",:-::! , 0 < Z " ~ . ~ > > ~ " ~ " :l m Z ... o z z o ... " " -< ~ ~ > " 000 g z ~ > 0 > ." <: !:!: gg~ ~ ~ p "'(i;~ -~ o . < . " ~ > " ~ ; c 'OPOf'HUM."l.. ;' S ro ~ ~ 3 -< :T " ::J Q " ::J Q g, i)' ~ ~ '" ~ .-- r~~; ~ m~~ to. ~o ..~E:t~ I<~;(l~ ~dbJ: 1- :i--Q)fIl ....(.1)-- '..--~ , 0; x " ~ C < . ~ . , ~ ! z S ~ ~ o ' :;iii . , ~ S '. ,. 0; . " , Z ~~ I ODDo 0 ~~~; ~ ~ ~~~~ ~ ~ I' ~ ~; ~ I" * ~~~ , , z E _ ;: ;; ;;l ~.- d l!= 1:1 , ~ u ~ ~ o ::J ~ -< " ::J o :; ::J (; 3 '" 6 '?' o u '" ~ r ~ o ::J ~ -< " U U '" ~ '" Q (') (fl o ;;; c ~ ::J '" :< 0 - s. J 000 gz~ ,0. ~ <: !] :tI g ~ > > 0 ~rr Iii!: - ~ o . < . " ~ , ;; 10'0' 'HUM."''' , 0; x " ~ C < ~ . " ~ i ! - RE: PROPERTY ==S: 4515 Hl\RU>.N S'IREEI' E'SCRCW N:l: ACl314 ORDER N:l: AB0405736 The undersigned parties having :reviewed the Note and Deed of Trust to secure the above captioned prq>erty hereby ack:ncM1edge, agree and canfinn that the tenrs and provisions of the instrurrents reflect the parties' intentions, further the parties hereby agree to hold Land Title Guarantee Carpany harmless in the preparation of the docurrents by it in accordance with, and at the direction of, the undersigned parties, DATED: January 24, 1995 d/kA~y:ld~uw/A~ ~ CIARY ~ ~i~ ~\~( BENEFICIARY Cl ~-/ ~ GRANIOR , ~ Further, the undersigned beneficiary hereby ack:ncMledges receipt of the original Pranissory Note on this day of BENEFICIARY .1'; ,[.1 ;p.. I'L ..~. ,..," '. ..... "~' ,'.',' , :-".:; _:..~ ,t.l~.. '-' , .. \..., . ~ ') . r .~':' ~V~:~~. i:~.:~. . y'~~~-';'~r~l':'~' J:'!i.L: lfr::F"'~_:i':l. ~;'f[~ 1~:::: !"';[':+;':~~(;~i' /;',:',;;::, :~i:!~~i:,.,:2:',!L.;,:'- ,", ;! ;::\\.\::;~?tf.!:1r!f!'H~~~,N:t','.' ,':i"f . L :);rL, '''" '. i ;It~\-,,' ;":;'0' , r ~f:i;fj!:;;\:r~'!irinf:foit,!t:;', .:.' f:i;':J::,~." , " ,fCr:fX;:'" '. ~ r:. '. ;!!~trtf?f:'i;;fi~:' ,~~~!t";-cr~", ,!~!:t1~i~";H~i!}ti~':;;:h.jtt'F"'~1l"'''lt' "'~~l'I"H!' ~Ti,:Ii;!,'iW,~~" [i . - : n;'i'< ;':; f~~i:'~~Jr-,'~..','f.f.:',:'; ','l:nh,.r:~':; ';~;i~; ;"t:r;:' - ...,...~,.,_..."._.,,':'.-~... '''I. ... -. ~"\ ;''';'~'''.;':'~~'''' :~~,;,~"~'~"'~ ,:,;;;....;.t_~=: .O~ "'- ..... 'j.f N o " A ",,-:;, , Iii ,I ,. ... E ::z::-~ .69 OJ ~ tv '< ,9Z~ =" .. ., M . II . ~ :x: . ! ~ , . m > )> "' [j ~ " .... > :x: " .t.I' ~ 0 n '" Q r " < n ~ C S c, OJ ;;1 . , . ~ AI ...U , . " )ll""UOS Ui~:)"'O~ l " ., ,- .I.UI . ;;; . > ~ ~ ~ > i:; ~ .. ~ .'M'. > " ~ '3 '" ! " ~ r ! t 1 ~ 10. , , 1 . .u T l> () () m lJl lJl .9~Z l3'3'MlS NV'l'MVH NV'ld 3J.l5 \f 'IfQPlX3 [~- " f'.C- " t n l: ~ tI1 Vl ....j .j>. '" ~ ::r tv ~ J>, ~ tI1 Z C tI1 F c [ ... 55300\1 [ r r: [ [ [ , r r ~;.-""-:--_- COUNTY OF JEFFERSON, STATE OF COLORADO CERTIFICATION I I ~ t I I, Euqene A. Burdick, a Rl!'qistered Professional Engineer and Prof~ssional Land Surveyor registered in the st~~e of r.olorado, hereby certify to UNITED BANK OF DENVER, N1\TIONAL ASSOCI1\TION, Trust...@ and to NQRWEST BANK DENVER and to r,QCl\.r. SF-RVleE CQRPOR1\TtON. T\ coln['Ido Corporation ann. to [.1\NO Trrr.E GUARANTEE COMPANY that a field ~urvey of the property rl-sr::rihed h"'r..nn Wi'\<: <:'<Jnrtuctl"d unrt...r my (iirectir>n 'lor! ~'lr...rvision ~nd ~nmrl.t...rl on P"'c...mber 14, 1989 and ~gain on .1'1ly 10, l'~'?": t. h'l I: , to Ih", b..zt of my inf",rm",tion, kno~l",(lg", '1nel belief, th.. il.tt.ar:h..rl ImprovE>mf'nt Survey Plat cnrr':"r::tly Sh0W.<' illl hnII0'1:'Iri..$, t.ho;- l<Jcati."n ~f all pins "Inn monl1m"'nts, t_n"!' lnr::ation of all strll~tllr..$ ~it\1i'1t,,'1 on th", rl..sc-ribl:'cl p~rc..l, ~i'ls",ments, visibl.. ~ncroacllm"nts, ~nrl ~ny f"nces, hf>og..s or w<l115 on or \.Iithin two fef>t of both si.d".s of all botlnrl..ri"!s of said parr...l. th", h~':ation of all visibl.. utilit_i..s IOC:::lt...d on s::lid parc..l and all llnd"!rgrollnd utiliti",s for whit:h ther~ is visible sttdil.cI:' p'viden.-:e, and th.. location of >111 '!'>ls"ments, und".rground Iltilitii?s. tunn..ls for whi.-:h ri?cord evid..nc.. is avaiJ~bl.. fl'om th.. ~Ollnty ~l"rk il.nd Rer:orcl'!r or for which infor:T1il.tion was made -'\v::tilahle b..sed on informati.on contain..d 1n Land Title Guarant.ee Company title im:urance C"ommitm...nt No. ABP0405736-4, dat...d June 15, 1994. NE Cor. ,vw:{" ~.z~. T3S, ..;zu<?N O:Ovnd CO tV. ,Y.1"" ~ i~ ;"m9" f3C.) LEGAL DESCRIPTION: PARCE~: " .." ~ Th.. north 108.3 f.....t. of the w..st 207.4 f..et of the east 237.4 f"!'et of the south hal f of the Northeast Quarter of the Sout.heast Quarter of the Northwest. Quarter of Section 24, Township 3 SQuth, R~ng~ 69 West of the 6th Principal Heridi~n, County of Jefferson, State of colorado. ~ I~ \...:[" v, " ;,: ~I"l '1:' - o-l~ ~n ::q (jl~ ~ " ~ on I~ I~ Pl!_~~_E.L_~ : Lot. 1.1, Cl\RPENTF.R sunD [VT StON, ell:cppt t h~t por t i on d"'."'("'[; h..d ~s follows: R~ginning at._a point on th.. w~st boundal'Y of th~ .c;aid Lot 13, which point. is 30 ff>~t Southerly from the northwest corner of the said Lot 13; thl:'nce Eastl:'rl y "'-nd parallel to th~ northerly boundary of said Lot. 13, a distance of 15 fe~t; thence Southerly and parallel to the westerly boundary of said Lot 13, a distance of 59 feet, more or less, to 'l point on the northerly boundary of tract describ..d in B(}ok 1587 'It P"g", 366; thence Easterly along said north..rly bOlmdary, 20 fe-..t, mar'!' or l..ss, to the north",ast corn",r of tract des('rib~d in BrJOk 687 "t Page 366; thence south...rly -"1,,n1 ~3sh.rly bOllnd<'lry of tra<:t. d..scribed in Book 687 at Pflge 34=>6, 17.7 f",~t, moP' or ll'!ss, to southl:'rly bOllndil.ry of said Lot 13; th'!'nce WO!'stedy along s-'\id souther.! y boundary of Lot 13 a distance of 35 feet, more or ~ess, to the south~~st ('"rn",r of ~ot 13; th~n~". Northerly 76.7 f~et; more or 1...5s to t.hf! Tru~ Point of Beqinning. County cf Jefferson, St.at", of colorado. SECor. s1.i NEX-SE/'.,/VW:!< 5:r::. Z4. 735, ~(./?IV' ",~;\\~'~l~~:i~I'.,!:",,, ~~\ ~,,~;,",~_~:1J'J"~~ ff S ..~>,..w:~J ,-..~.:;}I;\. lii(l 9010 '~fl \~i;;;~,ii,~f~l B ..... '" > ,i ~ , ~ NOTE: Sllbj.ct p~Dp~~ly is not located wtthin a deSignated flood ha~a[d area ..,c . "- SE Cor. NW~ ~ ~,Z4. T-35,Rt.Q;v I CERTIFICATE OF SURVEY V;"d CDW MM i In Ra,.,oc 50><) I , ' IMPROVEMENT SURVE'y' PLAT -' [g;1 Il Boul7daro/ and .rl?7prov~m~n,L 5ul'vt:~ <~ J=&rforLorl5, C4J<PENTER. SUED/ViS/ON c c .~ JeH~rSon ~- Counf<.: Colorado law ~o you must commence any ~cii !rQ'> ~ survey ", cfect In within 0... Job No. t-..I") E~ BURDICK ENGINEERING COMPAN'I ~~ : iscover such defect. In no /2-/8-89 9/04-/ >n any defect In this survey I 'iI-date '2078 7-tl.U :~ ~ct Engln..rlng " l.nd Sur_ring -1 Bk Pg 2103 S. WadSwor1h QIYd . G..,(l." Level NorIh Sh8et No, ears from the date of the N" -... D.~ ., 8172- Co.!> L.;lkewoCHl. COlOI.OO 80221 / of" I REVISIONS DESIGNED BY DRAWN BY CHECKED 8V , NOTES' I) (Prop)" Prop~rI'j L/nt:' 2) --C:---. ~d""5 8of'.ft1Jp~9:J,() 3) ",,4r/!,Q ;: 46, '97fe. s.+' r or /.0655oc. :!" 4) f3l!!'oonq Basis: E~-f L/ru 01' NW% 5echon 24, T:J5; R",QW bears 5017'03'2[<'., assumed " NWa". A1W:t.. fkc. 24. 135. Rt'flV (Fd. C.O"';. M~ in Ronqe (fOI') 58'i'....;t...40.~._Z~47.Z.,' (J..rrsJ ~ o ~ '" - .., .0 15 GI?APWIC SCALE I" "30' r:- E' w. 4(, fh 4 VE, ~ ~ , I I I , , J ~, ~I ~! ;., .. " .. 1; '" ',,' ,'" ~I ~! I S'8<'J06'59''E, 227.99' (Prop,) <lO'C.H'b Cuf I(J 2-3' 17.0' ..:-'2 JlL.:r -.'!o" ~ S;, ~~''"'1< Ho/.,.. , "':' Arl!'a II ~ C h tlnpoll4.d PARUL 8 I tJ I yl510 SUBO' ! LJ~ 88'10'57" . R.: /5' /." L' 23.08' Ch'S44<>08'40"c, 2D.87' /; [,.01' ...cJZ- 1-.;----1 pe:rJ'~ I ~ C(J".,cr~~ t2 I _1- -- ,,) Cp. , h'" ,~.J~l L II II r----- n ! (iPt''Obll'-, frv Q 45-0" If7l (prop) II C,r I "II. u.1 2VOC' I 1"""3 I I l~ cap;;b ~I I : ~ "I' I I L_____ I 1AI , f'..C L......___-.J 'l/) I ~ 55-a pp "I'~ C/Yr /OCJ.S' Lof Lim:. , ~ ~ A~pJTol+ Porkin.9 Lor- LIne. , ~ ;.. I' " ~ 44' ~I" -{ L ~l~ ~I' , N ~ I; " ; 40.,' R~. O.7'Cktlr ~ t) " lri ~ ~ 0.5' ~-) l'~\ " "",, '"", "'"', ~I ~ ~", ~q~ i We'.:StLif?C'Dr W Z07.4' tlF e Z37.4' tlr sfL FEy" 5E/fI. NWI4 .5x.24- l , ;"",13' .5'9") , 51/1(1/(' Sforlj Mq$onrl/ 8uild/r'lq- "'45/5 w.,ftlr !-ft;t.Ttzr , , . ... ~ C ~( " < , ~ I I PARe LI A -rI'Il- I 'IA-~ qtl 7'0 tjrv ~IP ~ tl~\~ ,\9.>5' Z07.40',P",p.) 2.'15' EI~ L/ltr'f f()().S. 4'i.O ,-v..re.,r E:'7.f-r'j N89048'S8"W, I PJ>Ar~ ;;t ,56 Co,,", IrKn ~'" 'I,' , t C,3~; k 1/'" -\' 0 r ~o' -riD 5~1- F<!:nc.e 04' Cft!i:J" Sw Cor. NJAJ'N. y-/:, Z~, r~5. K(,.qlV (r.:t. CO.IN. Mon. JL::P"'" 50.) l' N~4e'IoYv, Zr,..(;q.l'Z' (NTS) . ~t<.. '. ...-:. ._ t.~' __ . J\~f~:~i!fi!f[~llili Ii !:j~~f1t! ',I!' ill~ 'rl~~ ~!! J~t", I; .~\,:~.Il:,.I,l','!:" H'~~"'r"';!~~~;-;'''f~!' : fl!f::!}!!;, ;it;~::?t:rir: '.' ~ '.b"':. . !:tf.-r, ,,;,~,:,~,.t:." ,"'\1;;. ,t:.; ,,' !!.(\fii: ~.'_:;, -.. (l_t_ ; ~~l Il:fl';"I:'.ii;:'~.~tS;i,- idi~r.:" l ".0,",' ') ", "I" , ".',. ':.: '-~ :. t.'~.;.; ;" nrr;~?f.; \:, ;';_::r;;'~~': !.:j' iJ ~'!gt\. ;:' ~~lOT HARLAN STREET 215' " ,:'~ " ,,:::1<'.., l li~~' i !,f,-~,..,i""'.':.'~,..~.:-,.~,,.,'~,::,:"',,'.;."'.,';',,_-,;,',!.,",;.-,':,r.,'_:.'.~,',.,J,..~,,\'~.; :",,~,..". . j . r":/t~:I~Pirni,'i}r:,,, , PLAN t:I;IlU :fll+il'ff'\':, ~i;'(4r!'H I"";' ',Ii : ~.;:~~~;~~:~; .1~~!~J:j!;:-,,":~\'<)t.: :~1:;).: ~;i~;~.~\",~~;; ',~'''),~ '~.::F:';::j,h:.- ~ '"1 :'''' ~,r1~:~':'; . .'.. .I,....~~~:T .~~:.....; ::l';" E.,{....~. ..."."."......,'~" .'." " ; ...;~,:,::. """'l" 103.3' J ~ I ] g5 z U-1 ~ ) N .c~ ~'" -.0 V E- Vl t.ll ~ I ) :1 . ' :, , :) I :] I ~1 \ , 30' :1 ,< - ., 106,7' c:J ..J U! Ll n: c:l 0. I I I I I I 17,7' I 1 I I I I I I I I <l: ...I W t.l c: c:l a. 00: <- a N 108,3' b N 126' ~. L) " 59' ------ ::z::: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 7447 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7/15/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4515 Harlan Street Contractor License No,: 19809 Company: COBRA LIGHTING & ELECTRIC CO OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 421-9660 Phone: 458-1171 (OWNER)(CONTRACTOR) SIGNED DATE Total: $1,310,00 $45,00 $0,00 $19,65 $64,65 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: Add recessed cans under 3 canopys, , add time clock control BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: Approval: Zoning: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (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 are made 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 Insfector twenty-four (24) hours in advance for all inspections and shaH receive written approval on inspection card before proceediing with successive phases 0 the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pannit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. UI A.Ut /Y)~517It2rI I(~ t1 . Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 II I C- "'To1U( F=- r T;U C S; S "-I S' / S- H /f-.el../T tV ::> '( "of r-7' / c; So 9 Company: CoAe/:r?-/6-Hnlf.%... 8-- ,l::.7-cc.:TJeLC- Phone: 45'6-(/7/ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: /?/t). 00 Property Owner: Property Address: Contractor license No. : o.-c;rJ IE iC- Phone: L./ ;z 1- r~ r; 0 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 3Qree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicab eat Ridge ordinances. for under this permitL (OWNER)(CONTRACTOR) SIGN ex DATE 7;f r(1 Permit Fee: Use Tax: Total: $0.00 Description: Jt f) 0 h!"CF$ezJ C' ?t-/VS t/"uDt5)e..3 c..t"I-/VO/''( :so /f-Dt:> I/MC~Tt> C6~{)C- BUILDING DEPARTMENT USE ONLY Use: ~.D VrJJIlL1L f~q{~ommll.mS.l Approval: Zoning: (W.1R1~m9omml!n.ts~ Approval: c..lIJ51rc;,wo~KS16.9.n:!I!I!!n~ Approval: Occupancy: Walls: SIC: Sq. Fl: Roof: Stories: Residential Units: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date : Approval: (4) (5) (6) This permit was Issued in accordance with the provisions set lorth In yopur application and is subjed. 10 the Iaw1 01 the Slate of Colorado and to the Zoning Regulations and Buildill9. Code of Wheat Rid~e, Colorado or any other. applicable ordinances of the CIty. This permit shall expire II (A) the work author\zed Is not commenced within sixty (60) days from Issue dale or (8) the building authorized is suspended or abandoned for a period 01 120 da)'s. If this pennit expires, a new perTTllt may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifICations and any suspension or abandonment has not exceeded one (1) year. If changes are made Of it suspension or abandonment exceeds one (1) year, full fees shall be paid (or a new pennit. No work of any manner shall be done that will change the natural now of water causing a drainage problem. Convactor shall notify the Building Inspector twenty-four (24) hours in advance fOf all inspections and shall receive written approval on Inspection card before proceedling with successive phases of the iob. The issuance 01 a permit or the approval o( drawings and specifications shall not be construed 10 be a permit for, nor an approval of. any v6oIation of the provisions of the building codes or any other ordinance, law, rule or reQulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION '~,'"":~ !"'B"!f'1Im<:"'W~y,~d~,:,~"~..,.,,, "r<<r!1i~..",), . . . DEPARTMENT OF PLANNING AND DEVELOPMENT ... BUILDING NS ECTION DIVISION. 235.2855 I OF WHEAT RIDGE 7 00 EST 29TH AVENUE W T RIDGE, CO 80215 111,1111111'" -' Building Permit Number: Date: 7368 . 6/29/98 t.~"- Prope ner : Property dd ess: 4515 Harlan Street Contractor Li nse No. : Phone: 420-0353 OWNER/CONTRACTOR Phone: (OWNER)(CONTRACTOR) S GNE DATE Construction Value.: Permit Fee: Plan Review Fee: Use Tax.: Total: $3,150.00 $75.50 $0.00 $78.75 $154.25 I hereby certify that the setba dis nceo proposed by this penn~ application are accurate, and do not violate appncable rdina ceo, rules or regulations of the City of Wheat Ridge or covenants, easemeots or rest . s of record; that all measurements shown, and allegations made are accurate; lhall hav rea and agree to abide by an condillons prinled on this application, and that lassu full sibllity for compliance w~h the Wheat Ridge Building Code (U.B.C.) and all other a plica Ie Wheat Ridge ordinances. for work under this pennll. Use: Description: 10' 80' porch cover for commercial building BUILDING DEPARTMENT USE ONLY SIC: Sq.Fl: Approval: Occupancy : Roof: Stories : ~I- ~" Residential Units: <t.".f Mechanical License No : Company: ~"''' r' n";::/!, " Electrical License No : Company: Plumbing License No : Company: Expiration Date : Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This penniI was _ co with the provisions sat fof1h in yopur IppIlcatIon Ind Is subiad to the laws 01 the S1ata 01 CoIonido and to the Zoning Regullllona and Builcl! oIlMleat Ridae, CoIoredo Of any other applicable onllnances 01 the City. .. (2) ThIs pennlt _ axpire (A) work authoriZed Is not commenced within oix\y (60) days from Issue data Of (B) the building eulh~ Is suspended Of abandoned for a periOd 120 days. (3) n this pem1it expi.... a may be ecqulred for a foe 01 one-half the amount normally required, provided no ~ have ~ Of wiD be made in the original plans and s' 8 and any suspension or abandonment has not exceeded one (1) year. If changes are m8de or If suspension or abBndonment exceeds one (1) year, faes shaH be paid for a new penn~. (45l No work of any manner all done that will change the natural flow of water causinJJ a drainage problem. ( Contractor shall noti1Y Ing Inspector twenty.four (24) hours In advance for all inspections and shall receive written approval on Inspection card before proceedling with lve of the job. . (6) The isauence of a perm or approval of drawings and speclficatlona shall not be construed to be a permit for, nor an approval of, $ny vk>lation of the provlslons o Idlng codes or flY rdl",nce. law, rulo or regulation. A ID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AIIlD MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :t;:)UIlP. .zJS -~~A"'" 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 I))\/\ I~ !\' Property Owner: T..~t E. Property Address: oCt ~~',l Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT .t;~"~..,,,.'~' "'f' I~- I' . ~--,,-- ',~,' ~~-) I hereby certify that the setback distances proposed by this pennit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full responsl~i1ity tor cOTpltance with the Wheat Ridge Building Code (U.B.C.) and all other apPlicabl~.~ R~~ge orJn~-,n~s. ~orwQr1< under this permit. (OWNER)(CONTRACTOR) SIGNED"~~V" i ~. '~ "., ji~U DA TE'z.; _lc.i. '~f:') Description :i<..11 X ec,' f"rnr'i\ R:"ft!'!f, Z'!'e'",<;-'(' ~ryf-~ ~i::-~'in~f~.~"-~\: r6.\...-~'i\;C-{ic~ r:....J BUILDING DEPARTMENT USE ONLY f.QlIl~omm.ll.ID~ Approval: ffi)..c... Zoning: Q. _ \ IDIlRiI!l!rnJommems:l Approval: eam[C3.\OCQ~I\SJ,l;;.ArIJlJJ~n~ Approval: Occupancy: Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval : Expiration Date: Approval: Phone' ',,~, ~<\ ," fA "'- "1... . ..~~~j -<i,,~~)"'J~~~,.,._-J i';61-<\8'70 Phone: Construction Value: ~) I ~e, . <':)'C.' Permit Fee: Use Tax: Total: $0.00 _Use :,0.. " ~...-=A":lm~~:":('~;L~ ',~ SIC.~~"Ft.:.~.. ip ~ ,-. ~N"'-\) Q.."'- '-.;0 b ^ffl'O \' ~\s~\ ... 'J Mechanica Icense No : Company: Expiration Date : Approval: This permit was Issued In accordance with the provisions set forth In yopur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildil'l9. Code of lNheat Rtd~e, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authoriZed Is not commenced within sixty (60) days from Issue date or (8) the buUding authorized is suspended or abandoned for a period of 120 days. . If this permit expires; a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permil No wor1<. of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours In advance tor all inspections and shall receive written approval on Inspection card before proceecliing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ollhe building code or an ther ord anca. law. rule Q( regulation. (') (2) (3) l4) 5) (6) For Mayor Chief Buil ing Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ,.tL~'...;~ --..-. ."....-..:'. o'""~.~ .~ . .;. "-... .oL.;"';I'_.~~ ~"'iel<. "et>e.<U" -- P '.:1''..lOOc;;\ e.o"erJc..b\cc:..K '" I I I j& --'. ~ 1--t- Ah.'rr'\~v,..,,,~ '&idl~ I 'r .J I ...... . [- . ~ I " '-,., 10_0 ~x lo~lble.. ~q7 wi r 1/ per "tie'!> -t. r,,</.f.fer:> I 6x.6<--Je'::1 8 0.0, ~c::>1'\erc:tc. e<4~c. / GI"O'-Hd \ e~ ~ -_.......".~., e l(i 51ing fO,-,,,dc::,:tio,,, . ,I"') "'i' Ir f~\":l 4.: <!.Ooere:te. e.\C\b U-.:.! 1/ &. " Ill. )(...4 cl~ <::=li>e\"\ Fr- p"",,;t n n . Gt xGi poGTh \I'i ill bUr::J i 1'1 ~~<?- -tf\~n =="Ie(" "'-l;-rf1 ~~~ 0'\ ~id\~ D...,.,,_.. 1;; .',;:,;'1'_"',. j .... ] ] ] ] ] ] J J o u o o \] 1J :] ] ,FLOOR PLAN >"., w !.? ~ ~ o w " ;;: " o > <r ~ z w w '-' ;;: ~ o > ~ " w < <r w c <r l! < '-' o o h - 1 Ie:. ~ " (:. w ~ -~ \"-'- .-;;.....- '" '.' ~ " ~ ., W()-'~::N'S l() :-:ER ROOM Me'; lO::K[11 1,00M , ~ -..-.:..-:- < , o , J ] J J ] J J J ACCESS ~ ~ 1 ~ J ] W :J Z W > '" <<: ;; .c 'D "<j" E-< [/) W ;s: j] -J .. ~ 1].. . ~ ='J - -.'J -;{ 31-~~... '. -,..,. Exhibit A n" ~. ~ < ~ g " [I ;.~ ,. SiTE PLAN CfI CfI LU HARLAN STREET u u 215' << 1 ~ Ht I I I I I " " ~ ~ ~ ~ I a: ex: if if ~ I ~ ~ 'l! < I ~ .. ~ </) ~ ~ I I 10'1" " '1 ,.: COWCRfTE SOEW.\lK 0 0, N .. 11'" n. 0 . . . ~ I CO r :J " 0 I" ~ u .J ., a: U , if , q' J" :r: C; < :,.,- ~ < " ~ ~- <! < . . UJ ;: ;., H :r: .~ "3on<:.~ 1~~~ 0::!. . "0, All ".II o,d- . ,I ,~ -'cl' "1..1,"" T , '1', , '~- ~ i ~ IQ-1' 126' b N L~ ::; ... o - ,. ~. "Iv ~ ex \. f ,,, 59' ~-:::oiI!"':: ., '/ to ~ ., , 3D' PLOTPLAN;.,~ or ~ ;~.:-=, '-'.' 'i -i: , .' J - J ~ - ] ~J w ::J Z W . I ~ - N ..c: ~ - N '-D ~l '7 E- (I) W ~ !! ,- ~~ -:;~ :.r .. .- :1~ iJ > : - n .. 'P ,~ ~d ~, ! ,] l' :5: . , I :) ,..... "., -t', ,.,! , i] II HARLAN STREET 215' 106,1' 103.3 , ~ " Cl ...I ... ...I UJ 0 u.' () N U c: 0: ~ <l a. D. I I j I I I I I I 17.7' I 108.3' 126' '" N f0--' 59' ------~ " 30' k.f.;Q.i\!d~~5 C R .1.E.LLoJL: Exhibit B J'IIRCEJ,-^ : TII~ nor'.h lOB. J f~pl nf III" ,~...t 207. 4 f..~t of Ih- ~~"I 231.1 f-~t of lh~ ,,,,,II, hal t of III~ Ilorlh~.'"t 'J"u'.~r 01 III~ SOlll.hll'!~st I'JII...r~~1 of t.h"'! florUl1.J'!'<;t Qu:trt"'!r of S~cli(ln '., T""n.hip J S,,"lh. A''''I~ ~1 11...1 of tll~ 6th Principal H~rlrli,n. County of J..ff~rson. Slat~ of Color.do. J']\/lq;l,_!J : Cnl 11. C^RPF:"TF.R.stJnIlIVI~I(1rt. pJl:rrrt th:t' ["Htion ..I-~"'Iit>"'fl ~.~ ft:'110t.1.Q: [\"!gilll1iI11 ;1t-. "' rf'int (Ill th.. y-st bound", '! ,.,f t.h"!' ~.I,I I,ot 13. ",hi,'h J'"i,,1 I. J0 tp"t 5"','h..rI7 fr"m ...~ nOI t.ll',J~~t c(lrn~r of lh'" ~.,i(1 I.ot 13; th"!'n(''!' East~rl Y 'lIn,1 r"'fi\II'!1 t.Q lh,.. n.,rtl.-rll ho""d"ry or S'Iid Lot 13, " cJbd."nc'~ of 15 f....I; It,pn,,.. 5'lulll..11 ",,01 pH~II~1 Lo th~ ,,~.t,r1y houndery of said I,,,t 13. ~ ..Iislan"p. of sq f.,I, mor.. or I..". t'J . r"illl 011 '1,,, norlh~,11 be""'''''Y of treel oJ,s"dl:.,\ in 1J""k ~q7 at. P~g" J~~; lh.uc, E,.!.",ly along said n"rth.r1y 1)t)IH\rl~r,!, 2r) f,....~. mnl"~ or 1.~~. to th- north,.,,~l corn..: {'If 1,,0:1. ol..."rlb.<\ In 1J,,"lr ~A7 ~l Pa,.. 36~: th,nr, SOllth.dy ~1"n1 p.astotly h(llln1hry of tnrl c1osedb.,1 In B"ok ~~1 ~I P-1U~ l(.~, 11.1 r~..t. If""),.... or IfI!'~.o;, to SOIJt.h~rly hOllnd:\r1 of ~:tid Lot 1.1: lh"nl:~ t-Ip.~l~ll1 ~lql1g s.,i..1 !1ollth'!'rly bOlln~t:J,ry of (,ot. 13 -1 (1i~tf1"(~~ nflCJ fpf'!'t.. mnrl! or 1'!'~5, to lh~ !iO\,t.llt.l.~~t rnrl1"r nf (,ot tl: th..nr... lIqrt.l'~rlr 7~.1 (~..t.: n\(lr~ or 1"!'5s '.0 th~ Trtlp. Point of A~gillnil1'1. Count] of J~ff~r5on. Sl,~l. of ';0 lor ~flr] . ...-~.---. Exhibit C LEASE RENEWAL Tenant shall have the option to renew this lease for a like term of five (5) years from expiration date hereof on similar terms and at a rental to be determined by negotiation between the parties. As a condition precedent to the exercise of such option, Tenant shall give written notice to the Landlord of his intention to renew at least six (6) months prior to expiration of the lease. RDC4,030196.01 2,_\ ? .--"')/ ~ . ....~. ~ u . p,O. BOX 470806 AURORA, CO 80047 . f\,' I +.~ J/~~~ ;' /' "" ,.' j virr_ .:... ,-.~_.l~ -J"j,',J-, c.t~"^' '-r- ,]...-<../t..-1V~<1..<i r /Vi.cM'-o,,""c-.:..Lc, CE1rAYU~7...~h" , {J.>-C.<...-r.~., ;; L0-Cj .-":'\.... J ,/, l-LJ~i!..c C,F ( ~.' '''\-' {i 'l.iJj.- 'i V ("1-/ /;, , ;../'-'~-""V"'\.-.( [/ ~~~..~-t.:. &: / -~\...."...- \. _-,.{L-v..," ;I - I' ,)~- , :~j~f--_,.x/L,L,,- I './ L,jUA~ ,iL.ch) Q Cf , I ) ~r )J'G:vr, D~';'^" c I "') .' {~ ~.k-<.0 --c~ ~~. V , . I jI i1.-~" ,', (\ (/v.Q!/ ,;;t',/v...... v \,' r./."'"" I~" C' '~." {/..... -t./f....t _~I....L \-,'1 UA/\ ) 'J Llv1LA2....f (;(,)(1 5 3 I..,v~i..... 'Ii.. .;' I "'''J ,J'_L~,:>:,)::",:Z:4'-- L-Jt.(, ~I . IV~""~j' )). ( .-<.71 bj f;<......ed t:-).R.<, I ...' " d " // A - .. J LA...T-:.-(.....,,..;., /f"._r...-V~ -;;; " -K' . ..t~~~{..../...;><.~V ~ , . Lj S-I $-' HA ltJ..ll/.. ).<J rv~C.v <:::Ji ~. c _. ~1. ' C~<!.-...l...;..t.~(2...i.., .,t I _t. L/J t~,~I; I \,...'-.. "...../':"~;......Vjk., ,I , ....'rl. i...rY"'" J 12., .~, It..~j-I..: <,.,'. .." C,~t.:: (' c.......__/ .'~) (.,(,/1""'--' I /~ "-:~~~.r:) I -f. {Un -t:-/~. ~..:r4J.r-"'\'-" /' !./l.-'" " I :r;;;;;z./ ".//.).1 (1 I,... t) /lAJV P' .. ..':l.'~i ~I / . !-A.-' 'If Aff-/lJ'~ 'u'0 4Le-- ~~ c",~/cuJ Cde /V;'J...~t.,<2., e bJjJJ.J '",.",', "\- ~L.",,(.'--'"' "-.' i: :. '~ " j ......f,""" r Ii r Ak <t, ) " " I i' " ) . ",Gt. II 'l, " ',v :f i ~ , C5nJ<~-+ J1v. A ,sA, 2 ;, I :~~ #. f/ .. ~ " : ~ ;i 'I 'I I I , I I ,1 ,I I I I' Ii ,'I I -tAu. V (VI \ 303-5-7 :-;- / (J'f)' () " n ,_ :",\ :>,.. l-=> I ' / (?'-' 1.../ I C\) ,~'. _../-' j 0< c=:> L' I.>' I ~=l ,....-h i . '7, \.~ ' po, Box 470806 I rJ ~ . Au~ora. CO 80047 H1iI~C "o.~;,~"*'~;. I ~W iJmaat: nit I J .Jl IUH . Corporation Fitness Marketing'Experts ....OLlVERP,MALDON . '.. ~~j~";.; ~b~~:;:~~DO ; , I DAMIAN P. MALDONADO I V,P, of Marketing I 303.615.3490 Pager I ,;1 ...,Iv U;.I.....,dHI.j :.=.11.,;, L::::~rJH P.1/1 "'" ~ 00 ..-I l1":l <::> Gr~nlor Originalllcneficiary Dote of Dccd <>f Trust: RELEASE OF DEED OF RUST TilE D. MAil' ~ VUl T. MAl HUBERT G. SUMMERS, JR. TRU TEE OF THE HUBERT G. SUMMERS TRUST D..ITE: MAY ~ 1995 J Recording Dale: JANUARY 2 1995 Counly: JEFFERSON Rc:ccption No. FOOI0125 / ~ / Book No. Pase Y / TO TIn f'C/BLlC TIIUSTEE OF rHE SAID -)0- n. o o cr: o o 'el U') rl", 0'- 00) Irl rl'- OU') o o .. C'.l AI o Cl ~ o ..;j o o >- o~ 00 '0 U') Z o CIl f;j Ii. "'Ii. rl~ rl'J r-- u>z OH o Ii.Cl ~ o~ Zo o ~gj H E-< AI ~ 00 gji:l an dlor 000 -0004 COU T}" OF JEFFERSON /- Ple.se execute this release, as the indebtedne. h.. been fUlly poid ondlor the tenns and conditions or the trust hove been fUlly satisfied. --"-.,-. (Ti(l~) Slale of Colorado (Ti41e) ) ) 5 . ) Counly Of Rio Blanco MAY The foregoing request fOr release was ackno ledged before me this 4th day of 19 95 . by HUBERT G. S as TRUSTEE RS, JR. /;/,/& of THE HUBERT G. SUMMERS TRUST o M r-- Witness my hand and official seal. My commission ex ires: NOTARY PVij/.l<; STATE OF COLORADO VINEY BOWMAN MY COMMISSIDN eXP, NOV, 5. 1998 RIO BLANCO COUNTY [$ NO KNOW ALL MEN. that lhe above rererenced ntor(s). conveyed cerfoin reol property described in lhe above referenced Deed of Trust. to ,the a ove referenced Public Truslee. in lhe Slale o{ Colorado to be held in trust 10 secure the payment of the indebtedness ,referred to therein. NOW THEREFORE. at lhe wrilten requC!l1 f the legal. holder of the said indebted- ness. and in considornlion of tbe premises and the paymenl f the statutory sum. receipt of which is lIereby acknOWledged. !, as the Public Trustee in the Co nty firsl referenced above, do hereby remise. releose and quitclaim unlo the prosent Owner Or wnen of said real property, and unto Ihe heirs. SUccessors and assigns ofsucb owner Dr 0 ners forever, all the righl. title and interest Which f have under and by virtue of the afor aid Dccd of TrUst in the rcal esfale described lherein. and mOre particularly described as follows AS PE DEED OF TRUST TO IlA VB AND TO HOLD THE SAME. with all the privi egos and appurlenan"", thereunto belonging (orever; and further I do hereby and absolutely lease. cancel and forever discharge said Dccd of Trust.' t' STATE OF COLOR.ADO' '.. COUNTY OF Jttrt-N .'):', , ) ;5. ) The Foregoing release of Deed of Trust wa, acknowledged b fore me this o{ MAY L B 1995 . 19 . by EN PHILLIPS 's lhc Public Trllstee of t e County of jEfI'r.' CoJorodo. day My commission expires:. f1INE B'JRTLES ~,-~\"_II1.~% CA TH Le' fMDO Witness my hand and offici '(Seah/i". "'. STATE OFo Csl.OnNL ~EXPIf\lS ~* ...:' ~ MV (,0 1M I,), l, \;(;i;:~:~fJ {; 0<:' "2P4"A'4 ~_) 'NO ARY l'UllLle [S IZ ^ L] S40/9n.FRM ~ Unil,d Till. Componi<s 1990 bEfl'AR~T QFPLANNING AND DEVELOPMENT Building Permit Number: 7125 B~LDlNG I:CTIO,.DIVISION .235.2855 I. OF WHEAT RIDGE Date: 5/27/98 ST 29TH AVENUE TRIDGE, CO 80215 PrQll8 Property d ss: 4515 Harlan Street Contractor L' nse No.: 18079 C ny: AA Roofing OWNE:R/cdI'ltAAetQR TURE OF UNl>ER$TANDING AND AGREEMENT Phone: i420-0353 Phon~: 14213307 I h.."'bY COl. rtify lh8I.. ;.i .~..... . . I)CQ.. prlJpQlI8d by thl$PE'rmIl.pplICllllon .re KCUm.. .1Id (fa nct.v. loI.~ $Ill. .;;appl 1ItlI.11Ie ~, tIlkIsor regulations of ~ Clty of Whtlal. RIdg. or COVflna~t8, .~or oflllCGn1: that Ill' ""'88u_shown. alld allegalion. mlldU!lla~~1 ...!ll 8I1!IIIQ!ll!ltOabidebvallcondlllonallllntedonthls appflCllllon,_"l\~M I~ fu!I . . .rall>iIl\yf!lr cori1plillnCOl with tha ~at Rldg. Building :::~;~::: NE p-Rldg:;t:;forwo~::=_~:g Total]: $15.500.00 $238.00 $0.00 $232.50 $470.50 Cons~n Value j: Permit Fee ~ Plan Rel/iew Fee i: . Use TaXi: Use: Description : Rem ve xisting flat roof,install new modified flat roof system BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy : Roof: Stories : Residential U~its : Electrical License No : Company: Plumbing License No : Company: Mechanical Licetl~e No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (1) 1111s penn!! W8II~. wIlh the provIaIono Ilellorth In yopur 8pllIIcatlon and Is ._ to the _ of the StaI8 of CoIonIido and to the ZonIng R~andlllli .00Who8IR_. ~oranyother~__oftheClly. . i (2) ==t':':::"~ ~-..-Is not __ wIlhln obdy (SO) days 110m 100... dale or (B) the b\liIdlng _""10 ouopended or (3)."thlo ~exp;.... ,.8 may be ~ for. ,"of _the amount normally reqUired,1lIOVided no changes """"~. or orwlwlllbe made. In the =.~(~ryQr,_and~~':'=-ndonmentllU not _ one (1) year. lfdlangeo... made orh..spel1olon or 8bO/1dOllmInl (451 NOWOlkofany_ . _l!Iatwlllcl18nge1he__ofwater_.dnlIn8ge~. ' (~=noIIIy rvl~id,MsnIy'lour (24) hoUrs In _lor all rnspscllons and oh8Il_..._ --"1.~ canlbefoN (6) ~O(. ; 8pIlI<lII8I 0( <trawInOO and specIlIcstIons 8h81 not be construed to be s psrmItfor, nor an __ of, .... vIOI8lIOn 01 theprOvl_. of !he buiIdlng oocIM or onIln8no8, law, ruI6 or 18gUIallon. i Chief BUildIng I pee r THIS PERMIT A D ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPI:CTOR AND MAYOR CALL: 234-6933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: ~/ z~ /<77"8 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: /tz /1/,:?1 I Property Address: 7':5/"'- ;;'4".L4'" ;5>" Phone: -;,/zo - aye;::; Contractor License No.: /!XJ79 Company: ///.!6 //::/ ~/'~h:? Phone: L/Z/ - 3:X->z o WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: /-i" _--:.~ -2? hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee: nd do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or vena"ls, easements or restrictions of record: that all measurements shown, and allegations Use Tax: ade are accurate; that I have read and a~ree to abide by all conditions printed on this pplication, and that I assume full resp~~ for comphance with the VVheat Ridge Building ode (U.B.C.) and all other apPlica~ idge ?rdinan~s. for wor1< under this permit._ Total: $0.00 OWNER)(CONTRACTOR) SIGNE ,., L/// DATE ,0.11. :7& Use: -.7 , 1..;").-.-1/0"';,,"'.'::"':: L Description: 14~,....-,.::./~,. Cr...,Lj P,/ ;(:,D I' ks/"// I"k,</ //)c":)';'1~,d /.?- / /'r-"";-.- <y5h"", BUILDING DEPARTMENT USE ONLY fmllQIDFomlillllUSJ SIC: Sq. Fl: Approval: Zoning: PJJIRlIO~QromenM Approval: e.omraw()O<~~f1Jm~nl!1 Approval : Occupancy: Walls: Roof: Stories: Residential Units: I a co m a C Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval : (4) (5) (e) This permit was Issued in aCCOfdanee with the provisions set forth In yopur application and Is subjed. to the laws of the Slate of Colorado and to the Zoning Regulations and Buildi"9. Code of YJheat RId~e, Colorado or any other applicable ordinances of the City. . This permit shall expire If (A) the work authorized Is not commenced within sixty (60) days from Issue date or (8) the building authorized js"'tuspencled or abandoned for a period of 120 days. . If this permit expires. a new pemlit may be acquired for a fee of one-half the amoont normally required. provided no changes have been or win be made in the original plans and specifiCations and 8ny suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shan be paid (or a new pennil No wort. of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on Inspection card before proceediing with successive phases of the lob. The issuance of a pennit or the approval o( drawings and specifications shall not be construed to be a permit for. nor an approval of. any violation of the provisions of the buildirlQ codes or any other onflnance. law. f\.lle or regulation. (1) (2) (3) For Mayor Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ',' ~-~ Ift:;,i]) Building Permit Number: 95- 1524 Date: 7128/95 Ptope Propel\' COntraClor OWner: i ~$s: 4515 HARLAN ST nse No. : Phone: 420-0353 Ci ~ny: Phone: OWNER/CONT\'ItACTOR IGNf,TURe OF UNDERSTANDING AND AGREeMENT I he""'y OlII'I!!lIlNltihe InddollOtvliiltdll" . COvenlnll, ^ or =r~~"-I Cod. (0. .C.) 8tId IR (OWNER)(CONTRACTOR) $ Description : ~. .1>1 111._. permit oppI.~lc8llon IIll _rate. ~q' ~ of the ~ of\lVl..-t Ridge or of ~Ihat" rriolllsurementa.~.1nd sJlIlPtionl ~".. 'tr-=~~m::=';:~h1g . . ,OR! nJnClll' fOr _ under !hIS pennll. DATE Construction Value : Permit Fee : Plan Review Fee : UseTax: Total: $1,100.00 $27.00 $0.00 $27.50 $54.50 BUILDING DEPARTMENT USE ONLY ~: Occupancy: WaRs : Electrical LlceriSe No: I Company: i , I I expiration Date : I Approval: I . -----.l.. - Roof: Stories : Residential Units : Plumbing License No : Company : Mechanical LIcenSe No : Company: expiration Data : Approval : . Expiration Data : Approval: . :~_:: ,~~~~-:~"'~~1=j:t"::=.:::::=~"::~z::ng (3)!fa~tl\l1ill'bo~Ior..[eo. ol_IhOl_~roq.m.d, IlIllVld8dno~_~orwlllbo"-lntl\e ..J"'t*, ....,.~~1:~mont_not_-(t)--. lI__ore_orWauopllf1Slol\or_mont (~l No"'~" .bIo_UWII."':,,nge _ftowolWlIOr....~~..-... ::) . .~~~~::~=~=::_\o:::=-nor7_":::,:=::.::- ......, ,CnIi....,.... ruts or Olll-. j TMlSP r VAL,IOONLY WHEN Sl~ BY THe CHIEF 8UlIJ)ING INSPECTOR CALL: 234-933 24 HOURS PRtORTO INSPECTION , _____~.___"___i____. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :,-~1-<4l)'S 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: Contractor License No. : Company: N\C\; ) ~€1 1>. 45i::::> -tIodClf\ s1- Phone : 4~-Cl ~2:, Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: I) I C)C) "'.!" Permit Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and a ree to abide by all conditions printed on this application, and that I assume full respon I i1ity fa compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Rid or. ces, for work under this permit. Total: (OWNER)(CONTRACT9R) SIGNED ~f rtl&+l Description: ?ri\J~~ ~ f"2'1ce.- - "'eo.--.. ~ -e,\-te- .,{ClO fC'c deb; \. Approval: Zoning: <(_'1<" t-"Z- ~\ C' BUILDING DEPARTMENT USE ONLY Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: .iiI :prg;GQU!MlIfu,1 Expiration Date: Approval: JiiI m,~II!!l!i~illlulted " I Expiration Date: Approval: JlIIn::_lll-:I~ (1) (2) (3) This permit was issued in accordance with the prOVisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of I/Vtleat Rid~e, Colorado or any other applicable ordinances of, the City. ThiS permit shall expire if (A) the work. authonzed IS not commenced wlthm SIXty (GO) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days if this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspenSIon or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work. of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building codes or any other ordinance, law. rule or regulation (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION \ ~8 [~"f ::t 0 -, p(\..1 v g~~ ~ ijI v~ IJ\. ~ t99, \J ~ lP ......1 ,.,. I: I I ' ,~~...o-l' ~ ."'-~-:J 1..;..' ~~ 1.-." i-t~ i..-J' "--1 i__l i-J. ~ ~ o m III III . WEST 46th AVENUE 242' ti.:... jJit. ....1 r""-~~- fx."':j- t::J .."', ~ , :.... ..~, .' ~ -.;::.;..; t~ P=l= ~n ~t " ~ r~ [- r.; (J) --- -I m "'0 r ):> Z ::r: ~ ::0 t"" ~ ~Z en -C/l -l ::0 tI1 M -l - ACCESS < . "': I DRAlN~IPAHS ,.. ~ 2f'~ '" Do........ ~ ~ FAA'" . " GA...... I 6/p,.i~ ~c:e- """ j 15' lp ASPHALT PARKING en ) "! - ,or ..' " ..s.... s_ POD<. (til&KIln) := ~ CONCRETE PAO ~ - " ~ ..; "I .; 20' - ----------- ! n 0 % n I >> m ~ N m . HEALTH CLUB " ~ . '" . > "l " " . , h T1' ASPHALT PARKING . 100"5. ~ ASPHALT PARKING 207.4' " '" q