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4240 Kipling Street
A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number G 1 � r- ❑ No one available for inspee 'on: Time 1 AM/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date:_= E `< 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: 4a Job Address: 1 t -`"`I' 1 Permit Number: ❑ No one available for inspection: Tii Re -Inspection required: Yes (Z) When corrections have been Date: A i 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: c Job Address: ;' — Permit Number: ❑ No one available for inspection: Ti Re -Inspection required Yes No When corrections have been made, 11 for re -inspection at 303-234-5933 2— Date: "�t Inspecfor�,.�t - T City of Wheat Ridge Commercial Remodel PERMIT - 201900523 PERMIT NO: 201900523 ISSUED: 04/03/2019 JOB ADDRESS: 4240 Kipling St EXPIRES: 04/02/2020 JOB DESCRIPTION: SWO Replace cabinets with steel cabinet structure; add ceiling above cabinets; install 14 can lights; 900 sq ft total **REVISION: Remove 15 ft 10 in. wall; Additional Valuation: $1,500.00 **REVISION: Added door in 7ft wide opening. Added valuation: $1000 *** CONTACTS *** OWNER 720-840-9140 KIPLING UC/DYLAN ARMBURST GC (720)298-5638 Benjamin M Roach 180135 Creation Houses SUB (720)319-4904 DAN LUNDAHL 080262 LUNDAHL ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA j Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,500.00 FEES Total Valuation 0.00 Plan Review Fee 384.51 Use Tax 787.50 Permit Fee 591.55 ** TOTAL ** 1,763.56 *** COMMENTS *** *** CONDITIONS *** Permit fee doubled for work without permits 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. City of Wheat Ridge Commercial Remodel PERMIT - 201900523 PERMIT NO: 201900523 ISSUED: 04/03/2019 JOB ADDRESS: 4240 Kipling St EXPIRES: 04/02/2020 JOB DESCRIPTION: SWO Replace cabinets with steel cabinet structure; add ceiling above cabinets; install 14 can lights; 900 sq ft total **REVISION: Remove 15 ft 10 in. wall; Additional Valuation: $1,500.00 **REVISION: Added door in 7ft wide opening. Added valuation: $1000 qau""I" ature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, ilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with further attest that I am legally authorized to include all entities named within this document as parties to theworkto be d that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of WNER or CONTRACTOR (Circle one) Date IF 1 _ This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 gran mg of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app icgble code or a yjordinance 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. City of w. W heat Midge COMMUNITY DEVELOPMENT 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(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # C-` O / 2 o 0!� 2 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: L! .�- qU (4 i'D h;4 G l Property Owner (please print): �� v� 14Phone: '3 63-X29''' �� 54 Property Owner Email: U l4nr, r*2 og.1 aye- . Co ?%4- Mailing K Mailing Address: (if different than property address) Address: *'/A --/U State, Zip: / . U, Submitting Company: C, /'�r�loK ` joGfSc� Contact Person: /UAn R 1CaaPG/1L Phone: 7,-� G - ?o? 5 - 3 ;2 S Contractor: C AL Contractors City License #: / % 3 `J Phone: ?'-10 ` .2`? � - -6"6'3'5( Contractor E-mail Address: C r C q l e -j K 14 n, t 1 :5 C14E Pt j t r az r'xta ' �• Co'�'` Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: (�—L5(: i t,,,- ✓vl,c �-a l s f � c�5 �a V6 r ct F ccs Sq. Ft./LF w cZ l l clac,r 'j S6%E6-4 I'bC-�— 130�k Btu's Amps Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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`atl measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: 30kt/k ((CONTRACTOR) 1<1�CiL-4 SIGNATURE: GJ(9K.'t ►^mom DATE: .� lV —� U DEPARTMENT USE ONLY ZONING COMMMENTS: 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 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ AOJACENT UNIT TO NORTH EXIT AREA CALCULATIONS WEIGHT ROOM TOTAL ASSEMBLY SPACE 12.290 SF ONCLUDEE PLL ATTACHED ACCESSORY OFFICES A5 BATHROOMS. CLOSETS, RECEIVED OFFS UETC.) ADJACENT OFFICE USE 3.3335F TOTAL BUILDING IS fG35F NEWPROPOSEOOVERHEAO EXIT _...___LANE RESTROOMS AND STORAGE EX ER OR CONTRACTOR TO VERIFY IN FIELD �3( THAT ALL WALLS SEPARATING EXR "ISION MARE TO USE RATEOFFICE ENTRY FEATURE USE ARE TO EE 1 SE RATED r ASSEMBLIES MIN. -CONSISTING OF UNDERSIDE OF STE ROOF TO I K V STRUCTURE ABOVE EXIT J��/ PROVIDE NEWlS MIN RATED DOOR 6T0 GE AND ME NICAL // / / j / NEW IHRRATED INGOF1 SSEMBF MIN.- CGYP. E. TOF1UYEk OF STEEL ROOF SDTRTUOc EABBIOVV OF STORAGE / TNAGTIX2`(O VERIFY WFlELD THAT qLL WALLS SEPARATHVG GYMIASSEMBLY USE WITH OFFICE USE ARE TO BE -R RATED - ASSEMBLEESMW-CONSISTING OF �/ /�// v City of y UNDERSOFTYPEXGYR. ED. / //��/ / /// /' /. �- `a UNDERSIDE OF STEEL ROOF L■ ■` `�/�^ STRUCTURE ABOVE 1 • �':. R� �V V � �� �� COIvtMUNtIY �i'•tiT�ir.�ftN! 11�j OFFlOE USE - SEVARATE TENANTS / CONTRACTOR TO VERIFY IN FlELD // / ' / % % / / I CONTRACTOR TO VERIFY IN FIELD LEG ROQ THAT ALL WALLS SEPARATING / / // NAT ALL WALLS SEPARATING / //- GYWA65EMBLY USE WITH OFFICE " j/ ////// / USEARSEMBLYUSEWITHOFFICE 2.9055E e/^�p USE ARE TO BE I— RATED // / �/ /// // � USEARE i0 BE 1JIRRATED APPROVED ASSEMBLIES MIN -CONSISTING OF j // / % / PBSEMBLIEB MM -CONSISTING OF / / �' -ER OF TYPE X GYP. BD. TO -DYER OF TYP STEEL BD. TO UNDERSIDE OFSTEEL ROOF 1 UNDERSIDE OFETEELRU 9TCTURE ABOVE STRUC / TUREABOVE / / / / / / // /� / i Reviewed for Code Compliance STRE'0LHNGOOM R�// / /� / / i// // / //• >35F OFFICE USE -SEPARATE TENANTS Date EXIT EXIT EXIT q: The �ssuonce of o permit or approval of plans speoficatroro and computations shall not be a perm,t fvr, or on approval of, any vtatobon to any of the provisions of the building code or of any City o►dlnancer. Hermit3 prey ming to give outhority, to violate or cancel the provislons of the 8uiWq coder or oMer ordinances of the City shall not be valid. ARMBRUST PRO GYM 4240 KIPLING STREET WHEAT RIDGE, CO 80033 EXTERIOR N T MAIN LEVEL PLAN SCALE: 1/8"=V-0 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: JobAddress: Permit Number: ❑ No one available for inspection:,T' e ° AMfPM 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 a(':)\C, M N 630 E. NMHERSTAVE. Majick ENGLEWOOD, CO 8011.3 ENGINEERING (720) 612-2444 Client: Matt Roach From: Majick Engineering, LLC Date: April 18th, 2019 Address: Armburst Gym 4240 Kipling Street Wheat Ridge, Colorado 80033 Subject: Framing Clarification To whom it may concern, The tenant improvement at Armburst Gym at 4240 Kipling Street, Wheat Ridge, Colorado 80033 ceiling framing shall be constructed with a notched 2x10 with additional 2x4 reinforcing where details specify bear directly on the steel beam and do not require hangers. The HL53 hangers are for uplift during pressure changes from operable doors and windows to the exterior. The A35 clips are also for uplift at the nailer. Note 5 of the plans refer to the joist to nailer attachment which may also be LUS28 hanger. The bent exterior channel is allowed to be substituted with W1422. The W1422 shall bear on the cantilever 2x4 and modified 2x10 sawn lumber. The beam shall be attached to the rim board with (2) 5/8 inch diameter lag screws space at 42 inches on center to prevent separation of the steel beam rim and support joist. For any questions or concerns please contact Majick Engineering, LLC at 720-612-2444. Thank you, Ian McQuade, P.E., S.E. Majick Engineering, LLC i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: A_� u � L' ld f V C', Job Address: L< -k) �- 4 t � - Permit Number: c:3) U 1C; o (_� t ❑ No one available for inspection: Time i `� AM/PM Re -Inspection required: Yes No When corrections ha ve been made, call for re -inspection at 303-234-5933 Date: 4 �) -1 % Inspector: D6 NOT REMOVE THIS NOTICE i CITYOFWHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:aG, - G1 �- � A Vv- c Job Address: (4 Permit Number: -Po { 1 C) 0 -� No one available for inspection: Time i'-=? AM/PM Re -Inspection required: Q No When corrections have been made, call for re -inspection at 303-234-5933 Date: li I inspector: 'rte_ 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: - Job Address: Permit Number: ❑ No one available for inspection: Tir - Re -Inspection required: Y No --) When corrections have been mapV,-dDR for re -inspection at 303-234-5933 Date: —('J`4(21 In City of Wheat Ridge Commercial Remodel PERMIT - 201900523 PERMIT NO: 201900523 ISSUED: 04/03/2019 JOB ADDRESS: 4240 Kipling St EXPIRES: 04/02/2020 JOB DESCRIPTION: SWO Replace cabinets with steel cabinet structure; add ceiling above cabinets; install 14 can lights; 900 sq ft total *** CONDITIONS *** Permit fee doubled for work without permits 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. **REVISION: Remove 15 ft 10 in. wall; Additional Valuation: $1,500.00 *** CONTACTS *** OWNER 720-840-9140 KIPLING UC/DYLAN ARMBURST GC (720)298-5638 Benjamin M Roach 180135 Creation Houses SUB (720)319-4904 DAN LUNDAHL 080262 LUNDAHL ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 36,500.00 FEES Total Valuation 0.00 Plan Review Fee 377.03 Use Tax 766.50 Permit Fee 580.05 ** TOTAL ** 1,723.58 *** COMMENTS *** *** CONDITIONS *** Permit fee doubled for work without permits 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. City of Wheat Ridge Commercial Remodel PERMIT - 201900523 PERMIT NO: 201900523 ISSUED: 04/03/2019 JOB ADDRESS: 4240 Kipling St EXPIRES: 04/02/2020 JOB DESCRIPTION: SWO Replace cabinets with steel cabinet structure; add ceiling above cabinets; install 14 can lights; 900 sq ft total "REVISION: Remove 15 ft 10 in. wall; Additional Valuation: $1,500.00 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 the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying pplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial and is not guaranteed. 4. No work of amanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit ho lnyder 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 code or any ordinan a or regulation of this jurisdiction. Approval of work is subject to f any inspection. } Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Pidhe COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: � J Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: K j o /r P , 5_ S h ,r =.E v Property Owner (please print): �iJ VI1 -f' Phone: Property Owner Email: Mailing Address: (if different than property address) Address: �_ ja , t=_ City, State, Zip: Submitting Com ag_ny: L LL:!J � i. Contact Person: 0 �« Phone: Contractor: '(;� Cv), Contractors City License #: o & 7-) 1", ) Phone: T�C.' Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour— 2 hour minimum). C�,.�.�o�� ��5 c46v%-vE r a4 Mai ! � caves Description of revised/amended work: QE Y -y V 0 0 C-- RC�-,U, [-:� RiL (VIC-su Sq. Ft./LF Amps ti4` 1&' C:5� (E 3 (�-f cc . ou ���"< Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ -:50,l 5(--) C." 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 CQRACTO _ (AUTHORIZED R RESENTA VE of (OWNER) (CONTRACTOR) PRINT N.4111E:. SIGNATURE: / DATE: — DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer. BUILDING DE RTMENT COM NTS: Reviewer: g611,q PUBLIC WORKS COMMENTS: Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: Building Division Valuation: $ j5z�) I Environmental e", Disaster Restoration, Inc. ECOS Environmental - Aurora, Colorado 3538 Peoria Street Aurora, CO 80010 Office - (303) 442-3267 info@ecosenvironmental.com www.ecosenviron.mental.com ASBESTOS INSPECTION REPORT CLIENT: MATT ROACK ADDRESS: 4240 KIPLING ST., WHEAT RIDGE, CO 80033 EMAIL: mattr3351(6)gmaikom PHONE: 720.725.3258 Ecos JOB NUMBER: B -19 -0176 -AT PROJECT LOCATION: 4240 KIPLING ST., WHEAT RIDGE, CO 80033 DATE OF INSPECTION:1 APRIL, 2019 e C 0 S Environmental P� Disaster Restoration, Inc. SUMNIARY ECOS Environmental & Disaster Restoration (ECOS) was retained to conduct a survey of limited scope at the above location in reference to determining if there is asbestos containing material (ACM) in regions undergoing renovation. The inspection was performed in accordance with the Standards of Practice of the Colorado Regulation 8 Part B in effect at the time of this Inspection. This inspection is not intended to be technically exhaustive. The inspection included all building materials in the proposed areas, however, should any additional building materials be discovered during renovation, those materials must be sampled and analyzed prior to continuing with the work. Three (3) samples were collected of all suspect surfacing materials. The Inspector has prepared this written asbestos Inspection Report for the sole use and benefit of the client. The asbestos inspection report shall identify, report, and make recommendations for future evaluation. Client agrees to read the entire asbestos inspection report when received and shall promptly call the inspector with questions or concerns regarding the report. The use of this report and information contained herein by others, in whole or in part, is not authorized without the written mutual consent of the client and ECOS Environmental. INSPECI OR QUALIHCA'11UNS This inspection was performed by Colin Mullin, Colorado State Department of Public Health and Environment Certification Number 25268. SAMPI 1~, ANALYSIS PROCEDURE ECOS collected bulk samples of the homogenous materials in a random and representative manner, as determined by the Inspector. A minimum of one composite core samples that included all layers within the suspect material was obtained from each homogenous area. Samples of soft friable materials were obtained by removing a small portion using wetting techniques. The sampler cleaned equipment following collection of each sample to minimize cross -contamination between samples. The sampler assumed that materials in inaccessible locations were similar to those in accessible locations, in order to limit destruction during the sampling process. All samples were placed in sealed, labeled containers, and the sample descriptions and locations were recorded. Samples were delivered under a chain of custody for analysis to Aerobiology Laboratory in Denver, CO. Samples were analyzed by Polarized Light Microscopy. Performance of this asbestos inspection is intended to reduce, but not eliminate, uncertainty regarding the presence of ACBM in connection with the above referenced property. No guarantee is expressed or implied that all ACBM was identified in the inspection. Therefore, ECOS Environmental cannot be held accountable for restrictions placed on us by the client, conditions or information that remained unknown, or areas that were inaccessible at the time of the inspection. TRANSMITTAL OF BUILDING ec,os Environmental tom: Disaster Restoration, Inc. One (1) copy of the results of the building/ structure asbestos survey shall be immediately transmitted by the building/ structure owner as follows: One copy of the completed asbestos survey shall be sent by the owner or their agent to the local government entity charged with issuing a permit for such demolition, renovation, remodeling or repair work under applicable State or local laws. The completed asbestos survey shall be kept on the construction site with the asbestos notification and variance, if required, throughout the duration of the asbestos project and any associated demolition, renovation, remodeling or repair project BUILDING/STRUCTURE ASBESTOS SURVEY INFORMATION The asbestos survey shall, at a minimum, identify and assess with due diligence, the locations, quantities, friability and conditions of all building material types at the affected portion of the building/ structure. The certified asbestos inspector is responsible for identification and assessment of all type within the affected portion of the building/ structure. All building materials visually assessed shall be assumed to be asbestos containing building material (ACBM), unless bulk sampling is conducted as per standard EPA and OSHA accepted methodologies. The subsequent analysis is performed by a laboratory that meets the requirements and the analyses satisfies both CO STATE ELAP and federal requirements, including multi- layered sample analyses, to document non -asbestos containing material. The building/ structure asbestos survey shall also include the building/ structure name, address, the building/ structure owner's name and address, the name and address of the owner's agent, the name of the firm performing the asbestos survey and a copy of the firm's current asbestos handling license, the names of the certified inspector(s) performing the survey and a copy of the current asbestos handling certificate for each inspector utilized, the dates of the asbestos survey, a listing of homogeneous areas identifying which ones are ACBM, all laboratory analysis reports for bulk samples collected, and copies of the appropriate certifications for the laboratory used for analysis of samples taken during the asbestos survey. REMOVAL INT If the building/ structure asbestos survey finds that the portion of the building/ structure to be demolished, renovated, remodeled, or have repair work contains asbestos containing building material (ACBM), which is impacted by the work, the owner or the owner's agent shall conduct, or cause to have conducted, asbestos removal performed by a licensed asbestos abatement contractor in conformance with all standards set forth. All ACBM impacted by the demolition, renovation, remodeling or repair project shall be removed, prior to access or disturbance by other uncertified trades or personnel. No demolition, renovati , remodeling or repair work shall be commenced by any owner or the owner's agent prior to City of completion of the asbestos abatement in accordance with the notification requirements. For Wheat Ridge 3 e (4, 0 S Environmental Disaster Restoration, Inc. phased work, the access restriction for uncertified trades or personnel applies to each intermediate portion of the entire project. Upon completion of the intermediate portion of the asbestos project, other trades, or personnel may access that portion of the work site. For demolition projects that are exempt from asbestos survey requirements due to being structurally unsound, the demolition is considered an asbestos project. All building/ structure owners and asbestos abatement contractors on a demolition, renovation, remodeling, or repair project shall inform all trades on the work site about the ACBM at the work site. UNIDEN IIFILD AND UNASSESSED ASBLS'ICJS When any construction activity, such as demolition, remodeling, renovation or repair work, reveals suspect ACBM that has not been identified by the asbestos survey, or has not been identified by other inspections as per current OSHA or EPA requirements, all activities shall cease in the area where the suspect ACBM is found. Unassessed suspect miscellaneous ACBM shall be treated and handled as ACBM and assumed to be ACBM, unless proven otherwise by standard EPA and OSHA accepted methods. To document non -asbestos containing material, analysis must be performed by a laboratory that meets the requirements of the DOH; and the analysis satisfies both CO STATE ELAP and federal requirements. ASBESTOS PROJECTS An asbestos project is any work that involves the removal, encapsulation, enclosure, repair or disturbance of friable or non -friable asbestos, or any handling of asbestos material that may result in the release of asbestos fibers. For the purpose of compliance an asbestos project shall include any disturbance of asbestos fibers, and the planning, asbestos survey, design, background air sampling, inspection, air sampling and oversight of abatement work, cleanup, and the handling of all asbestos material subject to abatement, as well as the supervising of such activities. An asbestos project starts with Phase I when the planning, asbestos survey, and design work begins or is required to begin. The project shall not be considered completed until Phase II D is complete. (See Table 1 below). Phase I Phase II (Prior to Asbestos Start -> Abatement -> End Abatement Contractor A B A B C D Regulated Asbestos Final Asbestos abatement handling cleaning Final waste survey, y Background work area(s) including gross and removal planning, air sampling preparation removal or clearance from site and design and enclosure abatement, initial air samples construction cleans, and waste Start -> Asbestos Project ->Final Clearance ASBLSI OS RPsu1.'rs F1 OW CHART 4 ASBESTOS 1 ROIL;CT SIZE ec,os Environmental & Disaster Restoration, Inc. Large asbestos project: An asbestos project involving the removal, disturbance, enclosure, encapsulation, repair or handling of 160 square feet or more of ACBM, or 260 linear feet or more of ACBM. Small asbestos project: An asbestos project involving the removal, encapsulation, enclosure, repair, disturbance or any handling of more than 10 and less than 160 square feet of ACBM or more than 25 and less than 260 linear feet of ACBM. Minor asbestos project: An asbestos project involving the removal, disturbance, repair, encapsulation, enclosure or handling of 10 square feet or less of ACBM or 25 linear feet or less of ACBM. Homogenous areas sampling requirement: SF= Square Footage. LF= Linear Footage le, city of Wheat Fridge 5 JBuilding Divisors Environmental Disaster Restoration, Inc. HOMOGENOUS MATERIAL TYPE QUANTITIES MINIMUM # OF SAMPLES SURFACING MATERIAL 0 TO < 1,000 SF 3 1,000 TO 5,000 SF 5 >5,000 SF 7 THERMAL SYSTEM INSULATION EACH MATERIAL 3 PATCH < 6 SF, LF 1 MISCELLANEOUS MATERIALS EACH MATERIAL 2 ASBESTOS REMOVAL CATEGORILL Category I Non -Friable ACBM: NESHAP classification - Asbestos -containing packings, gaskets, resilient floor covering, and asphalt roofing products, containing more than one percent (1 %) asbestos, that when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. Category II Non -Friable ACBM: NESHAP classification - Any material, excluding Category I Non - Friable ACM, containing more than one percent (1%) asbestos that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. Class I Asbestos Work: OSHA term meaning activities involving the abatement of Thermal Systems Insulation (TSI) and surfacing ACBM and PACM. Class II Asbestos Work: OSHA term meaning activities involving the abatement of ACBM which is not TSI or surfacing material. This includes, but is not limited to, the removal of asbestos -containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastics. Class III Asbestos Work: OSHA term meaning Repair and Maintenance operations, where no more than a minor quantity of ACM, including TSI and surfacing ACBM and PACM, is likely to be disturbed. Class IV Asbestos Work: OSHA term meaning Maintenance and Custodial Activities during which employees contact but do not disturb ACBM or PACM and activities to clean up non-ACBM dust, waste and debris resulting from Class I, II and III activities. DE11N1T1ON S e C 0 S Environmental - Disaster Restoration, Inc. Abatement: Procedures to control fiber release from asbestos material. This includes removal, encapsulation, enclosure, repair, and disturbance of friable asbestos or any handling of asbestos material that may result in the release of asbestos fibers. Amosite: An Asbestiform mineral of the amphibole group containing approximately 50% silicon and 40% Iron (II) Oxide, and is made up of straight brittle fibers, light gray to pale brown in color. Amphibole: One of the two major groups of minerals from which the Asbestiform minerals are derived, distinguished by their chain -like crystal structure and chemical composition. Asbestos: A generic name given to a number of naturally occurring hydrated mineral silicates that possess a unique crystalline structure, are incombustible in air, and are separable into fibers. Asbestos includes the asbesti-form varieties of chrysotile (serpentine); crocidolite (riebeckite); amosite (cummington-grunerite); anthophyllite; and actinolite. Asbestos Project: Work undertaken by a contractor which at any time involves any aspect of the removal, encapsulation, enclosure or disturbance of friable asbestos, or any handling of asbestos material that may result in the release of asbestos fiber, except work in an owner -occupied single- family dwelling performed by the owner of such dwelling. An asbestos project shall include the planning, design, monitoring, inspection, and air sampling of abatement work, as well as the supervising of such activities. Building Owner: The person in whom legal title to the premises is vested unless the premises are held in land trust, in which instance building owner means the person in whom beneficial title is vested. Electron Microscopy: A method of asbestos sample analysis which utilizes an electron beam to differentiate between fibers. Emergency: An unexpected, unanticipated or unforeseen occurrence, including but not limited to, a steam, chemical, gas or water line rupture, a boiler failure, or a building collapse, which poses (a) an imminent danger to the health and safety of the public, the response to which will constitute an asbestos project; or (b) an asbestos- related risk to the health and safety of the public from exposure to asbestos fibers. Friable Asbestos: Any materials that contain asbestos and can be crumbled, pulverized, or reduced to powder by hand pressure. HEPA Filter Vacuum Equipment: Vacuuming equipment with a high efficiency particulate air filtration system. This filter is capable of trapping and retaining 99.97 percent of asbestos fibers greater than 0.3 microns equivalent aerodynamic diameter. Homogenous: Evenly mixed and similar in appearance and texture throughout. NESHAP: National Emission Standard for Hazardous Air Pollutants OSHA: Occupational Safety and Health Administration �^ City of Wheat Ridge 7 e . . o s Environmental Disaster Hestoration, Inc. Operations and Management Plan (OMP): Specific procedures and practices developed for the interim control of asbestos -containing materials in buildings until it is removed. Polarized Light Microscopy (PLM): An optical microscopic technique used to distinguish between different types of asbestos fibers by their shape and unique optical properties. Repair: Corrective action using required work practices to control fiber release from damaged asbestos material. TSI: Thermal Systems Insulation ACBM: Asbestos containing building material Surfacing Material - material that is sprayed on, troweled on, or otherwise applied to surfaces, such as acoustical plaster on ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. Thermal System Insulation - material applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. Miscellaneous Materials - interior building material on structural components, structural members or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. e (twos Environmental Disaster Restoration, Inc. HOMOGENOUS AREAS SAMPLED DURING INSPECTION CONDITION G= No VISIBLE DAMAGE D= VISIBLE DAMAGE <10% OVER ENTIRE MATERIAL OR 25% LOCALIZED SD= VISIBLE DAMAGE >10% OVER ENTIRE MATERIAL OR 25% LOCALIZED FRIABLE CATEGORY F= FRIABLE MATERIAL; MATERIALS THAT CAN CRUMBLE OR BE REDUCED TO POWDER BY HAND PRESSURE NFI= CATEGORY I NON -FRIABLE MATERIAL; MATERIALS THAT CANNOT BE CRUMBLED OR REDUCED TO POWDER BY HAND PRESSURE THAT DO NOT INCLUDE CATEGORY I NON -FRIABLE MATERIALS. POTENTIAL FOR DISTURBANCE L= LOW POTENTIAL FOR DAMAGE D= POTENTIAL FOR DAMAGE SD= POTENTIAL FOR SIGNIFICANT DAMAGE a LOCATION/FUNCTIONAL SPACES INCLUDED IN LOCATION U M O u" w � ENTRYWAY Material U s� G p O cn w p w UR v¢i d Al Wall Surfacing Right of front entrance N 0 F G D 1 429 sq. ft. A2 Wall Surfacing Right of front entrance N 0 F G D 1 429 sq. ft. A3 Wall Surfacing Right of front entrance N 0 F G D 1 429 sq. ft. CONDITION G= No VISIBLE DAMAGE D= VISIBLE DAMAGE <10% OVER ENTIRE MATERIAL OR 25% LOCALIZED SD= VISIBLE DAMAGE >10% OVER ENTIRE MATERIAL OR 25% LOCALIZED FRIABLE CATEGORY F= FRIABLE MATERIAL; MATERIALS THAT CAN CRUMBLE OR BE REDUCED TO POWDER BY HAND PRESSURE NFI= CATEGORY I NON -FRIABLE MATERIAL; MATERIALS THAT CANNOT BE CRUMBLED OR REDUCED TO POWDER BY HAND PRESSURE THAT DO NOT INCLUDE CATEGORY I NON -FRIABLE MATERIALS. POTENTIAL FOR DISTURBANCE L= LOW POTENTIAL FOR DAMAGE D= POTENTIAL FOR DAMAGE SD= POTENTIAL FOR SIGNIFICANT DAMAGE a LOCATION/FUNCTIONAL SPACES INCLUDED IN HOMOGENOUS AREA d ENTRYWAY City of Wheat Ridge o s Environmental h Disaster Restoration, Inc. CONCLUSION Bulk samples were gathered of suspected Asbestos containing building materials (ACBM) in directed regions of renovation. Three (3) samples were collected and relinquished to Aerobiology Laboratories in Golden, CO. No asbestos was detected in any of the bulk samples collected. 10 Environmental Disaster Restoration, nc. cityOf @a\Rmge E� w � f ƒ f - ) ■ 2 ! c _ c ^ _ { z z z z z z z z)\ƒ { § \ § § § § § § § § { , ( �=a Environmental Disaster Restoration, nc. cityOf @a\Rmge F, l n w o 'o'y �Z�17]� �. �•�� al 'e K n c S� P 3. C. � �• C 3 Ei f4 G no.'r'o Fri o.� 33 $ o C S i; 7 d O E s r O' � c d n ry S . � d a ' ^ 5 Fi• � f & d Q. A d n ' � � � �• d r ii a. � n r as h 'M C d v ^ fA S ^ 3 zi c t � n _• r G G3 O' 3 is � � '� 'a• c - T fr c_ae lb 0 ' c e C 0 s Environmental ` Disaster Restoration, Inc. 3;� R*y0y y a3 • O vrL, 4I� V N �r) �a A c �00*4 3 E v z f1 Z r s� O O C7" O D �4ly oO jos OC W G G Oi � R P 000v A D R t a� < E all 25 yp� 3 N - ' 12 Environmental & Disaster R", toration, Inc. AERObiolow EAbORATORY —.� ASSOCIATES, ;- :. INCORPORATm Lab usePage Q"� ❑� ,` _ I of I • e �VLA;�, Expertise Since 1997 ■ 9 'lM T G nvW W cae. mOY�o lcol w.umrlul " xvl4r lae Gaa anlua Nal ua.fuar(v.l r1Vlaala0 Goa 5eab51l11K1 wnmNw "z G w.GA. VA. "' avwUermxro1WF11W `""� ""' watl>mu lue Aerobiology Client ECOS Environmental Field Contact(—,''- -I,•' �I r.� caaaot.a nrm.m: / 1"' .(- epordng AldreS Ste• c BillingSampler Address �— P. Re&rgii,5 W SYM&W Rene ayvre: Andersen_. mpkAire ,^ Type ero rap_1 t G !, Omer u ure_ Phone/Fax ?2C . SS2 • 3h t L� Lt Z l d �Lti�t rN WA, - , ( OU rt ��d PMed Name: C A`: Routine 24 Hour Same Day 4 Hour 5 Day 2 Hour Notes: SAMPLING LOCATION ZIP CODE cc Info: Total Volume/Area Sam le No. Test Code Sample Location A i �2 ti f\% -L SU9� 1NC. � 2`l A2- a002 I A3 ?;OC 2- WAtA. SUPS CrNC,. i D 1 2 3 4 • - --1 1015 culture • WATER L"ionelfa LAB USE ONLY 1017 duhure - SWAB Legionella 1010 WATER - Potable - E. coli1total coliforms 1012 SWAB - E. coli/total coliforms A; 1028 :Sewage Sween E. colVEnterococcusifecal coliforms 2056 Heterotro NE Plate Count D1 A T Point count 3002 FSBESTOS - Pt. Ana is ` . 3003 article charactertzatlon 3004 ASBESTOS - PCM Analysis 36-11T7 Fax (858) 4864M - email: r4@eerobi0l0W nm 620.8313 Fu (770) 947-2938 • ama4: ATL@aarobioloey net Q; 0.931e Fax (303) 2324283 - email aemertIllaerobiology not T) 818.9150 Fax (877) 5984)946 - &mall: ir4008etDhiolagy nM 15081 BPnngoaw auw.. uu.e . ....„.....�_ . _-_- .9 • (Tta) 895-0401 18E8) 895A132 -email: socef®aarot>idogy not 2228 Wag No ram Aranue. Swe 8110, Phxnix, AZ 85021 (855) 738-5819 Fox (602) 441-2818 - emall phoanix0as1obiokgy net City of Wheat Ridge CER77FICA I IONS e: o s '0 Environmental Disaster Restoration, Inc. oF' co_t_o * 171\f * i M1876*% Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Colin Mullin Certification No.: 25268 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the -' state of Colorado in the following discipline: Building Inspector* Issued: January 23, 2019 Expires: January 23, 2020 afa ring co rse certon ification Trent certificate Is provalid d training current Division -approved laridin course crrlr aeration /! L - in the discipline specified above. thoriz d APCD Representative SEAL l�r„.a. S`�;rlatinrY._rL ,n -,fear , � ,�. ar ;a ,n a=�d:r;•� �� , . � . � .• ,� . � � .• �h.i” i. � , .- � Fw e Cl 0 s Environmental Disaster Restoration, Inc. City of Wheat Ridge lg o 1� 0 U 0 O O �T. h U d O cy v 5 Q E N L W � 7 � d O U a r< U U o co °O T 2 z ,L N Q O O 'B❑ cu d d Op Gy. � 0 ai a' 'd C �v, G d Om P cc O d N NO Q U Qti O S O ULW tU. v) L iV O d N C y .0 O w y a+ N •� rn Ln ca O U a� � a x City of Wheat Ridge e C, 0 S Environmental Disaster Restoration, Inc. DIAGRAM 16 ec o s Environmental — Disaster Restoration, Inc. This report represents the opinion of the reporting asbestos inspector at the time of the asbestos assessment survey. If you have any further questions, or if additional information is needed please do not hesitate to call. Sincerely, Colin Mullin, B.I. Colorado State Asbestos Building Inspector #25268 ECOS Environmental & Disaster Restoration, Inc. (303) 442-3267 city of Wheat Ridge City of ]�?,rWheal-Piqgie IL APPROVED Review for Code Compliance =7he,s-suw"ofopa_itoropprowuiofplors aminer ateMiUdkv specrfkatlons and oomwtabons sham riot be o permit far, w on approval of, nrry Nolobon to any of tAe p►Ov/slOnt of tAe building code - of any Clty and narKes. Aermlb Preswtwep b W- outhorlry to Wo/ate or Cancel the prowshms of the &,iWV eades ar ~ "—IM of the City thou not be volid. �9E,vv CQ� (61 � �� 1 � L� � � � � 5 � IfIt \V 9-12" LS70 V-11"2'-82" 4'-6" CLIP \, 4 1 ti El - 3/S3.1 O� NO o N � 7/S3.2 M�[t X 5 1/S3.1 7/S3.2 L LL O x N a 3 4 5 1„ 20'-72" 22 3/4" T&G APA RATED, TYP '~ SHEATHING PER NOTE 4 V) T/SHEATHING = PER ARCH 41— 4� II 2x10 DF#2 NAILER W/ % 13 EAD ROD @ 12" OC STAGGERED (E) CMU WALL F— 6/S3.2 �� `X yll I �(E) INTERIOR I WALL FLOOR FRAMING PLAN NOTES: 1. FOR STRUCTURAL GENERAL NOTES, DESIGN, CRITERIA, ABBREVIATION AND LEGEND, REFERENCE S1.1 AND S1.2. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. 4. FLOOR SHEATHING TO BE %4" TONGUE AND GROOVE APA -RATED STRUCTURAL SHEATHING WITH A MINIMUM 4%4 SPAN RATING. SHEATHING TO BE NAILED AND GLUED TO FLOOR FRAMING WITH .131" Ox2Y2" NAILS @ 6" OC AT PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW Y8" SPACE BETWEEN PANEL ENDS AND EDGES. PLYWOOD SHALL BE PROTECTED FROM CONCRETE TO PREVENT PLYWOOD DETERIORATION 5. ALL 2X, DOUBLE 2X AND 4X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNO. ALL ENGINEER JOIST SHALL BE TOP FLANGE BEARING SIMPSON MIT OR IUS SIMPSON FACE MOUNTED HANGER. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE SIMPSON HGLTV , UNO. 6. ALL RIM JOIST TO BE 1Y8" BC RIM BOARD TYPICAL UNLESS NOTED OTHERWISE 7. PROVIDE DOUBLE JOIST AROUND ALL FLOOR OPENINGS GREATER THAN 24" ON ONE SIDE. S. PROVIDE FLOOR JOIST BRIDGING OR BLOCKING AT Y2 SPAN POINTS ELEVATED PLATFORM FRAMING —u a 2„ 1„ SCALE: %4" = l' -O"82 tv Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARM BU RST GYM TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 NOT FOR CONSTRUCTION ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 FRAMING PLAN S2.2 GROUT EXISTING CMU CELL FOR BEAM BEARING IN POCKET W/ Y8"x6"x4" PLATE 5/S3.2 W/ (2) 3/2"Ox6" WHS N i I� ,f-• Ico Y4" T&G APA RATED, TYP SHEATHING PER NOTE 4 T/SHEATHING = PER ARCH N x10 DF#2 @ 16" OC x It 2/S3.1 13 EAD ROD @ 12" OC STAGGERED (E) CMU WALL F— 6/S3.2 �� `X yll I �(E) INTERIOR I WALL FLOOR FRAMING PLAN NOTES: 1. FOR STRUCTURAL GENERAL NOTES, DESIGN, CRITERIA, ABBREVIATION AND LEGEND, REFERENCE S1.1 AND S1.2. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. 4. FLOOR SHEATHING TO BE %4" TONGUE AND GROOVE APA -RATED STRUCTURAL SHEATHING WITH A MINIMUM 4%4 SPAN RATING. SHEATHING TO BE NAILED AND GLUED TO FLOOR FRAMING WITH .131" Ox2Y2" NAILS @ 6" OC AT PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW Y8" SPACE BETWEEN PANEL ENDS AND EDGES. PLYWOOD SHALL BE PROTECTED FROM CONCRETE TO PREVENT PLYWOOD DETERIORATION 5. ALL 2X, DOUBLE 2X AND 4X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNO. ALL ENGINEER JOIST SHALL BE TOP FLANGE BEARING SIMPSON MIT OR IUS SIMPSON FACE MOUNTED HANGER. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE SIMPSON HGLTV , UNO. 6. ALL RIM JOIST TO BE 1Y8" BC RIM BOARD TYPICAL UNLESS NOTED OTHERWISE 7. PROVIDE DOUBLE JOIST AROUND ALL FLOOR OPENINGS GREATER THAN 24" ON ONE SIDE. S. PROVIDE FLOOR JOIST BRIDGING OR BLOCKING AT Y2 SPAN POINTS ELEVATED PLATFORM FRAMING —u a 2„ 1„ SCALE: %4" = l' -O"82 tv Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARM BU RST GYM TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 NOT FOR CONSTRUCTION ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 FRAMING PLAN S2.2 41 CITY OF WHEAT RIDGE -.A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office # (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: GD -1 r Job Address: Lia '-w Y.- . P Permit Number: do (q ou � d-�> A f Q. !t\ t CV V , t ri- A L) No one available for inspection: Time iC.)"-\'�_ AM/PM Re -Inspection required:( ges No When corrections have been made, call for re -inspection at 303-234-5933 Date:- Inspector: DO NOT REMOVE THIS NOTICE lock V- �� C, V -C Y,- 0 V yk V -y -f til C, W A 'S C, A f Q. !t\ t CV V , t ri- A L) No one available for inspection: Time iC.)"-\'�_ AM/PM Re -Inspection required:( ges No When corrections have been made, call for re -inspection at 303-234-5933 Date:- Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Remodel PERMIT - 201900523 PERMIT NO: 201900523 ISSUED: 04/03/2019 JOB ADDRESS: 4240 Kipling St EXPIRES: 04/02/2020 JOB DESCRIPTION: SWO Replace cabinets with steel cabinet structure; add ceiling above cabinets; install 14 can lights; 900 sq ft total *** CONTACTS *** OWNER 720-840-9140 KIPLING UC/DYLAN ARMBURST GC (720)298-5638 Benjamin M Roach 180135 Creation Houses SUB (720)319-4904 DAN LUNDAHL 080262 LUNDAHL ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 35,000.00 FEES Total Valuation 0.00 Plan Review Fee 362.08 Use Tax 735.00 Permit Fee 557.05 ** TOTAL ** 1,654.13 *** COMMENTS *** *** CONDITIONS *** Permit fee doubled for work without permits 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. City of Wheat Ridge r Commercial Remodel PERMIT - 201900523 PERMIT NO: 201900523 ISSUED: 04/03/2019 JOB ADDRESS: 4240 Kipling St EXPIRES: 04/02/2020 JOB DESCRIPTION: SWO Replace cabinets with steel cabinet structure; add ceiling above cabinets; install 14 can lights; 900 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 building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am lauthorized to include all entities named within this document as partes to the work to be perform 1 work to is disclosed in this document and/or 'ts"accorr►pan ing approved plans and specifications. Signature of OWNER or 'CONTRACTOR (Circle one) Date 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, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The i nce or granti of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl a code or an dinance or regulation of this jurisdiction. Approval of work is subject to field inspection... /C&)V4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of `)`lheat Midge COMMUNiTy DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 • Office: 303-235-2855 * Fax: 303-237-8929 receme Inspection Line: 303-234-5933 Email: Permits(cD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # .,� V / 9 0052_3 Plan Review Fee: 3 j 0 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1--�L�`-1l I��pl'✓Ig ire wdlec� rc cc�uc- c i ��c ��.��J Property Owner (please print): A ryn i- Phone: 3D3 - M-PL,1,?q Property Owner Email: Gi<>('r>'1kra }s em —� n � � a �t r+ne� c' d ✓►'t Tenant Name (Commercial Projects Only) _ J6,,K''621 61112 :i Property Owner Mailing Address: (if different than property address) Address: ecooew" w- /4" %e S -!S- City, City, State, Zip: Architect/Engineer E-mail: ill is X ti1 n K; IYz�►'1 c�.t Phone:��% - ��1 1� -� • co fn Contractor Name: _q�l \ C LY)l r'1 1� t> 1, City of Wheat Ridge License M S Phone:2-a —29 fo Contractor E-mail Address: I Com For Plan Review Questions & Comments (please print): 12 CONTACT NAME (please print):i'ye <,/'/JoAyl O Phone: J CONTACT EMAIL(p/ease print): C fea_ (CU✓1 kbo5 e_.5 AeV)LJeJZ,Q gYy)C6 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. COMMERCIAL F-1 RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Pdc4 vl) C—e—k" 0-9 AbcvL Ca�9icvy-+�— qJJ i (ja P1 ' I (i JA- S Sq. FULF I OC BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type:_ Construction Type: Sprinklered Yes No Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) 00 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) (CONTRALTO or ZED REPRESENT of (OWNER) (CONTRACTOR) Signature (first and last name). DATE: Printed Name: DEPARTMENT USE ONLY j� ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: / T ' Reviewer: CONSTRUCTION TYPE: BUILDING DEPARTMENT COMMENTS: )� ty� -V Lie 0/, W 141 Ii` 1 C.Cn dt ` rtq/j C Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuationc� �5 , C' c o �1; Screen Shot 2019-03-27 at 10.51.46 AM.png CltyA)ept.: A• ada Fire Protection District https://mai I .google.com/mai I/u/0/#i nbox/FMfcgxwB WSvSKPM... 20 f100 5203 Applications iwslwlmi� gust My Jobs Ail Jobs for my company Address: Occupant: Street: Job Type: Status: ON Unsubmitted Submitted Returned Search Clear Filters Address Job Type Status Armbrust Pro Gym Tenant Submitted STE A -D. F -H Fin;sh!Remodel 312712019 4240 lOpiing Street 12:2222 PM Wheat Ridge, CO ActiveJabs..____..�....�..�.�_�.�.._........�..�....�.�,� Just My Jobs All Jobs for my company Address: Occupant: Street: Job #: Schedule Status: O� All Scheduled Unscheduled Search Clear Fitters Address 1 of 1 Job Type f # Status Scheduling 3/27/19,11:04 AM RE City of Wh6atp�dg p COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2 Lf 0 � � p l Permit #: General Contractor: lk Electrical Sub -Contractor Company Name: r v.,Ajtx � 'z.Ib--�W—Phone #: -ZLC,- -319 - 20Y State License #: `� j Z Master Wheat Ridge License #: ('s c`> c' Lo Z- (required field) Signature of Authorized Agent Dat Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Aj- EDC ► -�S4 J�Ipicot, CM °f ,VhegXvC%d9e VA61r9 ow"NOn { rt r CM °f ,VhegXvC%d9e VA61r9 ow"NOn { uoisinia 6uippq e6p18 jeauM ;o Mo C� (-4 wL rd L,) ✓ I �-t Y r � •,.�r� �ya•(��. d1. � �' � art♦ a ` } � e� � + % _ g cr. , I _ a.� E ,1 E t rtt y - �t - yam, . .,.�� •a. � - ., -. , . eYil Alt lit lRee R6l ENfge� C4teee b.e 77 a� - _ eTEE V�1TA6E� BQOQIE eN ;r•`, �,� t I f ,. �w +ti� � e141 Nc4Y6111e1N NKi +:s«dt iN+ Nry NNd ,q aMln+ '�'�~' . "... a :�Ig4Y1R1.MYleY: ..�.__e.+�a-- '^^^a.___•.•—•.�—...----"-._�.. ta. iWHI w , ,H , r.`y`„ _r$-�y+yip-.��t >: •+r -''ii`.'. , „^ 'fay .NP dd• a. „�, - 4 .. - •� �—E3�. w a ti a s .x r obal.. Owl 00,10 III. v� � � .. X14 so. 42S Tff A.POO tot off f, I 4f evil �YE Esc t "SIC TEE POCKET TEE jr 112395 . 2 3 STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The deet n and wastwdion of thisproject is ov med b the 'Imematfonal Building Coda" 2015 Edition hereafter retested to C adopted C of Wheat g li e y ng at 8, pt M Ridge Colorado understood to be the Authority Havtng Jurbdidion (AHI). REFERENCE STANDARDS: Where he, Standards are noted in the drawings, use the I... edition of the standard unless specific data is indicated. Reference to a specific section in the specified cede does not relieve he m.redarfrem compliance with the emir. standard. DEFINITIONS: The following definfttam cover the meanings of certain terms used In that. notes: "Architad/EA,IAe r"- The Architect of Record and the structure l Engineer of Record. •"Structural Engineer of Record" (SER) -The sma-ral engineer who is liceread t. stamp & sign the stmttunl down- for the stated project. The SER is responsible for the design of the Pnmary Structwal System. •'Submit for review" -Submit to the Mchkad/Engi.... for review prior to fabrication or wAstwdlon, •'Per Plan"- Indicates to the --Il plans, elau,bon, and stmdunl general notes. SPECIFIGTiONS: Refer tothe project spackications if Issued as part of iha contract dpumen[s /ors.pptemental information to these drawlnas. OTHER DRAWINGS: We, to the architectural, mechanical, e[ectrful, cMI and plumbing dnwinp for addfti... I Information Including but not limited to: dlmensfom, elevations, slopes, door and window openings, non-bearing walk, stairs, finishes, drains, waterproofing, ratings, curtain walk, elevators, curbs, meolse.i.1 ..it locations, aAd other nensVuctural items. STRUCTURAL DETAILS: The stmdural drawings are intended w show the general character and extent of the project and are not intended to show all details of the work. STRUCTURAL RESPONSIBILITIES: The scru-ral engineer (SER) is responsible for the strength and stability of the primary structure in As -.plated form, if Structure is rot build in accordance with stmdunl plans surmount engineer Is not liable for any failures which may occur after strocom is W& COORDINATION: The C,Mrador is respamible for coordinating details and acwraq of the work; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of the assembly; and for performing work in a safe and secure nu -I,, ant all inspection necessary. MEANS, METHODS AND SAFETY REQUIREMENTS: The contractor is responsible forth. ..am and methods of construetian and all job related safety standards such u OSHA and DOSH (Department ol Occupational Safety and Meakh). Comndor is respomble to adhere to OSHA regulations regarding steel erection items spedfically addressed in the latest OSHA regulations. BalUM and field welding at all member wnnedlons is to be completed pnor to release of the member from the hoisting mednnkm unless reviewed and I,, -.d by the General contractors temporary bracing and shoring design engineer. BRACING/SHORING DESIGN ENGINEER: The contractor shall rt his discretion employ an SSE a registered professional dWl, dmctural engineer PE, SE for the design of any temporary bradng and shoring TEMPORARY SHORING, BRACING: The contractor is responsible for the strength and stability of the structure during c.mtmdian and shall provide temporary shoring, bracing and other element require to maintain -bilk, until the structure is comdate. n (s the contractor's responsibility to be familiar with the work required to the construdlon documents and the requirements for Performing wank property. CONSTRUCTION LOADS: Loads on the strudum during comtm m shall notexceed the de,fgn Iwds ...ad fn DESIGN CRITERIA & LOADS below ar Me npadty -fpadully wmplat d conic..(.. as determined by the Comndor. SSE for 11-ing/Shonng. CHANGES IN LOADING: The contractor has the respansibOtry to notify the SER of any architectural, mechanical, electrical, or plumbing fnposed onto the structure that dI fers from, or that is not d,wme.ed or the original wntrad documents (architectural / stmamal / mechanical / electrical or plumbing drawings). Provide d -num ation of I c,tion, load, size and anchorage of all undocumented loads to excess of 200 pounds. Provide marked -up stmdural plan Indicating location of any new equipment or loads. Submit plans to the Arcli"WEMineer for review, prior to inal.H.ion. NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail drawings supplements information in the Stwctural General Notes, DISCREPANCIES: In cele of discrepancies between the General Notes, Spedfi.b,ns Plans/Details or Reference Standards. The Ardtked/Engineer shall determine which shall govem. D'scre si my be found to the Cmatract D -Aum., the Comndor will be deemed to have Included in the price the most expensive way of completing the work, unless prior to the submission of the prime the Comndor asks fora decist- from the Archhed asw which shall Lavam. Accordingly, any conoid in or between the Contract Documents shall nct be a bask for adjustment in the Conrad Price. SITE VERIFICATION: The contredor shall verify all dimension and condftions at the site. Conflicts between the drawings and actual sfte conditions shall be brought to the attention of the Architect/Engineer before proceeding with the work ADJACENT UTILITIES: The wmracter shall determine the [oration of all adjacent underground utilities prior to earthwork, foundaUom, shoring and aatawti,e. Any utility information shown on the drawings and details Is approaimet. and not necessarily complete. ALTERNATES: Allemate products of similar strength, nature and form for specified items may be submitted wtth adequate technical documentation to the Ardhkect/Enamm, for review. Akemate materials that are submitted without adequate technical documentation or that significantly debate from the destgn intent of matedak specified may be r-m.d without review. Aitemates that require substantial effort to review will not be revtawed unless amh,dzed by the Owner. SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawing.,ant Product data are required for Nems -ad in theindividual mated.1 section and for designed ebments. SUBMITTAL REVIEW PERIOD: Submittals shall be made In time to provide a TWO WEEKS for review by the Archked/Engweer prior to the mat of femItal- GENERAL CONTRACTOR'S PRIOR RENEW: Prior to submission to the Archk-,/Engin... the ---shall raw.. submittal for completeness. Dimensions and quantities an not reviewed by the SER, and therefore, most be verified by the General Contractor, C.Ami.m shall provide airy necessary dimensional details requested by the debater and pmvide the Camndors new- stamp and signature before forwarding to the Archked/Enginee, SHOP DRAWING RE1f1EW: Once the wMmd.r has completed his revfewt the SER wig rade- the submittal for general conformance with the design concept and the co mad documents of the building and will be stamped the submittal accordingly. Markinp or comments shall me be comtreed as relieving the wmndor from compliance with the pmjad Ilam and sp,,Ifi,,tiom, nor departure there from. SHOP DRAWING DEVIATIONS: When shop drawings (component deals, drawings) differ From or add to the requirements of the atrumml drawings they shall be designed and stamped by the responsible SSE. DEFERRED SUBMITTALS BIDDER DESIGN ELEMENTS Submk "Bidder-0estgned: deferred submittals to the Architect and SER for Awlew-priorto submission bathe city approval. Design of prefabricated, *bidder designed', manufactured, pre--gineerd, or mherfabdcated produce shall comply with the follow requoser,ms. 1.)Design conuder mlimary deal, live, wind and earthquake loads In wmbin khme required by 20151BC. 2.)Design within Defiedion Umpts Acted herein and as specified or mfermced in 2015 IBC. 3.) Design Shall wnf mh to the specifications and reference standards of the governing code. 4USubmtdal shall induct.: •Calculations prepared, stamped and signed by the SSE demonstrating coda conformance •Engineered components design drawings an prepared, stamped and signed by the SSE. •Pmdud Data, technical information and manufacturer's written requirements and Agency approvals as applicable. -SEE may submit to Archkad/EMI... r, a request to mgite relevant alternate deign criteria of similar nature and generally equivalency which I, recognized by the Code and acceptable to the Authority Haying Jurkdidion. Submit adequate documematian of design. GENERAL CONTRACTOR'S PRIOR RENEW: Once the wmrador has completed his renew of the SSE component drawings, the SER will review the sule meal for general mnfmmante with the design of the building and will stamp the submittal acw Jingly. Review of the Specialty SmAdural Engineers (SSE) shop drawings (component design drawings) Is for camphorate with design .moria and compatibility with the design of the primary structure and does not relieve the SSE of ruppnibility, for that design. All necessary lancing, ties, anchorage. Proprietary products shall be furnished and Installed Per manufactures tnstrudlam or the SSE', design drawings and calwInums. These elements Include but are not United to: .Steel Beams and Connection, •Steel stairs TESTS AND INSPECTIONS INSPECTIONS per IBC 110. Foundations, laminas, underslab systems and fuming are subject to impedi.n by the Building Official In accordance with IBC 110.3. C,nare or shall coordinate all required insp-liras with the Building Offld,f in ac,ordance with IBC 110.3. In addg[.A to inspections required by IBC 110, Spetiaf impedions shalt be done to accordance with STATEMENT OF SPECIAL INSPECTIONS per 1704 and 17M SPECIAL INSPECTORS: Special Inspectors shall be employed by the Owner, Architect W provide Spatial Impedions for the pmjad. Special Inspect.'shall be qualified persons who am makteredwith WABOor an Approved Agency and demonstrate competencetothesablsf ItIon otth.Authority Having.k,r dictkm per 1700.1. SOILS & FOUNDATION CONSTRUCTION Special inspection not regairad. •Reference geotechnical report for required it, observations. CONCRETE CONSTRUCTION Special imperil- oat required • 5trudunl site beau -s cons required forfo,ting and wall ralnfordng and di -mamas before pouring concrete. STEELCONSTRUCTION • Connectlam shall require impaction far both welded and baked wnnedlom par AWS M,imme . WOOD CONSTRUCTION Special Inspections not required. POST -INSTALLED ANCHORS TO CONCRETE shall have adequate research and investigation documemed per IBC Settlor 1703.4. Inspections shall be In ac-rdance with the requirements set forth in the approved ICC Evaluation Report. INSPECTION SUBMITTALS: Special Inspection reports shall be provided on a weekly basis final spedal inspection report will be required by each special inspectim firm per IBC 1704.1.2. submit copies of all Inspection reports to the Archite¢/Engme, and the Authority Having Jurisdiction for -law. STRUCTURAL OBSERVATION: Structural Observation shall be provided (.'structures dass6ed as Seismic Design Category C, D, E, and F in accordance with IBC 17M and Sec, 106.3.41. CONTRACTOR RESPONSIBILITY: Prior to issuance of building permit Contractor Is required to provide Authority Havtng Jurisdiction a signed, written acknowledgement of the Contractors responsibilities associated with the above Statement of Special Inspections addressing the requirements listed in IBC Section 1706. C.ntrador is referred to IBC Chapter 1707.7 and 1707.8 for architectural and MEP building systems that may be subject to addidan,l inspections. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Sec. 1703. DESIGN CRITERIA AND I nuns RIS -CATEGORY : Risk Categoryof Building per ASCE7-10 Table 15-1 II WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM LIVE LOADS REMARKS & Basic Wind Speed 115 (PSF) UNO Ecpcsum Category B Ground Snow Load Internal Pressure Coefficlem Cpt=+/-.28 Topographic Factor Krt=1.0 Wind Analysis Procedure used Method Seismic Design: Seismic Design Category: SDC= B Basic Structural System Building Frame LOADS Seismic Force Resisting System Shear Wall FOOTNOTES Response Modification Factor 5 15 System Overstrerigh Factor 2.5 Wall Deflection Amplification Factor 4.5 Site Classification per ASCE 7-10Table 20.3-1 D Seismic Important Factor per ASCE 7-10Table L5-2 1 Spectral Response Acceleration (Short Period) 0.1918 Spectral Response Acceleration (1 -Second Period) DO% Seismic Response Coefficient 0.0382 Redundancy Factor(North/South) 1 Redundancy Factor( EaA/West) 1 Design Base Shear( North/South) 337(lbs) Design Base Shear(East/West) 337(lbs) Base Shear Governed By: Seismic Seismic Analysis Prcedure Used: Equivalent Lateral Force Method (ELF) Snow Load: Flat Roof Snow Load, (PSF) 429 Snow Drift Load Included Yes Snow Exposure Factor (Ce) 1.0 Thermal Factor (Ct) 1.1 Snow Load Importance Factor 1.0 Additional Load from Drift PSF 0 DEFLECTION LIMITS: VERTICAL LIMIT Floor Members, Dead +Ove Load,Total Load CM Deflection t/360, where (L h span length, Inches) Floor, Ove Load V480 LIMIT and HORIZONTAL FOOTNOTE Members Supporting Sri We Fi n i she. 1/240 Members Support Flexible Finishes 1/180 aJ vel no ansa Is rmucl me co ✓ p mes me uomponem and uamp AS foams per Ia.1. IbiI momma 1. DESIGN LIVE LIVE LOADS REMARKS & LOADS Area (PSF) UNO FOOTNOTES Ground Snow Load 42.9 Roof Live or SNOW(see above) 30 Office/Conference Live Load 50 DESIGN DEAD DEAD LOADS REMARKS & LOADS DESCRIPTION (PSF) LINO FOOTNOTES H oor Dead Load 15 Wall 20 SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter IS "Sols and Foundatiom." GEOTECHNICAL REPORT: NOT PROM DED, CLIENT TO VERIFY ASSUMED VALUES CONTRACTOR'S RESPONSILITES: Comndor shall be AbOusable to -1- the Geotechnical Report and shalt follow the mconu-ndatlom specified therein, but not limited to, subgnde tamparatlom, pile installation procedures, ground water management and steep slope gest Management Pn Imb. GEOTECHNICAL SUBGRADE INSPECTION: The Geotechnical Engineer shall imp.¢ Al sub -grades and prepared sail bear[M... faces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engineer shag provide a letter to the owner stating that ..its are adequate to support the 'Allowable Foundation Bean, Pressum(s)'.how, below. Assumed valuesshall be field v Afhed by the Building Official ,,the Geotednical Engineer prion. placing concrete. DESIGN SOIL VALUES: Typical Safety Factor per Soils Report.................................1.5 Allow Bearing Pressure ........................................................2000 PSF (ExhtMg Foundation) Allow 8eadng Pres wrens......................................................3000 PSF- Native/Strudunl FIR (New Foundation) Passive Lateral Pressure .............. ....._.......................... .....,.,2W PSF/FT Acdw Lateral Pressure._.__.................................................40 PSF/FT Coefficient of Sliding Fn¢ion.._.................. _.._.._................0.3 FOUNDATIONS AND FOOTINGS: Foundations shall bear on either competent names soil or-mpa¢ed structural gill as per the geotechnical repot. SLAB Ole GRADE: All slabs-amgrade shall bear on-mpacted stwctural NI or competent native sal per the geotechnical report. All moisture sanskiv, ,fabs -on -grade or those subject to ncetve moisture -Aft[ a watinW ...ring shaft be provided with an amonopnam apgary break and vapor lumd.4maudant over the cab grade prepared and installed as Acted In the geotechnical report, barter manufadurae, written Ansumn clan,ma and coordinated with the finished specified by the Archftect. REFERENCE STANDARDS: Conform to: 1) AO 301-99'Standard Spidficatlons for Structural Concrete", 2) IBC Chapter 19 -Concrete 31 AO 318-14/31811-14 FIELD REFERENCE: Corkrador shall keep a copy of ACI Field Reference manual, SP -15, 'Standard Spedfi ,bons for Strudural Concrete (ACI 301) with Selected ACI and ASTM References" CONCRETE MIXTURES: Ccad res to AO MI sec. 4'C-cmea Matures' MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for requinements for cemerkitious materials, aggryrtat, maxing water and admt#um. SUBMITTALS: Provide all wbmNtak required by ACI 301 Sec. 4.1.2. Submit mit design for each mh to the table below. 5 TABLE OF MIX DESIGN REQUIREMENTS Member Type/Location Strength Testage Maximum Maximum Air (psi) {days} Aggregate WICRatio Content Foundations Foundation Footings 30DO 28 3/4" - - Slab on Grade Interior 3000 28 3/4" - - Mia Denton Notes: 1. W/C Ratio: Water -cement... material -I. sHWI be based on the total weight of the I.-Amia. mrtenab. Ratios not shown to table above arc controlled by strength requirements. 2. Camentftfous Co...: (a) The use of fly ash, other pozzolam, Alta fume, or slag shall -.fano to AU 301 Sec 4.2.2.8.b. Maximum amount of Ry ash shall be 20% of total ItAm ntiti.. .mem unless reviewed and approved by SER (b) For concrete used in elevated floors, Portland oorem come. shall c.At.- to AO MI Sec 43.2.1. Acceptance of lower cemam come. is omRIMent on providing supporting data to the SER for review and acceptance. Use of Addnfves shall conform to ACI 301 Sec 0.22.8.6. FN ash shall not exceed 20% 3. Air Corkent: Conform to AO MI Sec. 0.2.2.4. Concrete suncces in cunt,¢ with soil raqum, air em armed concrete. Horizontal a... -surfaces require 'moderate exposure.'VWiule lhwsurfacesrequin'moderrteaapwum."Tolerance is 31-1/296. Air comer. shall be measured at point of pboamarN. 4. Slump: Conform to AC1310 Sac 4.222. Slump shall be determined a poi. of placement. 5. Shrinkage Limit: Concrete used in elevated slabs and beams shall have a shrinkage limit of .0a5% at Ze days meuurem appdance with ASTM C157. 6. Chloride Coota. Canfom to AO 301Set 0.2.2.6 And Table 4.22.6 for other minf,rced concrete wnstrmcbm. 7. Nan- hhuide accelerator. Nw Monde atcelmting admbkum may be used in -mete slabs placed a the ambient temperatures below 50 of at the contras.'. ,Piton. FOIIMWORK: Conform to AO MI Sec 2 "Formwork and Fortes Accessories.' Rmov.l of Forms shall conform to Sec 2.3.2 except strength indicated in Sec 2.3.2.5 shell be .75 Pc MEASURING. MIXING, AND DELIVERY: Corlfpm to Act 301 Set 43 HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Sec 5. CONCRETE CURING: Pwde curing-mpoends for concrete as follows; 1. Apply specified coring compound to-ncrete slabs as soon asfinal (finishing operations are c.mpitte(wdhin2 hours and aper surface wrtersh... has dieappeared). Apply uniformly in continuous operations by power spray or roger in accordance with manuh-me, directions. Recoat areas Iubjeded to heavy rainfall with 3 hours after initial application. Maintain commiAty of coating and repair damage during wring period. 2. Use membrane curing compounds that will not affect su f.-1. be covered with finished materials applied directly to can¢tte. 3. Apply curing compound at rate equivalent to rate of application at which wring compound was ongi-fly Luted for wnformance to requirements of ASTM C ME. 4. Use curing wmpaund compatible with and applied under direction cfsyamm manufacturer of potactNe sealer. 5. All concrete mustachfav, POW psI-mpresstve strength before being subject to freezing and thawing cycles. 6. AMIVt sepamematswithfirst,Bow t,becametackybefomapplyiMsecond. Direafon of sewnd application shall be at rig. anglms to dire¢lon ofRrst. EMBEDDED ITEMS: Position and secure in place omamm, jotrk maternal, anchors, and other structural and non-structural embedded items before placing concrete. Camra --hall Marto mechanical, electrical, plumbingand arthit,d,nl drewinp and coordinate other embedded items. GROUT REBAR AND ANCHOR BOLTS: Follow manufacturers written trntmdlons, drill holesin existing wAcma l to depth noted on plans or to depth as necessary to dwelop the strength of the mbar listed in the manufacturers[CBO report. UNG bythe manufacturer, make the holes 3/9to% inch greater than boft or dowel diameter. Roughen sidesof kolasby percussive drilling mechotls. Holes ahall be brushed and blown free of debris and sptace residua before grouting operation. Spatial Inspection required. SHRINKAGE: Conventional-ncrete slabs will continue to shrink after Initial placement and stressing of wncrete. C-Aictor and subw.rador shall coordinate jointing and finerior material finkhsd to provide adequate twmnce for expected strudunl frame shrinkage and shall include, but not be limited to: curtain wall, drywall, storefront, skylight, and oNImg suppliers, Cmoad Engmear far expelled shrinkage range. TESTING AND ACCEPTANCE: TESTING: Obtain sample and conduct tests in sow ibnce with AO 301 Sac 1.6.4.2. Additional samples may be required to obtain concrete strengths at almmate imervak than show below. • Cure 4 Cylinders for 28 -day test age test 2 cylinder at 7 days, 2 test cylinders rt 28 days, and hold 1 cylinder In reserve for use as the Engineer directs. After 56 days, unless notified by the Engineer to the contrary, the enema cylinder may be discarded with being tested for sp,dm,M meeting 28 day strength requirements. Acceptance. Strength is saffifactm when: 1 The averages of all sets of 3 corhsacntiveiatt equal ar exceed the speafled strength. 2. N,IndNisualte (a N, elowthesped edstrenphbymorethan SFlopsl. A -test: for a¢eptarce fs the avenge strangth of the two cylinders tested tt the specified test age. CONCRETE REINFORCEMENT REFERENCE STANDARDS: Co.orm To: 1. Act 301-99 2. ACI SP -66 3. CRSI MSP -2-98 4. ANSIJAWS 01.4 5. IBC Chapter 19 -Concrete 6. ACI 318-11 SUBMITTALS: Conform M ACI 30L Sec 3.1.1'Sulamitt.N, data and drawmgs.' Submit placing drawings showing fabdcxtion dimensions and locati.ns for placement of min ement and reinforcement supports. MATERIALS Reinforcing Bars- ASTM A61S, GRADE 60, Deformed Be,. Deformed Welded Wire Fabdc - ASTM M97 Bar Supports - CSP 1 MSP -2-98, Chapter 3'Bar Supports." Tie Wine, 16,5 gage or header, black annealed FABRICATION: Conform to ACI 301, Sec 3-2.2 'fabrication' PLACING Confirm to ACI 301 Sec. 3.3.2'Plammenr placing tolerance shall conform to Sec 3.3.2.1"Tolerances." CONCRETE COVERS: Conform to the following cover requirements from ACI MI, Table 3.3.2.3: Concrete Cast Against Earth........_.......................3' Concrete Exposed w Earth or Weather................2" SPLA: Comp. ro ACI 301, Sec 3.3.2.7- Refer to "Typical Lap Splice and Development Length Schedule' for typical reinforcement splices. Use Class B spiiws unless noted otherwise. Mechanical connections may be used when approved by SER. The splices indicated on Individual sheets shall control over the schedule. FIELD BENDING Cmform to ACI 301 Sec. 3.3.2.8 "Field bending and Straightening." Bar sizes 93 through g may be field bent cold the first time. Other bars require preheating. Do rrot twist bars. TYPICAL CONCRETE REINFORCEMENT: Unless noted an the plans, concrete walls and slabs shall have the following minimum reinforcement Contract., shall confirm muunerm reutfp'temenl of walls with SER prior to mbar fabricath- TABLE OF MIXDESIGN REQUIREMENTS Wall Thickness Horizontal Bars Vertical8ars Location 8" R4@12"OC #t4@12"OC @CL of Wall A Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARM BU RST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 City Of Gen. NotaseJt(AQe S l Iling Division 1 2 STRUCTURAL GENERAL NOTES STRUCTURAL STEEL DESIGN STANDARDS: Serueural 51-1 for this project ls designed in acardance with American I -ft.. of SNI C.-rualen (AISC) Structural Steel f.,this project k designed per. AISC- 'Manual of Steel Construction, 14th Min REFERENCE STANDARDS: C..f-To: 1. IBC 2035, Chapter 22 - Steel. Herein referenced as IBC. 2. AN51/AISC303-10"Code of Standard Practice for Steel Buildings and Badges."(2000) 3. ANSI/AISC 360,10 "Specifiattons for Structural Steel Buildings." Herein referenced se AISC 360. 4. AISC348-04/RCSC - "Specification hr Stmo u al J,mb, using ASTM A325 -A490 Bots' by "Research Council -Structural C.m.- ons" (RCSC). Herein referenced sa RCSC. & AWS D1.1-2003 'Structural Welding Code - Steel." Herein referenced as AWS D1.1 6. AISC-"Speclncadon for AOpwabl, Stress Design jASD), Single Angle Members 11SO)." 7. AISC"Spedflntlon for Struesunl Steel Buildings- Allowable Stress Design and Plastic Design" - ASD n589 (1989) Including supplement No. 1(2001). SUBMITTALS: 1. Submit Shop drawings in acCortlanre moth AISC 360 "Code tStandard Podia", Seaion4"Shop and Erectmn Drawings°and Sec. Mloftheappliabfe AISCspedhoou n 2. Submit welder's certificates verifying qualification within past 12 months. 3. Affidavit sting the steel provided metsthe mqulrements ofih. gnd.(s) specified. 4. Wold Procadun Spedfcrtiom lWPS's) 5. M.mfadur.e. engineering and installation information for Emay/Adh.N. us ed for DnlHin Anchors ind.ding appllabl. ICC Engineering Research(ER-sna)Report- 6. OA Plan and Pmcedures of Fabn em, Shop not WASO Certified, 4 5 4. Special Inspector shall review the pmcadwes brComplteness and edpuacy relaCiva Me code and the work. This review mob, waived Nth,Fakukeer is approved perlBC5 1704.2.2. ERECTION. 1. Conform to AISC'Code of Standard PII(20011), Section 7'E.W.r-,Sadlon8"Quahty Assn ' and Sec M4 ofth, appfablo s Lieatlom. 2. Structural Weldingto wnfunnawthe AWS DIA and applicable WELDING new above. 3. 5pedal Impedor shall inspect the steel framing to verify compliance with Me atolls shown. the Contnd Documents inducting membx sire, location, bracing and the application t proper joint details at each.... d m. 4. High strength bolting shall be pen dialt,-padad by the Spatial Inspector per IBC Section 170433, BRACING and SAFETY PROTECTION: The commomr shall provide bracing and safety protection required by ARC SPecifiation Sec. M4.2 "eradng' and AISC Code Sec. 7.10 and 7.11 for "Temporary Supplemam t Structural Steel Framing." 1. SHOP PAINTING: Cordons to AISCSposifioton Sec M3 and ABC Code Sec 6.5 unless a-Ili-cortsystem is required per the pmjedspedfatiom. 2. INTERIOR STEEL a. Unless Noted Otherwise do not paintReel surfaces I. Embedded in Conate it. Fireproofed Ili. Concealed by the interior building finish. Iv. Specially prepared as a'f ymg surface" for type SC "Slip-Ctical' bolted cann+:ctians, unless the.ating wrdoms, to req.1mmems of Me RCSC Boit Spadficel.n and is approved by the Engimer. v. Welded;lf,ma requires painting, do not paint until after weld nepectiom and Non-destructive testing requirement, ifany are somfied. b.Intenor Steel, sepesed to view, shall be painted with one tort (shop primer unless otherwise indicated in the project spedfatiom. Field much -ups to match Me finish coat or ,s otherwise indicated in the project spedfiodom. WOOD FRAMING REFERENCE STANDARDS: Conform to: I1j IBCCInpter23'WOOD' (2) NDS -12015 National Design Specifictions (NOS)br Wood Construction' PRE-CONSTRUCTIONMEETING:Th.Comndorshali.-ageapremmAnnsfonmeeting.The tumnasm atructumlengineer-of-record.,subCot.Ams my.Ned with the field welding, Me Building Official, and (3)APA PDS - 97 Plywood Design Specfitetlon(revised 2010) representatives of the special insctbmeeting.PI I' ational Design Standard for Metal -Plate -Connected Wood Truss Co strwbon.' pen agencyshall attend this ming. (4) ANSI)T MATERIALS: (5)TPI HIB"Commentary and re.mmendtions for HandinL lmlalling&Bndng Metal Plate Connected Wood Trusses.' Wide Flange DV), Tee (WT)Shapes ........................ASTM A992 Fy= SWai (6) TPI EGO'Rawmmandad Design Specification for Temporary endng Metal Plated C.-Cmd Wood Trusses - Wide Report T9&22 -"Nail Penetration and Framing Specific Gravity Fact.rs for Shear Wells and Diaphragm" Pipe Seal.n........_ _............ ..................... ............ _ASTM ASS Fy- 351,si Hallow Structural Sedion- Squarejll R(HSS).......ASTM ASOO, Grade B Fy=46ksi Structural Bars& Name (PL)............... ............... .....ASTMA36 Fy=36W High Strength Bolts .............. .........:....... _................ ASTM A325, Type 1, Plain. Nuts...................................... ... - ....... ... ..._..._.......ASTM ASO Washers........................................................._..... ASTM F436- required @ sltled &...U. holes. Anchor Rods(Arthur Behs6-........... ASTM F1554, Gr. 55 Weldable per Supplement No.1 Welded Headed Studs (WHS)1/2' or 5/8'._..ASTM 108 - NebonjTRW H41. or equal ` Welding Electrodes .......................... .................E70%%unless orad otherwise with a minimum toughness of 20h -lbs rt 4O degrees Fahrenheit. 0011 -in Anchors .......... ..f........... M66 Rods with Hihl HY7150 m SER a Prayed equ with current ICC r ort. ' •-%'} I WELDING: 4 IJIJ e I Cr I4V t )icrNeoe, � -� G� r►lt?t� F (1 'f)�`t.t�lri� 1. Welding shall .nf.- to AWS 01.1 and visually anfprm to AWS Sedf.n 6 and Table 6.1. Fabrian.n/.taction Impedlons by the Commoom, par AWS DIA Sec 6, ihall be by assodrtad/xrtKed irspedom (AWL/CWI) per AW WS QCl ar AWS B5.1. Special Inspscboos (-I ita km inspectlem) shall be by. certified Welding Inspector (W) m-Serwr Welding Inst edm (SWI) per AWS B5.1. 2. WNders shall be quagfled farthespetific prequalifiedjoints required bythe design and certified In accordance wind AWSand WABO requirements. ..ry IF Ic4" " 3. Welding shall be domin accordance wind appropd.t, Weld Procedure SpedfiaUonz(WPS's). Weldwshall be familiar with the appliabl. WPS's. //M1M1 4. Welding shall be done with AWS Pnequatified Welding Processes unless otherwse pproved. 5. Welder W,Iifiatl.ns and WPS'sshall be --hoed] at th-ft, ofth, work and shall be readily available for Mspedlom upon require, both in theshop and in the field. 6. Use E70 and E71T, 70 k. Strength electrodes appropriate forth. Process -l -ed. 7. Priortotheatarttwork, Spadalimp,doror,lf-MSCCertifed'orth,mw,'Approved"shop,ashopCertified Weldinsp.d.f(CWI)ceaM.dinac.rd.nc.wghp,a.-ofAWSQCl,shalilmped and document Compliance moth the following: a. Conf ns, welder qualihapom prior to dart ofwork. b. Review all WPS pri.n-he start of work c. Confirm mtenals I, fatxiotions Conferin to the specifmiom. d. Pedodlally obsem,idm pr,mnd,,. fol -up and waldertechniques. e. Identify on plant all multFpass hilt wilds, single pass fillet wads great Man 5/16', and Complte and Partial Joint Penetration (UP or PJP) groove welded buttjpints that require Continuous j5pedaB Insp-mr. f Vbually iraped all welds perspecial lmmction RequlnmeMafor Steel and AWS Sedlon 6.5 and Table 6.1 HIGH STRENGTH BOLTING: 1. High Strength bolts shall be of the ASTM grade and Type specified to the materials section. Unless noted otherwise, tnstall boxs in, pints in a=rda,c, with the RCSC speaf aboral as Joint Type ST., 'Snug TlgM"-per RCSC Spedfladan Table4.l and Sedlon B.l.InpeNon is per RC5C 5edion 9.1. Bakshavebeendeslgnedas ASTMA325-Nbolts-'thm,&lndudadmshearplane" WELDED HEADED(^HUR) STUDS for COMPOSITE BEAMS CONSTRUCTION: welded headed shears[ads(WHS,esdes,gmated on the dawnsµ)shallbeY"dumater unless rated otherwise Nominal Rud lengths are as shown on the dnwfngs. Unless noted otherwise, provide minimum Rud height equal to the Imetal dak depth t 1'/.'I and a ma urine, dud height that allows for W of -Imp, ewer over the stud. Welded Head Studs (WHS) and similar comate anchors shall be welded in accordance with AWS 01.1 Chapter 7 "Stud Welding* ANCHORAGE TO CONCRETE: Conf.- to IBC Sac. 2105 'Quality Assurance 1. COLUMN ANCHOR RODS AND BASE PLATES: All Colum. (vertical member assembiles wetghmg over 3(Xpounds) shall be proyided moth a minimum of (4) W diameter anchor rads Column base plates shall be at lean W thick, unless .tad th-me. Cast -in -plea enamors rods shag be pm . provided unless otherwise appred by Engineer. Unless noted otherwise, embedment alt .f -Myre hanchor rods shall be 121". the anMt diameter (12D) 2. EMSESBEO STEEL PUTES.0 HEADED CONCRETE ANCHORS(HCA): Headed comate anch,,(HCA)waided tostael embedment plates cost monolithic with terrace, shall be welded in aomrdarmwth AWS D1.1 Chapter 7 "Stud W eld'mg." Unless rated aharwlse, HU shall be'h' diamter %6" long. 3. DR(LL-IN ADHESIVE ANCHORS: Adhesive athors shall be SER approved with Current ICC report that pmided allowable shear and to le values equal. or great than those ICC,alum rated for HY-150. Install anchors In rtrld aaordance to ICBO report and manufetu,se, ImtruNons. Dnlled-In Anchor embedment lengths shall be as shown - dnwinµ, or rat less than 10 times the anchor nominal diem ma, (=). 4. DRILL -IN EXPANSION ANCHORS: Expansion anchors shall be SER aporwed with current ICC report that pr.M. allowable shear and centile values in sacked concrete per ACI 318 Appermdb D, equal to orur wthanthteICCvalueslistedfor Hiki Kwikbok R. Install andsors to strict adordanca to ICC EST report end manufacturer's InRructi.ns. FABRICATIONS: 1. C.brm to AISC "Code of Standard Practice" (1000), Section fi "Shop Fabaatlan and Delivery', Sallon 8'Qualty Assurance" and 5sc M2 and MS o(Me applicable speMaciom. 2. Strueunl Welding and associated inspealom and qualiflcati.m canformtothe AWS D1.l and applTcaWe WEIDiNG ores above. 3. The fabriator shall maintain dialled fabnation &erection quality Cotrd procedures per IBC Sac 1704.2.1 [hat provides the hosts far impaction cwmd of the workmanship and encores that the work is performed Y amwdanm with Code &Standard Pnttim, the ABC Specifitatim ,and the Coerad Do.ments, 5USMITTALS:Submitshopdrawingsto Me Ardtited/E,W,e rfarreview. 1, LVL Members Z. Engineer wood loot 3. Stair Stringers DEFERRED SUBMITTALS: Submit produd data and proof .f ICBG approval for framing members and fxstmrs Mat have been designed by others. Submit alculatiom; prepared by the SSE in the state of Colored. for II members and torr-- pm designed by others along with shop drawings. Ail necessary bridging, blacking, blocking panels and web atlffeners shall be detailed and furnished b the supplier- Temporary and Permanent bridging shall be installed in .nf.-Ise with the manufadumi's spoefcrtions. Defection limits shall be as noted un Design Loads sedfon. Products lnduded are: IDENTIFICATION: All sawn lumber and pre -manufactured wood products shall be Identified by the grade mark or a comflcate of impecti- issued by the certifying agency MATERIALS: LUMBER: Conform W grading rules of W WPA, WC118, or NLGA Ffnerjoimol studs ao optabl, at imenorwaR only. Member lll� Size dies Grade Studs 2x4,2116 Dou9-FirNo.2 Beams 2x4 --2X12 Doug -Fr No.2 WOOD STRUCTURAL SHEATHING (Plywood): Wood APA -rated Arnmeal shenhing Indudes: all veneer plywood, .named strand board, waterboard, parttdeboord, U-11 siding, and ompospa of veneer and wood based material with TIG jobs, C.tmu,wr may disallow MD. Confirm wish Project Team. Conform to "Corenvol,n and Indusenal Plywood' basad on Pmdud Standard P&1-95 by the U.S. Dept. Of Commerce, and 'P,,1mm nse Standard for wood Based Stmtluml -Use Panels' "'on Product Standard PS -2-92 by the US. Dept. of Comment fia and "Plywood Design Spedtio .( bed 1998)' based on APA PDS -97 by the Am.0- Plywood Assodation. All sawn lumber and pre-mandadured wood products shall be Identified by the gras cert de mark a ificate t Impeetion issued by the certifying agency. • Minimum APA Rating Lewaon_ Thickness Span Remit Pl w dGade Exp -re Floor 3/4" 4&24 CD 1 Wdl ISM, 32/16 CD 1 Unless noted of m,, ondrownm,resell root floor endwall pends with long d,,mramm, across nTMortend wlm arel mar-. ever leo tar mae'pens Enip", _11— ser support/ TIMBER CONNECTORS: Shall be'SVong Tie" by Simpson Company as specified in their latest catalog. Aitemate Connectors by nth., manufarxurers may be substituted provided [bey have rent ICBO approval for equnnalam or greater load npadties and are miewsd and approved by the SER prior to ordering. All manufacture recommendation shall be followed. When nnedors steps canned two members, plan no hall of mils t bahs in each members. Where straps are used es hdddowns, nail straps to wood fnmingjust prior. drywall application, as Irte as possiLle to allow would to shank and building to settle. Prematum nailing of dap may lead to Rap buckling and potential failure, which An,duml engineer shall not be liable for failure. When ...nedm an in espmed seen- appli-i.m N contact with Prase v We treated wood (PT) other than CCAs etemacter sbell ba either bitch ht -dipped galvanised (HDGI, mechanially gahantted (ASTM 8695 Class 40 or greater) train, VW,[,ed with 1.85 ox/R. FASTENERS: nails boles tc rttarhin timber o nolo , ser has a post ca and bases etc to PF wood shall hay, similar corrosion resistant. Verify suftabil of the fastener 1 , stews, ) g B r. rs, p top 1 rily by preedlon/carting with the wood treatment chemical manufacturer/supplier. Provide washer under the heads and nuts of all bobs and by screws bearing on wood. All n,& Ud and smaller shall be full length common unless need theorea 16d nals may be 16d sinkers unless noted otherwise. Nail Amps to wood framing as Irte as possible In the framing pmtrs to allow the wood to shrink and the buildingtp sttle. Premature mulling a the strep may leadto step budding and potential finish damage. Fasteners shall ..fano to IBC Sec 2304.10 "Connacti.ns and taMners." Unless rated on plans, nail per table 2304.30.1. Unless noted otherwise ail nails shall be common. ARemate nails may be used but aresubject to mlevJ and approval by the Stmdural Engineering. Substitution d Staples for nailing of rated sheathing b subjectto review by the stmetural engines pnorto Cons[rudlen. LAG BOLT5 OLTS; C.fo-.ASTM A325 and IBC Sec.2304.10. ENGINEERED WOOD PRODUCTS fTnudoath The following material are based on lumber manufactured by Tm, JOIR and were used for the dost{, -how on the plans. Uri -n d Veneer LumbertLK) Conform to ICC ES Report No. ESR -1387, Fb - 2800 PSI E = 20W kst Laminated Stand Lumber(LSL): Conform to ICC ES Report No. ESR -1387, Fb =1130 PSI E =800 ksi NAILING REQUIREMENTS:Pm.11be mom Rushan Tnamamanceum the table 2&,hea1.'Fastedng Schedule'Escoptesnted ondnwinµ. Nailing for rat/floor diaphragma/shearwalls shad be perdnwMµ. Nalb shag be driven flush and shallot fiadure the sur(a..isheaching, STANDARD LIGHT FRAMING CONSTRUCTION: Unless noted otherwise on pians, r Ametm shallform to IBC sec. 23M"Comemional Ughl-Famed C.-wi.n'. NAILERS ON STEEL COLUMNS AND BEAMS: Wood 3X niers are r"u1 ad on all HSS Columns and Steel beams abutting or embedded within wood framing, Unless rated otherwise, attach with 5/8- demter bdb orwelded Studs at 16" on comer. Wood mlemm beams supp.rtj,ss,h fE matoverhang the beam flange by mon than 1/4' MOISTURE CONTENT: Wood material used for this project shall have a maximum moisture content of 19%except for pressure -Voted wood s81 plates. Refer to Testing and Impaction for ati.n tth..Iimhs. CLADDING COMPATIBILITY: The Ardsited/Owner shall review the dadding and Imulallon systems proposed ft th, projed with respact to their perform mo over wood Buds with moisture comets greater than 193L EIFS systems should be avoided en wood -framed projects due to problems with m.btum proofing PRESERVATIVE TREATMENT (PTI: Wood materials am required to be "treated wood" In accord n with IBC Sec. 2304.11. 'Deny and Tommie Protedt.n" shall Cordia, to appropriate standards of the American W -d -Preservers Aaau ale on IAWPA) for awn lumber, glue laminated timber, round poles, wood piles and marine piles. Follow Amen- Lumber Standards Cgmmmee (ABC) quality assu once procedures. Pmduets shall bearthe appropdaa mark. Fa ,,e, or anchors in Voted wood shall be of Rainless steel or ht dipped &,Nanitad ores per IBC 2309.95. HUD UM48A Pressure -Treated Lumber and Plywood Certificehm a nqumed. Always verify the suhabilky ofth, f eponer protection/mating with the wood [,ailment ch unkal manYfadmer/supplier. ABBREVIATIONS p Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 o ' • .Q Eli G;�9 he63ILyi2o�{{{14���f ` �q '•11•••11.1• \fir' FAV DI ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 city of Gen. 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Stan on Crude CIP Cos: �n Plaaa YLGe}I su`Y OT liaustf:R -0 'YALIS , y4a i Sltuct acct Se; /ion) $PEC Spacif+potion CJ C9nalssn:Ii.n a f IBC Iniacaol i...1 Eoildin9 SO Squcre Cpntrol Joint ROc 4 vrml IJ Or DECK Sew Co4e SP Sf y4f4=i c p f""Tpiefe .cal In Int=d. Dianatar sF sgegre Fna/ penef*uh.on IE Inyerl Elorotic. SST SJ ainloas Sfea C¢R Cl am IF .-I. Fqn S!AGC St sygerfSlNggerG CM) 4'omcselo IWsonry INT Inferior STD 5tlydcrd Unit k Kips 511-f Sfi if CO. W_ xSr Kips Pt•r iquo'e root STi mol CgIG wnctete if J.InegI Ft., 51HLGT ox yclur 9l s.MgJ faN^.nI"i- LL Li va Le.! SRtlWJ Solid V b 0ym i ccml Conelru 1.1, LLH Long Leg la..+, icnlei Jo, sf CWJT G If auaaa LLM Wnq Lea l`atl lccl SYN Sym,elri cul C 51 NX (;Do forgo nk 1P Ldo Poll/ T Toa LEND Can ts,.d LOWIf Long; Iso indJ tj tea UI e Diamew LEL Ln, noft< Strand L"tl Tas To; d Soft.>-, DB Dr by Bean LVL LCIy9naer LUIGer TC kY Lu TCP Chord DBA Delorl".ed BE, 4aC'er 05 Masonry Ia Tai Laod DEL. [bvbJ♦ UAxUox:man TCY Top f:xeo-d Er rano. an DEV Davclayn•.f "CCN 4kchoef.cl ns T:¢ Doan )7sfury pF CUv91as Fir IF.27 M.araelbe TAG TDnyua 6 Groove DIAG Di ogeent UM kbnuf.dic.cnr Tf4(f1E Thicke-.1 n 1$f Dietr-halal UIIJ Min, man ,f4rD threaded GL Daod Low MIS.IC Nl acrlixaasa TtPJ Th•cu9h in, w., NIC. Nat %'Cntf OCi JNAN5V ir9'S'11 IBB Dc nitln Mrs Nn+ r, stn;e TyP Tyn,reJ CrP D4R1h"Nop 0C ch Cantor 4EC nl form Bui ld i.9 MG Dr -!so OCR Ord+mory Carcant"+c Cod. ,E) W11 ray Btcced LM colals killed fat 1xh 00 W+e+de f-ianeter Ou4re.ee Er Earth rote Dr ori+a, da To URe ped EL Elewon >� rAMingq ""C"y Unlr CLEC ii PbireG9l OFP Jk0ps1 It ye•Ijc41 ELEV tiMra Open Weo Steel Ja .sf N yf<l. aw6 Eaagdpuni MWJ 0-. g'o> *-d .halal W/ Ni ft. E.D Egybl ( Plata W/FJ N, t-hpyt ECUIp E4alfatonr PAU N Ger Rctuof ed ltalener 96+5 Nal tled Headed Ssud EW Eoch way PC Precast Comate NP ao+kim9 P.imt fW Exga,ei pa PEN, petye.dicuior Wff Netted w". Fabric CW J3 Eapansioe .t6 inJ PLN' PIYA'vad S Plus or Mi rays EZT firfar or pp Portia) P...trcf,.n rD T1vur Dual. PIETA? P.efabricofod FCej F.6-P-0Pbunas ter Sgabr. Foot FIN Finish PSI Pounds Per tquvre Ihpn Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 o ' • .Q Eli G;�9 he63ILyi2o�{{{14���f ` �q '•11•••11.1• \fir' FAV DI ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 city of Gen. Note e�.pflAe S Lil D"J"ion DRAWING LEGIM bNK DEyJCRP'Ofl W.K DvclklvrcA s2.5 S^i2Ai iCOTNff, ifj SIMI SC2e:Jl1 1Di rLsNGE %EUgel %J Ph.' CAF W10. (111LA 10 C'yiygS fCLL9y1 SRA/4TdR/1 D iC{N (15S.t',.0 ilJ1PJ :: SM'hT MEC4F SCkeTM-C) 1� i• ItS F,\iL1W ' MT LP/Pk-W, MUCPM.. -1 C0.4c". 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AJN NpFHt11215 4 9ghAR yaLL .____. 5 -Li RERU i9PSra*ES htiYBEq OF Sr -,M REWAM J -)"MES . _ __.__.. _ i ---i IK`"AR:S µsR#W YAL R-3,% -t e,Ap SPE•. - tar p1N1 NDTE - - --® NVQQt3 ::tW N KvTK (R.Fkv :Y ir✓:fi }t -r R j } '.. IaG•JVE1 tx1RaG .Mt FOOPHG ifislL� _ _ uP v [,M mol _ Ia-.y wST-TMSKAI DEAD ME PLAN) - (/SY.x {pE'4L MAASSEER/SHEET y:,UEEF) Do ° 1l via (CTNLS�A +Regl R//Split 'WrsT.aJ L a P:A-JL'iRai SIRESSaw `NJ (P„W) YLGe}I su`Y OT liaustf:R -0 'YALIS , y4a i 'p.51-1kYaX81 'Kprd (PW: x _ S F`w ERAGED FAANE E1EyAT `S 4- -; N INCIYSI `i'AV 6"IO:CAJh ++9iDAAAS Lx1iRIS OF FRAMze; ;ata K5 of Orle t-jr►, 'IreLDa+MTE SIRES`-ikb (RA,' SIR ROc 4 vrml IJ Or DECK Sew Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 o ' • .Q Eli G;�9 he63ILyi2o�{{{14���f ` �q '•11•••11.1• \fir' FAV DI ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 city of Gen. Note e�.pflAe S Lil D"J"ion A 7'-21 2 81 2 5 �� 20'-74" 21 N re) U) 00 3"0 STD PIPE W/%"x10"x10° BP W/(4)1/2"Ox31/2" EMBED STRONG BOLT 2 II II II I �(E) INTERIOR WALL II II II II II II II II II II II �I FOUNDATION PLAN NOTES: 1. FOR STRUCTURAL GENERAL NOTES, DESIGN, CRITERIA, ABBREVIATION AND LEGEND, REFERENCE S1.1 AND S1.2. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. 4. TOP OF SLAB TO BE ASSUMED 100'-0". FOR ACTUAL T/STEM WALL ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW GRADE AT INTERIOR SPACES. PROVIDE FREE -DRAINING GRANULAR FILL. 5. FOUNDATION DESIGN NOT nS PROVIDED ) v�t ' fou!! c.`t�rt ��C �©nS �'���,�tl-eCyJ POST PLAN SCALE: Y4" = l'-0" BI C DI Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 ow of POST & F00,T�NG�,idO PLAN S 2.1 pivision 9'-12" LS70 V-11" 2'-81" 4' CLIP v2 r -i Ul 1 r, rY�v 20'• N %a" T&G APA RATED, TYP ri SHEATHING PER NOTE 4 T/SHEATHING = PER ARCI � J U 0 io 3/S3.1 @ U O N - u _ Q iIN CT x -I N N LL O X N 7/S3.2 4.. n ii n ii n 1---2x10 DF#2 NAILER W/ 5/"0 -- GROUT EXISTING CMU CELL FOR BEAM BEARING IN POCKET W/ s"x6"x4" PLATE 1/53.1 5/S3.2 W/ (2) Y2"Ox6" WHS - N i ip I I 7/S3.2 7'-22 Y4" T&G APA RATED, TYP SHEATHING PER NOTE 4 /SHEATHING = PER ARCI 2/53.1 7 D (a) 12" OC (E) CMU WALL 4 5 —4 M V) F------� �I 6/S3.2 l (E) INTERIOR WALL U) rr RED FLOOR FRAMING PLAN NOTES: 1. FOR STRUCTURAL GENERAL NOTES, DESIGN, CRITERIA, ABBREVIATION AND LEGEND, REFERENCE S1.1 AND S1.2. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. 4. FLOOR SHEATHING TO BE %4" TONGUE AND GROOVE APA -RATED STRUCTURAL SHEATHING WITH A MINIMUM 48/4 SPAN RATING. SHEATHING TO BE NAILED AND GLUED TO FLOOR FRAMING WITH .131"OX2%" NAILS @ 6" OC AT PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW Y/8" SPACE BETWEEN PANEL ENDS AND EDGES. PLYWOOD SHALL BE PROTECTED FROM CONCRETE TO PREVENT PLYWOOD DETERIORATION 5. ALL 2X, DOUBLE 2X AND 4X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNO. ALL ENGINEER JOIST SHALL BE TOP FLANGE BEARING SIMPSON MIT OR IUS SIMPSON FACE MOUNTED HANGER. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE SIMPSON HGLTV , UNO. 6. ALL RIM JOIST TO BE 1Y/8" BC RIM BOARD TYPICAL UNLESS NOTED OTHERWISE 7. PROVIDE DOUBLE JOIST AROUND ALL FLOOR OPENINGS GREATER THAN 24" ON ONE SIDE. 8. PROVIDE FLOOR JOIST BRIDGING OR BLOCKING AT Y/2 SPAN POINTS ELEVATED PLATFORM FRAMING SCALE: %4" = l'-0" 5 DI Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 City of FRAMING wAgat Ridge S2.2 2i Iding Division 1'-8" 2'-0" (MAX) ADDL 2x4 REINF W/ .148"0 @ 3" OC STAGG SHTHG &NAILING PER PLAN 11/8"x9 /4" RIM JOIST W/ (2) 148"0 NAILS _ 3/6" BENT _ PLATE bN FLOOR JOIST PER PLAN 2x4 BLKG 2 HL ANGLE WOOD INFILL @48" OC W/ 1460TB@12"OC STEEL BEAM STAGGERED PER PLAN REINFORCED FLOOR JOIST @ STEEL BEAM SHTHG 1y8"x91/4" RIM &NAILING 2-0 (MAX) JOIST W/ (2) PER PLAN .148"0 NAILS - 3/6" BENT 2x4 PLATE �I,N BLKG HL35 ANGLE WOOD INFILL BEAM @48" OC W/ 1460TB@12"OC PER PLAN LUS28 STAGGERED HANGER STEEL BEAM PER PLAN TYPICAL FLOOR JOIST @ STEEL & WOOD BEAM SCALE: 3/4" = 1'-0" SCALE: 3/4" = l'-0" 4 SHTHG 11/8"x9 X" RIM &NAILING 2-0 (MAX) JOIST W/ (2) PER PLAN .148"0 NAILS FLOOR JOIST - 3/6" BENT PER PLAN 2x4 PLATE bN BLKG HL35 ANGLE JWOOD INFILL @48" OC W/ 1460TB@12"OC STEEL BEAM STAGGERED PER PLAN TYPICAL FLOOR JOIST @ STEEL BEAM RIM JOIST PER PLAN W/ 5/"0 x4" TREADED ROD @ 12" OC W/ SET -XP EPDXY 'rn SHTHG n /PER PLAN A35 CLIP Cal 48" OC (E) CMU WALL JOIST PER PLAN SCALE: 3/4" = l'-0" 2X10 1'-0" —{ NAILER =cr) i � 0 1 RIM JOIST PER PLAN W/ %"0 x4" TREADED ROD @ 12" OC W/ SET -XP EPDXY NOTE: 1. (2) ANCHORS SHALL BE PLACED AT THE END OF WOOD MEMBER WITH A EDGE DIST OF 2" AND A SPACING OF 3" NAILER CONNECTION SCALE: %4" = l'-0" C DI Maj ick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 0111 01 DETAIL#jheat Ridge �din9 p�4tsskon S3.1.I NON -SHRINK II GROUT, BELOW 1 PLATE IN FIRST CELL 4 5 NOTE: 1. WOOD FRAMING NOT SHOWN FOR CLARITY. BEAM POCKET AT (E) CMU WALL STIFF PL Y/a" 11,. EA SIDE, TYP ,2, "F" PER TABLE 1 "F" BEARING PL Y2" MIN OR MATCH FLANGE THICKNESS LESS 1/8", TYP 1 (4) Y4" 0 A325 BOLTS AT BEAM SCALE: 3/4" = V-0" STEEL BEAM PER PLAN "F" PER TABLE 1 11 i I \_POST CL COL PER PLAN NOTE: 1. CAP PLATE MAY BE WELD DIRECTLY TO STEEL BEAM W/ 3/6" FILLET WELD AROUND ENTIRE BEARING PLATE IN LIEU OF BOLTED CONNECTION. 2. STIFFENER PLATE SHALL BE LOCATION DIRECTLY ABOVE COLUMN. WF BEAM TO WF POST TABLE 1 CAP PLATE "F" OR FLANGE FILLET THICKNESS * SIZE 3/8", 1/2" 3/16" 5/8" 3/4" 1/4" >= 7/8" 5/16" 'MINIMUM WELD SIZE TO BE BASED ON THICKER OF BASE PL OR COLUMN THICKNESS SCALE: s/4" = V-0" / 16 E IN LIEU OF BOLTED CONNECTION. 2. STIFFENER PLATE SHALL BE LOCATION DIRECTLY ABOVE COLUMN. STEEL BEAM TO STEEL POST SCALE: 3/4" = V-0" G n. L- ti� CL COL 12", TYP a COL PER PLAN COL PER PLAN oIF BASE PLTxWxL PER PLAN "F" PER 1"0 GROUT HOLE 1" NON -SHRINK PLAN TABLE 1 "F' (OPTIONAL) GROUT MIN PLAN -INTERIOR COLUMN STIFF TABLE 1 EA SIDE, TYP BASE PLATE "F" (E) CMU = 2 12 OR FLANGE FILLET WALL 4 1� "0 EXP ( ) Y2 3/8„ 1/2" 3/16„ 5/8" 3/4" 1/4" ANCHORS PER PLAN 3y, 6 NOTES: CMU TO BE NAILER TO BE ATTACHED PER GENERAL NOTES OR WITH (2) BASED ONTHICKEROFBASE PL OR COLUMN THICKNESS ROWS OF SIMPSON .145"0 P.A.F SCREWS AT 12" ON CENTER REMOVED FOR "F" PER F" CONNECTION - HSS BEAM POCKET TABLE 1 "F" 3/4" SCALE: = V-0" v STEEL BEAM 2 j (2) Y/4" 0 BOLTS PER PLAN AT BEAM BEARING PL Y" MIN OR MATCH FLANGE "F" "F" PER TABLE 1 THICKNESS LESS Y8% TYP POST TABLE 1 I PER PLAN CAP PLATE "F" CL COL OR FLANGE FILLET & STIFF PL THICKNESS * SIZE 3/8" 1/2" 3/16" "x6"x6" PL WHERE BEAM STOPS 5/8", 3/4" 1/4" W/ (2) Y2"0x6" NOTE: >=7/8" 5/16" MINIMUMW TO WELD HEADED 1. CAP PLATE MAY BE WELD DIRECTLY TO STEEL BEAM WICKER OF BBASEP ORCOLUMN STUDS W 3/ "FILLET WELD AROUND NTIRE BEARING PLATE BASE PLCK ESS MN THICKNESS NOTE: 1. WOOD FRAMING NOT SHOWN FOR CLARITY. BEAM POCKET AT (E) CMU WALL STIFF PL Y/a" 11,. EA SIDE, TYP ,2, "F" PER TABLE 1 "F" BEARING PL Y2" MIN OR MATCH FLANGE THICKNESS LESS 1/8", TYP 1 (4) Y4" 0 A325 BOLTS AT BEAM SCALE: 3/4" = V-0" STEEL BEAM PER PLAN "F" PER TABLE 1 11 i I \_POST CL COL PER PLAN NOTE: 1. CAP PLATE MAY BE WELD DIRECTLY TO STEEL BEAM W/ 3/6" FILLET WELD AROUND ENTIRE BEARING PLATE IN LIEU OF BOLTED CONNECTION. 2. STIFFENER PLATE SHALL BE LOCATION DIRECTLY ABOVE COLUMN. WF BEAM TO WF POST TABLE 1 CAP PLATE "F" OR FLANGE FILLET THICKNESS * SIZE 3/8", 1/2" 3/16" 5/8" 3/4" 1/4" >= 7/8" 5/16" 'MINIMUM WELD SIZE TO BE BASED ON THICKER OF BASE PL OR COLUMN THICKNESS SCALE: s/4" = V-0" / 16 E IN LIEU OF BOLTED CONNECTION. 2. STIFFENER PLATE SHALL BE LOCATION DIRECTLY ABOVE COLUMN. STEEL BEAM TO STEEL POST SCALE: 3/4" = V-0" G n. L- ti� CL COL 12", TYP a COL PER PLAN COL PER PLAN oIF BASE PLTxWxL PER PLAN "F" PER 1"0 GROUT HOLE 1" NON -SHRINK PLAN TABLE 1 "F' (OPTIONAL) GROUT MIN PLAN -INTERIOR COLUMN C D Maj ick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARM BU RST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 City of DETAFAbeat Ridge S 3 . 2;ng Division TABLE 1 BASE PLATE "F" (E) 6" CON C OR FLANGE FILLET SLAB TO REMAIN THICKNESS * SIZE 4 1� "0 EXP ( ) Y2 3/8„ 1/2" 3/16„ 5/8" 3/4" 1/4" ANCHORS PER PLAN >=7/8" 5/16" NOTES: 'MINIMUM WELD SIZE TO BE NAILER TO BE ATTACHED PER GENERAL NOTES OR WITH (2) BASED ONTHICKEROFBASE PL OR COLUMN THICKNESS ROWS OF SIMPSON .145"0 P.A.F SCREWS AT 12" ON CENTER TYPICAL BASEPLATE TO FOOTING CONNECTION - HSS COLUMN ro 3/4" SCALE: = V-0" v C D Maj ick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARM BU RST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 City of DETAFAbeat Ridge S 3 . 2;ng Division 1 2 5 CL COL ^N 3$", TVP COL PER PLAN o COL PER PLAN u BASEPLTxWxL a + PER PLAN PLAN "F" PER 1" 0 GROUT HOLE 1" NON -SHRINK f2 12' TABLE 1 "F' (OPTIONAL) GROUT MIN PLAN - INTERIOR COLUMN J ' - TABLE 1 BASE PLATE "F" COL (E) REINF 6" CONIC OR FLANGE FILLET SLAB TO REMAIN THICKNESS* SIZE (4) 12"0 EXP 3/8" 1/2" 3/16" ANCHORS PER PLAN 5/8",3/4" 1/4">=7/8" 5/16" 'MINIMUM WELD SIZETO BE BASED ON THICKER OF BASE SMALL BASEPLATE PL OR COLUMN THICKNESS TO SLAB CONNECTION - WF COLUMN SCALE: 3/4" = V-0" -L 3" CL I CO JTY1 BI D Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 " 631s( /z. t ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 City of DETAlWeat Ridge S3.3 Ivig Division COL COL PER PLAN o PER PLAN u BASE PLT xWxL PLAN + PER PLAN 1" NON -SHRINK 3" 3' "F" PER 1" 0 GROUT HOLE GROUT MIN TABLE 1 "F" (OPTIONAL) PLAN - INTERIOR COLUMN TABLE 1 BASE PLATE "F" E) REINF 6" CONIC OR FLANGE FILLET SLAB TO REMAIN THICKNESS * LANCHORS SIZE 1� (4) %"0 EXP 3/8" 1/2" 3/16" 5/8", 3/4" 1/4" PER PLAN >= 7/8" 'MINIMUM WELD BASED O N THICKER 5/16" SIZE TO BE OF BASE SMALL BASEPLATE PL OR COLUMN THICKNESS TO SLAB CONNECTION - WF COLUMN SCALE: g/4�� _ - - V-0'"ni BI D Majick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 " 631s( /z. t ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 City of DETAlWeat Ridge S3.3 Ivig Division BOLTED SINGLE SHEAR PLATE CONNECTION - SCHEDULE "A" 3/411 0 A325 - N SINGLE ROW BEAM Fy =50 ksi CONNECTION PLATE Fy = 36 ksi BEAM SIZE "N" BOLTS REQUIRED' MIN SHEAR PLATE OR WT WEB THICKNESS MIN HSS COLUMN WALL THICKNESS 10 WELD SIZE t 7 MAX SINGLE COPE DEPTH 9 CONNECTION CAPACITY- ASD3 (KIPS) UNCOPED COPED SINGLE DOUBLE W8 1 2 1 1/411 1 1/41' 3/16" 1.25 21.2 21.2 14.9 BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: 1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOOTED HOLRES AS P[ERMITTED BY AISC J3.2 IN THE BEAM WEB AND/OR THE SHEAR PLATE 2, WHERE SHORT-SLOOTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC 13.2 3. CAPACITIES BASED ON AISC 13TH EDITION WITH ASTM A325 -N BOLTS 4. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN DETAILS, BUT SHALL NOT EXCEED 3Yz" IN THE AS BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE. 5. VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 1Yz" TYPICALLY, EXCEPT THAT 1Y," IS PERMITTED PER AISC TABLE J3.74 FOR Y4" 0 BOLTS WITHOUTANY REDUCTION IN TABULATED CAPACITIES 6. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE Y2" EXCEPT FOR "WT" CONNECTORS USED WITH HSS COLUMNS. WHERE "WT" ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF 1Yz" OR THE "k11 DISTANCE OF THE "WT" PLUS Y4" 7. WELD SIZES SHALL BE THE LARGER OF THE SIZE (t), TABULATED IN SCHEDULE "A" OR MINIMUM SHOWN IN TABLE 1. 8. FIELD FILLET WELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SHOWN IN SCHEDULE "A", UNLESS PROPER FIT -UP VERI FI ED BY A SPECIAL INSPRECTOR PRIOR TO WELDING. 9. COPE DEPTHS (SINGLE & DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY BOLT HOLE SPACING & MINIMUM EDGE DISTANCE REQUIREMENTS. SINGLE COPE LENGTH SHALL NOT EXCEEN 6Y2". DOUBLE COPE LENGTHS SHALL NOT EXCEENT THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE + %z" MAX GAP BETWEEN FLANGES. 10. UNCOPED CAPACITIES OF WT CONNECTION ARE VALID WITH MINIMIM NOMINAL HSS COLUMN WALLTHICKNESSES TABULATED. THE EFFECTIVE THROAT OF FLARED BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS, AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN W A325 -N BOLTS ARE USED, A 3/16" HSS COLUMN WALL THICKNESS IS PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY BOLTED SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS MAX COPE LENGTH PER (NOTE 9) TYP- T/STEEL 9' PER PLAN CL BEAM �fP SHEAR L CONN wF \, BEAM PER p w = _ PLAN LU I-- <t 0 0 TW_ � a- U) BEAM TO BEAM CONNECTION F/SUPPORT (EMBED PL, BEAM WEB, COL FLANGE OR RETROFIT PL) 2Y2" MIN 3y" MAX (NOTE 4) 2X BOLT 0 T/STEEL SHEAR PLATE THICKNESS �— PER SCHED "A" TYPICAL SHEAR PLATE CONNECTION TABLE 1 BASE PLATE "F" OR FLANGE FILLET THICKNESS * SIZE 3/8", 1/2" 3/16" 5/8", 3/4" 1/4" >= 7/8" 5/16„ -MIN MUM WELD SIZE TO BE BASED ON THICKER OF BASE PL OR COLUMN THICKNESS SCALE: 3/41 = 1'_011 11 A C D Maj ick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 O,ty of DETAILyg,at R�d9e' S 3 ■"-T "I O"io" o t SCHED "A" (NOTE 7) °m LU LU t FIELD WELDS (NOTE 8) Z U i SIZE AND QUANTITY OF BOLTS PER SCHED "A" _ a- L" WASHERS PER (NOTE 2) O " GAP TYP BEAM PER z 2 PLAN (NOTE 8) TYPICAL SHEAR PLATE CONNECTION TABLE 1 BASE PLATE "F" OR FLANGE FILLET THICKNESS * SIZE 3/8", 1/2" 3/16" 5/8", 3/4" 1/4" >= 7/8" 5/16„ -MIN MUM WELD SIZE TO BE BASED ON THICKER OF BASE PL OR COLUMN THICKNESS SCALE: 3/41 = 1'_011 11 A C D Maj ick ENGINEERING 630 E AMHERST AVE ENGLEWOOD, CO 80113 ARMBURST GYM - TENANT IMPROVEMENT 4240 KIPLING STREET WHEAT RIDGE, CO 80033 ISSUE CONSTRUCTION DOCUMENTS DATE 01/02/2019 O,ty of DETAILyg,at R�d9e' S 3 ■"-T "I O"io" 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: D W Job Address: L Permit Number: ,1 ❑ No one available for inspection: Time 1%yC_� AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: kik DO NOT REMOVE THIS NOTICE INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspectilop before MIDNIGHT (11:59 PM) to repqive ap inspection the following business PERMIT' ADDRESS: '� JOB CODE - Foundation Inspections Date Inspector Comments U Initials 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 1106 Foundation wail Insulation I I I Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. DateI Inspector Initials Comments 206 Water Underground I I I I Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:&I 70 b J ` / ADDRESS: � JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Finai Roof 410 Final Window/Door 411 Landscape/Park/Planning" Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. City of Wheat Ridge Commercial Roofing PERMIT - 201708579 i PERMIT NO: 201708579 ISSUED: 10/24/2017 JOB ADDRESS: 4240 Kipling ST EXPIRES: 10/24/2018 JOB DESCRIPTION: Commercial reroof doing only the metal 26 gauge classic rib premium panels on mansard roof. 26.9sq . *** CONTACTS *** OWNER 720-840-9140 KIPLING UC/DYLAN ARMBURST SUB (303)942-1539 Phil Theriault 130200 Top That Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Total Valuation 0.00 Use Tax 105.00 Permit Fee 125.05 ** TOTAL ** 230.05 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge Commercial Roofing PERMIT - 201708579 PERMIT NO: 201708579 ISSUED: 10/24/2017 JOB ADDRESS: 4240 Kipling ST EXPIRES: 10/24/2018 JOB DESCRIPTION: Commercial reroof doing only the metal 26 gauge classic rib premium pariels on mansard roof. 26.9sq . 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 applicab a municipal codes, policies and procedures, and that I am the legal owner or have been authorized by work to be the legal owner of the property and a uthorized to obtain this permit and perform the work described and approved in conjunction with this ermi . rther attest that I am le y authorized to include all entities named within this document as parties to the perform that all work to beer rmed disclosed in this document and/or its'�accompan�ing approved plans and specifications. SignattiFe..Di/ OWNER or CONTRACTOR (Circle one) Date f 1. This permit was issued b ed 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 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 an 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- ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official lu Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1 If- City of "Mrheat id, , e COMMUNITY DEVELOPMENT Building & inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: germitsOci,wheatridge.co.us FOR OFFICE USE ONLY i PlanlPermlr�#� (/ Ls' L7J Plan Review Fee: X2�u, 05 Building Permit Application Please complete all highlighted areas on both sides of this fonn. Incomplete applications may not be processed. Property Address: X1-2-4 0 Owner (please print): Property Owner Email: Mailing Address: (d dffferent than property address) City, State, Zip: Architect/Engineer E-mail: Phone: Phone: 120 - H - q 140 Contractors City License #: `;O Z no Phone: Z — I5:oJ- t Contractor E-mail Address: tUM(ATffifillo a I ` r Sub Contractors: Electrical: 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 ❑ 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.) u1111 AOingm� m�Yai �o6f 2�ai,2 � � Sq. FULF 2 p \ Amps Btu's �] � Squares 10 -('`tet Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $_ 4 60D O_M -- - - 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 \Vhcat 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 liar 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 perforin the described work and am also authorized by the legal owncr of any entity included on this application to list that entity on this it r-i-rfr licani tier Ibis h rsld`ing pcnnit application, warrant the truthlolness of the information provided on the applicati CIRCLE OA'E: (01VAER) (COQ'TRACT010-std 64UVORIZ�, D REPRESENTATIV J/oJ' (Off'NER) (CO3,N1TR.9CTOR) Electronic Signature {first and last name}: ZONING COMMMENTS: Reviewer.- BUILDING eviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. DEPARTMENT USE ONLY DATE: -40 117 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ TOP THAT COMMERCIAL ROOFING 9940 E. Costilla Ave., Suite N • Centennial, CO 80112 T. 303-942-1539 - F: 303-997-2109 WE WE #0 A+ Rating BBB_ Proposal submitted to: RR -m bw RST �-y►O Top That Roofing Estimator 6A,007- Date 19 11 it 5 r Street , Job Location/Community Insurance Adjuster Y') v o 6 sT. S 4 c n nr�e• City/State/Zip Insurance Company Policy # o33 77z4ve-i-eA4 zvS . 6 e o 8W 7<ra 13 o? Home Phone 7@0— gyp _ 91 y0 Work Phone Claim # 303- as - 9q39 1 87.7- 07a - Saa 13 Firi E 09 500 0 Tear OH: 0 Install:--,_ Metal Edging:__,____ 0 Felt: 0 Recover Roof with: 0 Shingle Manufacturer: Color: 0 New Valleys w/90# Reinforcement: 0 Ridge: O N h Nail: 0 1'/+ 0 1'k 0 1' $'Re/place Roof Stacks: 0 1.5" 0 2" 0 3" 0 4" 05" :p'Paint Roof Stacks: 0 Ridge Vents: __._ 0 Low Profile Vents:_,__ 0Ste flash: 0 Counterflash: leanup & Haul Off Trash: 0 Cleanup Around Bushes: _ Roll Yard with Magnetic Roller: Protect Landscaping: lean Out Gutters: 0 Bad Decking to be Replaced at an Additional: ar Year Workmanship Warranty from Top That Roofing, Inc. O Permit Furnished by Top That Roofing, Inc. W'&ra Work: __P_9t2P tRooF- r,y5YYtZL eftieZ44 on/ 0 Delivery Instructions: p �_ ./ Ae 4F 36 S4746,o5 i% s Darn_ wo✓-k-_Aagckcy We propose hereby to fumish material and labor and complete in accordance with the above specifications, for the sum of $ /513, 633, Payment to be made as follows: _ 5 0 /U V OWN ON M 6 f -t f/t C Q e_L t l!�P2 V — This estimate does not obligate the home owner or Top That Roofing, Inc. in any way unless it is approved by the Insurance Company and accepted by Top That Roofing, Inc. By signing this agreement the homeowner authorizes Top That Roofing, Inc. to pursue homeowners best interest for a roof replacement or repair at a price agreeable to the insurance company and to Top That Roofing, Inc. with no additional cost to the homeowner except for the deductible. When the insurance company and Top That Roofing, Inc. agree upon a price, that price will become the finai contract price and Top That Roofing, Inc. will receive all insurance proceeds for the work completed by Top That Roofing, Inc. (Initial) We propose to comp a in accordance with the above specifications and subject to conditions found above on this proposal. Payment to be made as follows: Property Owner Fris / 0 is not intending to make payment from the proceeds of a property and casualty insurance policy. Check to be made payable to Homeowners and Top That Roofing, Inc. _ (Initial) GENERAL CONTRACTOR: Homeowner acknowledges Top That Roofing, Inc. as a General Contractor and as such will be entitled to a 10% profit and 10% overhead, as allowed by insurance industry standards. Top That Roofing, Inc. shall hold in trust any payment received from you until Top That Roofing, Inc. has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Top That Roofing, Inc. carries workers' compensation, automobile and commercial general liability (bodily injury and property damage) insurance. A Certificate of Insurance identifying our insurance carrier and the types and amounts of coverage and our insurance contact information is attached or will be provided to Customer and is incorporated herein by reference and should be considered as part of this contract. You have the right to rescind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that yuur claim has been denied in whole or in part However, Top That Roofing, Inc. Is entitled to retain payments or deposits to compensate Top That Roofing, Inc. for roofing work actually performed in a workmanlike manner consistent with standard roofing industry practices. Top That Roofing, Inc. cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment for roofing work on your property. ACCEPTANCE OF PROPOSAL: This proposal becomes the legal and binding contract 72 hours from date of acceptance. 1'h%per month interest will be added to all accounts 30 days past due. In Eddition, costs and reasonable attorney's fees for collection may be charged on any account past due over 30 days. Payment is to be made at time of completion. Warranty will be void if payment is not made in full within 30 days. Failure to pay can constitute a mechanical lien filed against the property. Al material is guaranteed to be as specified. All work to be completed in a workman like manner to standard practices. All interior damages to buildings are excluded 90 days after completion date and the owner is notified that any damage to contents will be the responsibility of the owner and his insurance company. All damages to the building, which occurred while roofing was in progress, will be covered by the contractor. All agreements are contingent upon strike accidents, or delays beyond our control. Owner is to carry fire, tomado, and other necessary insurances. Top That Roofing, Inc. is not responsible for broken drivewnysuli7 done upon dat ned bu ited by availability for material, crews, and weather conditions. Re -roofing does not include decking. Purchaser signature: r� `�� Date: + &�` Top That Roofing Inc. represent si nat _____ _ Date: 9, — D TG/� i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Wo Job Address: A214r--i P LINO 4J7 Permit Number:-o1�I(�`�"1�1 �� • . ,Z EM ❑ No one available for inspection: Time LM)PM Re -Inspection required: Yes S When corrections have been made, call to, e -Inspection at 303-234-5933 Date: b ,U I �� Inspector: A"I I c DO NOT REMOVE THIS NOTICE n '00m n rt (D fD (D rt fi N. r• tJ' M 0• ~ M a Art 0 rt d (D 0 r•• P, O H w M Or (D (D m O M 0 0 P) 'nW W (D O ri m � a O N rt F� rS o tT O (D (D �a9 rr m a (D V 0 m m rr (') m rr O m O b• Com] N• C: R+ ro �. W W rr x O O rt C7 to y a � r a m rt n m p " r rt tl rn m w n " a R p rt r p m a a £ o m m p " �• M b M rt v° W m m " rt w K rt a m k ro n m � a c m m "• m a r a � a m n rl 0 All R a m n n � tr ti a CDo a m x " Y• rt a m m M G 0 rt "o m W m m m a ro m o m � M n H �• r rt m a w a n w r w N p �• a to n° a n o xm m m " m m r a a R m m " a rt r x m a a a o m m m I 00 O O N lU m �i F' - rt N O J O N iP W Q0 d rt 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: t Job Address: _2 G � —. �, Permit Number:2-(j j(j2. NP�, A/Ki t2Y( l O Y 9 0- 4- ❑ No one available for inspection: Time ?.. 4 C) /PM Re -Inspection required: Yes .'<^n When corrections have been made, cal re -inspection at 303-234-5933 Date:_1 / l� Inspector: 1 ---- ------------ Mailing Address: (if different than property address) Address: City, State, Zip. NEW Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W,R, City License Other City Licensed Sub: Other City Licensed Sub: City License # City License`s Complete all information on BOTH sides of this farm A 'MM • � ! A wi# RMW Sq. Ft./LF Btu's Gallons Amps Squares other Projeot,V41tillt (Contract value or the cast of all materials and labor included in the entire project) 300 CAWNER .'<3?tiTRAC"i OR SIGNATURE OF UNDERSTANDING AND ACRE EMENT I hereby certify that the setbatck, distances proposed by ibis permit application are accurate and rice not violate applicable ordinances, rules or regulations of The City of Wheat Ride or covenants, easements or restrictions of n°.cnr& that all measure, ments shown and allegations made are accurate; that l have read and agree to abide by all conditions printed on this application and that l assume full responsibility( for compliance with applicable City of Wheat.. Ridge codes and ordinances lbr work tinder any permit issued based can this application; that I ant the legal owner or have been authorized b5' the legal owrrcr of the property to perforin the described w=ord and am also authorized by the legal on"ner° of arty= entity= included on this application to list that entity on this application.1, the applicant for this building permit application, warrant the trullrfiriness of the intelinnation provided oil the. application. —7— CIRCLE 0 (C)IT,'`+1ER) (:C: jNTRAC'T0R or (AUTHORIZED p2EPRESENT4771, E) of (Ott Y ) (CONTRACTOR) ," lltTi: Building Division aRammi ♦ 4 '? CITY OF WHEAT RIDGE Building Inspection Division �r (303) 234-5933 Inspection line r (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: & Job Address: i � y& V, dl, , 4 s r: Permit Number: ®/&�Ga? 1 4 1'^ ,gwlF i> ❑ No one available for inspection: Time !a vo A PM Re- Inspection required: Yes_ When corrections have been made, call for re- inspection at 303- 234 -5933 E Date: 6; 2pfrr Inspector: DO NOT REMOVE THIS NOTICE INSPECTION RECORD Occupancy[Type '�� LINE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site _ c - iv - e - I n t - io - n - tfi _eUoTlow i 'T. -�� n q I F)�Vl INSP�ETOR MUST SIGN ALL SPACES PERTAINING To fffl� JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings/Caissons Sternwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR El . ectrica, 1,(U nderg round) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABovE HAS 13EEN SIGNED I 11 FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping **NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 4,rx�.Z Job Address: V7lD 4011,, .5r7 Permit Number: 0 9 V/ roe�'at L1 No one available for inspection: Time /Z ' AM /PM Re- Inspection required: Yes Nod * When corrections have been made, call for re- inspection at 303 -234 -5933 Date: 6,1 Inspector: DO NOT REMOVE THIS NOTICE I Commercial Mechanica PERMIT 091041 PERMIT NO: -091041.' ISSUED: 0 7/31/2009 s~ JOB ADDRESS: 4240 KIPLING ST `EXPIRES: . 01/27/2010 e~ DESCRIPTION:` Replaces 4 ton roof top; A/C andchange 7 condensor units CONTACTS . owner 303/646-5185 Janet Daughenbaugh W, sub 303/287-9625 Carl Gehm 09-0177 U.S. Industrial Air'Cond t **-PARCEL INFO r. ZONE CODE: UA .!USE: UA ,r SUBDIVISION:' 0276' :BLOCK/LOT#: 0/. z' FEE SUMMARY ESTIMATED PROJECT VALUATION.: 19,000.00 s FEES r: Permit Fee ' 399.50 ' Total Valuation .00 t, Use Tax ' 342 . 00 )(7a(J~'y TOTAL 741.50 i r r. y Conditions: ' „ Must .;comply with 2003 IMC. a~ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable Fzz 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 withthe Wheat Ridge Building Code (I.B.C) and;all other applicable__O t edge Ordinances, for work under this permit. Plans subject to field inspection. le Signature of contracto /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 anyr 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. S. 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. i'. 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, an violation of the any provisions of the building codes or any other ordinance, law, rule or regulation. c All plan revie is ject to field inspections. r :Signature of i ildingOfficial '.date INSPECTI REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 `REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. a City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Property Address: Property owner (plea Mailing Address: (if different than property address) Address: Contractor: Contractor License Phone: 3 - '2 X- 2 - J9 da Sub Contractors: Electrical City License Company: Exp. Date: Use of space (description): Description of work: 107~pe 11,41C Mechanical City License Company: Exp. Date: Construction Value: $ Xf / i 67e7z2 (as calculated per the Building Valuation Data sheet) I Plan Review (due at time of submittal): $ 1 C/v/f~^~-`✓~° ~ qua ~eaSee Go. /S. vim„ Sq. Ft./L.Ft added: Squares BTUs~(Gallons T Amps OWNERICONTRACTOR 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:: (OWNE (CONTRACTOR or PERSONAL REPRESENTAT VE of (OWNER) (CONTRATOR) PRINT NAME: (SO L SIGNATURE: / Date: / k-s Plumbing City License Company Exp. Date: Building Permit Application Arvada Fire Protection District DIVISION OF FIRE PREVENTION 6503 Simms Street ARVADA, COLORADO 80004-2607 (303) 424-3012 - FAX (303) 432-7995 NAME OF BUSiNESS: ADDRESS: R P NAME: R P NAME: kAM('>>\)1\ KI PL.I/vb 1110, f) tI /J/l/ , IV f\.:r ( <. ~rkz:t:T 'i,;{ L( () ))/JI/Y HUE. BLDG. OWNER/MGR.: OCC. TYPE: g ALARM SUPERVISION: CONST. TYPE: 1T - B YES NO N/A 1. ADDRESS POsrED/VlSIBLE 2. EXITS ADEQUATE & IN ORDER 3. EMERGENCY LIGHTING 4. STAIRWAYS IN ORDER 5. FIRE ASSEMBLIES/ASSEMBLY OCCUPANCIES 6. ELEVATORS 7. FIRE EXTlNGUtSHERS IN ORDER (INS!" DATE: 8. SPRINKLER/STANDPIPE SYSTEM (DATE" 9, AUTO. EXTINGUISHING SYSTEM (DATE: 10. HOOD & DUCT SYSTEM IN ORDER (DATE: 11. RRE DETECTION DEVICES (TYPE: 12. FIRE AlARM SYSTEM (DATE" 13. ELECTRICAL/EXTENSION CORDS. MULT1FACE ADAPTERS 14. ElECTRICAL SHUTOFF ACCESSIBLE (VvHERE" (J 15. MAIN ELECTRICAL DISCONNECT (W'HERE: 16, AUK POI/IIER SYSTEM (TYPE: 17. HOUSEKEEPING - INSIDE/OUTSIDE 18. ADEQUATE RUBBISH CONTAINERS 19. PROPER STORAGE OF CDMBUsnSlES/RAGS 20. PROPER STORAGE OF HAZAROOUS MATERIALS/GASES 21. PROPER STORAGE AND HANDUNG OF DUST /FUMES 22. HEATING APPLIANCES (TYPE: J't. 23. WATER HEATER (TYPE. ?LlXT"- "I:C 24. COMBUSTION AIR SOURCE 25. PROPER PIPlNGJVENTING 26. PROPER CLEARANCES 27. GAS SHUTOFF ACCSSIBLE (WHERE 28. FIRE LANES/ACCESS v V v V ,/ o ~ u..J 29. OCCUPANT LOAD 30. SPRINKLER SYSTEM COMPANY: 31. EXTINGUISHING SYSTEM COMPANY: ECBPT ~ lHlS INSPEGnON NOTICE ANO UNDERSTAND lHERE MAY BE RECEI\IID BY RBNSPECllON DATE 1 RBNSPECllON DATE 2 INSPECTION REPORT "P"p 7/7/tJS ( 303) 4t3;A - ,7 '1,;19 (J.?:s ) ,;}6.3 - o<1<o,;z ( 3tJ3) 'T"~6 - oytJ'fJ PHONE: ( ) ; Sa. FT. ('I CXJ DATE: PHONE: PHONE: PHONE: ; BLDG. HGT.: / 'I' KEY BOX LOCATION: REMARKS - RECOMMENDATIONS . REQUIREMENTS OK- ':0 R. co INSPECTED BY , CORRECTIONS COMPLETID 4124;03 Certificate afCompletion And / Or Compliance City of Wheat Ridge 7500 W 2C7h Avenue Wheat Ridge) Colorado 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE) ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT #18821 Date: 7,/()7,/D'i Owner: Diamond NaiLr Owner Address: 4?4n T{ifli"'g '\t:vl'l't TT",it r: Property Address: 4?4(} T{ipling Strut TTnit r: I Contractor: Christianson Plumbing Co Contractor Address~ Chief Building Official: Zoning Administrator: . ~.....~'" -. '. ,-"". ;." - ~.~ -~,"'" , ,-'." INSPECTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 (fr Inspection Line (303) 234-5933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections s-l. #-p G,(l'Lv\-\. loi Date Issued Type Occupancy INSPECTOR MUST SIGN ALL SPACES PERTAINING FOUNDATION INSPECTIONS DATE ApPROVAL DISAPPROVAL INSPECTOR INITIALS COMMENTS: Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR , Electrical (U nderground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Electrical Service Rough Electric /7~ Rough Plumbing . ,I of; /( L. 'L /,qr. Air Test Gas Piping Rough Mechanical Framing Roofing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Frame /Interi r Finish R/o t}/ll( riA L /)JS;P ROW & Drainage Fire Department Parking & Landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER. '\\j CJ~ . i,~,~ < Place in Visible Location for Inspector ADDITIONAL COMMENTS & INSPECTIONS: tb 16- o<f ,- Qk, ae ":",J, .m~ Ala'~ 0+ (.. ~k u_n\cl2- L N E:;-. C I ~L~/ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Ut/iT F Job Address: 42..10 k, PLJI'J(.; :')T' h/VAL PL..J.uA/A/r-; / >. /0./ tC) /k?7 /J//9"T""P;e When corrections have been made, call for re-inspection at 303-234-5933. Date: () 7 -() / - {} <; ./ DO NOT REMOVE THIS COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice \--l':J'T' r Job Address: 4240 Kt Pl'NG ST N/vA1L L:::L~I" M/'C /: :> ,r~rL'/ P/POT/<:..://ON /?./<r;-jOJ/"?Lr) ./O'A'" /L;m-.7a'- . y.:..~7 . ').,L/i' 7, ,.;? ~77;:>/7/' ",.I 0 " r-;, /')(' A/I/A./L:-Y~7C;L"F (!3 hi...,. 7//Z #.P-,n-'7/> 7:? . '? ;> r:::#O'/A/LJ ?u/'TT..ek' ".//~~ d,c/pr When corrections have been made, call for re-inspection at 303-234-5933. _ JC . //.~ 2 Date: '.-).U--" " Inspector DO NOT REMOVE THIS ~#>~V~~,~f5l",~;~'T'~.~Y"~"f~~~J:,r~~.:;'\i~M:r,~~ ,',;,i( . <,.'': '; " :',~, ',' ". _', ''"'J< ,1~:':~ . "I ,,:', <.r.., . ........:,,,-,. .Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 18827 6/10/2005 :Xt., -~"~',." '~.'~-':'~,' ,- Cit~I:JI'Wn!MRicl~ \. I Inspection Line 3D3-234-5933 Commercial Electric PROPERTY 4240 Unit: F (303) 359-6104 Kipling St OWNER: Dymond Nails Description Install 5 120v outlets in existing wall. k/,(Jol/EJ:) lFEES IFees IUse Tax ...~ Fee=~_--____[$3o.55_ 1Tola---,--- Total Fees ..., ' c=_ ~~TORS"" IName IMCC-Eleclric Inc. C~===_ I8!rrtlORiZATIONS, ~ !fuill9ingApproval oc: (I) 220V reed!) Ii' u~ ..-1_ _[Paid ______=r$9.00 _~ -,-, - - ---____r$30.~~ :$39.55 --------- 1 ___---=-~J __---.:.~-]Phone _~ L35!l6104_J ------;------1 =----T_~.- . .. -]6Qproved-j .~=-~=::""""J611()/2005---:=J r TOue :$9.00 _-.J .----J = =:J. -.-'] -1$39.55--- . ---::e- ---L -----'1'------ ;License # --'-~ I .~ -~ __ 12184,1; --~--= =::r='-.--- INoles -- ____ !M[jst meet.2()02 NEe Uilits: Occupancy: Walls: Roof: Stories: Sq Feet: I hereby certilY tbat the setback distanCes proQPsed by tbJ~ permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of WIle.. Ridge or covenants, easements or restrictions of record; thllt aU measurements shown, and allegations made are accurate; that I have read aDd agree to abide by aU eoadJtions printed on this application, and Utat I assume fun responsibility for compliance wilh the Wheat Ridge Building Code (U.B.C.) and aU other appUcable Wheat Ridge ordinances, for work under tbls permit. SIGNED DATE (OWNER)(CONTRACTOR) This penult was Issued In accordance with the provisions set forth In your application IUId is subject to the laws of the State of Colorado and to the Zoning Regulations aut! Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 1 This pennlt sball uplre if(A) the work lluthorized Is not commenced ,,'Ithin sixty (60) days from Issue dale or (B) the buDding authorized ill suspended or abandoned fora period of110 days. 3 lfthis pennlt expires, a uew permit may be acquired for a fee of one-half the amouut normally required, provided no changes have been or wID be made In the original plans and specifications and any suspeuslon or abandonment has not exceeded one (1) year.IJchanges are made or Ifsuspension or allllndoDment uceeds one (1) year, fun fees shall be paid for a new pennlt. 4 No work of any manner shall be done that will chanl::e tbe natural flow of water causing a drainage problem. S ContJ'actor shaD notify the BuUding Inspector twenty-four (24) hours In advance for aU Inspectio.... and shaU receive written approval on Inspection card before proceedlncwUh successive phases of th'e job. , torthe 0 sand spedflcations shaU not be construed to be a permit for, nor an app rovalof,anyvlolatlonofthe sorllnyotherordinan law, rule or regulation. SIGNED DAn Page 1 of 1 CbJefBuildinglDllpector Friday, June 10,2005 l 'f-,',,''c' o '4t1ll!l,~""""""~"~""""",,~,,~"'~~"~?:'''.~'''''''r.~,.w,,,..,.,,j,f''1'~;w~'""'~~,..,,'" ",,~, ,-;- )~. ' '0: ;,' ,.,'" iii,' 'B .ld..... 'p . ...., Ul ,.":1:tJS; ermlt tm;6FWaEAT RIDGB . , > )": :', ' :' 7SOOWe$t;:wm A~ue ~(:O 80033 3f)~..a3S.,'28SS . 1 , ; ~ - . PermltN~ . 18827' (YlO/200S .' :C'< '_,-' ,-'",',' '" '.-} hiM" . ~.' , " 'n...ne ":",.,,,1'1"',"-:- , ~..".. ,,"'" '" ' , '..-, " , ,- ,,- ': ' ." ,,; Commercial Electric, . . -. , t '. ~': /, ;j:',: '. ~< t'"',' ''-1 Unit: . " . (303) 35!l-;6Hi4 " , '" ", ,:_''''.1: 'r- :> PROl'ERTYc4'i40 . '- - - ,:; '~ :\: -' ' : OWNER: , . Dymond Nails Kipling St ,,"-'.,. ,. .", - '; Desc:rtpUon' ,". . , , IDstall S 12Otoi1t!e\S in existing wall, (I) 220V feed for water heater. -,-,,' ,1':. ;: "',;~;;;. " IFEES" .... ~E~~ . ,. ICONTRAe"l"ORS i . . Name MCC , ,~i': I' I'i Ip~ \ h ~~,~ I'; I I lOUe ~= I licenSe # 284 ';-1' , ~ ", I , ' , _ (, Unit.: ." oceiwancy: Walls: Roof: Storil!S' ' ~.,~ " .,d',: : . .: _ _ '" ," , , " :, r'; ',:\'0 i _:', 'i" ;' , ' -" ,'_ " . " -~ : ::', , _,,:, ,., !').".'-:; __ ',' ~ ,;' ,--> , , I1.....".~_ji'l. ~iI!Ot-_............_._""""..........._..-..___",.........,r~""".t' .' ':," WJdt'~,~~~"..ur~4itricWd; ...11I1Jt1UU'11111D1lI1hoWa..................-._ tbltlUaft~"""_~;"~~' ; , , , '.~~:.... " -iioddLItl.....'I'tII...,....mtylorcempllaitccwltlltheWlieatlQdp8iBcllJllCde(U.B.c,)...'...""4tI - ;!:\~: C', , . 'W)lW:'RIdIe _--' - ".~_'.,"-, :iliiderZ-........ " j,' ,i," '_",:',i'" ,.~ "':' ' __:' _ _; " " , , ,-1 . '" ' . _ 'j' ..' , ' '. - ,,':' (0 " ',<.,r""-- ;",', ,', ,', , ,'''-, _ ' ", ",'--. ,j',,,_,\, - ,TIdi~~''''':fII;:~.-..-wtdl_~ridO..letfortblayour.pp~_''_Jtcttotlle..._.....st....r~_:aj...,~'-'( },'::: ~~'~CodtorWltut~CelitrilHorlUtyotherajlplleab"onl".."ftkClty. ", _',;1' C':' '!':: ,-:> ":"h~c, ' It, i,,,=-~~;=:~~~t~=~.""--*lteommeaeed wltblalhty (60)dayJ ha....dat1:..~~.ll8dIq~~'~;t _:~ ,::>, , -- ' " _,,' k.' ,:__,: ," - '_ . ,,_ ' ,"', , _ ' ',:' "-.J '- -",. ,"-'- ,:.,'" " ,3 lftWI~~'~~"'YbeUqidtfd,rer....otOll.b"""'eUllHllt...-.y~pro~,,"''''''''''',.,-~~~~_.' : 1iI~~~" 'urt~."laidP)''''''''''.~tDt''''.etuceedid'OM(l)yeJr.If''''''art~liII'lf''.'';iii"i'';'''l: ~ '~; ',' QceedI,,~(l)~"'''ibaIlbepaldMll'''pnJt. .' , (.' ,'<, ,-' " '-"f _N,~:j~..,fr~r~:~'bedou""""".UlatU'alDoworw"ea""'l.drQI.~, '" '-"~:""f-. ~:,: __ :'_: _ "" ',5" ,'C~":~"~"""~(24).ounl"dv_roraD~"''''~1nfItU~~''''''~tiiW_":;~;,, , ,~~........_.r"'jo'. " .. . ~7~"""'::=:."":~"-"'"'''''''''''''''''-'''''''-''''' "... QW........~ ._";iun: Friday, J_'IO,2!105 Pagi: 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENT BUiLDING INSPECTION UNE . 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 . (303-235-2855) APPliCATION Property Owner: #fl./,,?/ -t/lJ/ f Property Address: ;,;:14/0/-7</:::>/".oq Sr i//J// r Contractor License No.: ..!/ :;:>'iJ3 Z' Soil? Company: /J/J CC E;;;~h-./ 'C. ~c:... Building Permit Number: Date: Phone: 303 > 5" if (;/ C;:J t( Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildino DeDt. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate a~icabJe ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; Ihat all measurements shown. and aUegations made are accurate; that I have read and agree to abide by an conditions printed on this application and that I assume full responsibility tOf" compliance with the Wheat Rklge Buitdi (I.B.C) and all other applic:abAe Wheat Ridge Ordinances. for work under thi nnit. Plans subject to fiekl inspection. IOWNERXCQNTAACTOR" SIGN ~ C~~ DATE (OWNER)(CONTRACTOR):PRINTEO DATE Value:$ 00 Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Descrlptlon ofwork:f/l5.r~ h /..:2~,/ C!'E//'/C::/, /n C::/J"'?/;.~ t<./p:.#! / .2.;<0'/ /'?a/ /'.-r uJ4~Atf!.~Y' Sq. Ft. added BUILDING DEPARTMENT USE ONLY Sq.Ft.: This permit was issued in accordance with the provisions set forth in )'OUr application and is subject 10 the laws of the State of Colorado and ID 1he Zoning Regulations and Building Codes 01 Wheat Ridge, CoIo<ado 0< any other applicable ordinances 01 1heCity. This permit shaH expire if (A) the worit authorized is not commenoed within sixty (90) days from issue date or (8) the buik1ing authorized is ...-- 0< abandoned tor a period 01 180 days. II this permit expires. a new permit may be acquired tor a lee 01 one-NJf 1he amount normally n>qUired. provMIed no change. he... been 0< wID be ..- in 1he original plans and Ilp8Cifications and any $U$p8I1sion 0< abandonment ha$ not exceeded one (1) year. W changes have been 0< W _sion 0< -.Idoo.ment_ one (1) year. full fees shaD be paid 10< a new permit. No _ of any mamer shall be done II1at will dlange 1he _ now 01__ eausIng a dIainage ~. Contra<:lof ..... nolIfy 1he BuIlding InapedDr ~ (24) houro in advanoe tor .. inspections and _ """,hie written approvlII on 10"'-, cwd -. ~ with __ phase$ of1he job. The is$UaOOII of a permit or 1he eppn>val of dtawing. and opedfieationo shaI not be conotrued to be a permit 10<. no< an approval 01, any YIoIation of 1he provision. 01 1he building codes 0< any other onIinanee.law. rule 0< nlgUIation. All plan review Is -Jeet to lleld 'nspeetlons. ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PuBUC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Stories: Walls: Roof: Electrical License No:;fV'8~ ' ~ Plumbing license No: Company: /JI} C? ;? /c:&/ .NC- .;i.nt:Company: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) (4) (5) (6) Chief Building Official SIC: Residential Units: Mechanical License No: Company: Expiration Date: Approval: ~~...............'- .?::~~'~~<~.~. 'Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number :'\'. *" ~" ""'~l' ~,~'i;.'\I' .--- ~,. '.-. ,,-' " CilyofYhleM.R'idge \l 18821 6/9/2005 Inspection Line 303-234-5933 Commercial Plumbing !(fJ'J,- !>?tlJ PROPERTY 4240 OWNER: Kipling St Unit: F Description Plumbing for 5 Pedicure chairs, water heater, and 2 hand sinks /) ~ L/~) / tJftJ~ ___~'-_--==r:=' .', lE.aid ---=1$72,00 I 1$126.10 ~ .~O I '-=---=C. I ________-==-:T- 1 IPhone :==J ===- ~J97931 05::=:::J --'.=r= =:J .=r= .J ------ '']Approved I 16/9/2005 J ,~ J J- ~- .._ ._~IDue. - ____ $72~OO- ]$i26,1()--- -"]$198,10 -~ . .J ---:---.- I iFEES fees IUse Tax [Permit Fee !Total Fees [--- ICONTRACTOR~_n ____ ~..:_., 1N?6J~____ ___License # rghristiansoo.l'llJ.rri~irig~()~_E8981_ r--- -L fAUTHORIZATi6N~-- ,- r--- !Type INOieS ~uildinQ Ap(l[()yal Per 20Q3 Internat'l PlumlJinQ code Units: Occupancy: Walls: Roof: Stories: Sq Feet: o J hereby certify that the setbuk dilltances proposed by this permit application llI"e accurate, and do not violate applicable ordinances, rules or re&nbdons of the City of Wheat IUda:e or covenants, easements or restrictions of record; that all mellSuremenlli shown, and allegations made are accurate; that I have read and aa:ree to abide by all conditions printed ou tbill application, and that I assume full responsiblllty for eompliance with the Wheat RJdge Building Code (U.B.C.) and all other applicable Wheat Rldle ordinances, for work under this permlt. (OWNER)(CONTRACTOR) SIGNED DATE This penult waslssued In aceordauee with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zonlna: Rer;ulatioIlll and BuUdlng Code of Wheat Ridge, Colorado or any other applieable ordinances oftbe City. 'fh1II permit mall expire if(A) the work authorized Is not (ommenced within sixty (60) days from issue date or (B) the building authorized Is SllIlpended or abandoned for a period of 120 days. If this permit uplres, a new permit ma}' be acquired for a fee of one-half the amount normally required, provided DO (hauges have been or will be made In the original plaIlllaod specifieations and any suspension or abandonment has not exceeded one (I) year. if chanles are made or if suspension or abandonment exceedJ one (1) year, fuU fees shall be paid foranewpennlt. 4 No work of aoy manner shall be done that will ehange the natural Row of water causing a drainage problem. S C(mlractor shall notify the Buiidhlg Inspector twenty-four (24) hours in advanee for all inspections and shall receive written approval on Inspection card before proceeding with succel5lve phases of the job. The issuance of II permit or the appro':Jl2fdrawingsand specifications shall not be (onstrued to be a permit for, nor an approval of, any violation of the provisions 0 ngco~';yothe;:o~,law,",ieorregUlation. -..--"" C SIGNED DATE Thursday, June 09, 2005 Page 1 of 1 ~~,~~""",,,d u,~,R~,,~t~.~~"""""''''''tr~~\!~ ~""i!f\~~l~lIl!l~\IlJ.,JI!,?,"~." N4]',l~~Jll"",,,,".,,,.m..1!IlIl ~ ~. Building Permit CITY OF WHEAT RIDGE 7500 West 29m Avenue Wbeatridge, CO 80033 303-235-2855 Permit Nu_t E " 18821 6/9/2005 Inspection Line 303"234-5933 Commercial Plumbing PROPERty 4240 .OWNltR: Kipling St Unit: F Description ; Pluh\bing for 5 Pedicure chairs, water heater, and 2 hand sinks I License # 118981 I I INotes IPer 2003 Internat'l PlumbinQ code 1 IPaid 1$72.00 1$126.10 198.10 IF'EES Fees luse Tax 'IPerinit Fee Irolill Fees 1 [Due 1$72.00 1$126.10 [$198.10 CONtRACTORS IName [Christianson PlumbinQ Co. I IAutHORlZATIONS iTYPe 'lauil\:finQ Approval . \"0 IPhone 19793105 1 I IApproved 16/9/2005 Utilis: Occupancy: Wails: Roof: Stories: Sq Feet. o It .ppltc.do. &1'11 accurate, aad do Dot vlolate .pplluble ordJnaaees, nJa: or repa.iileu Of_ City'" mwurementl showa, and ""atlolll made llR acCIlnU;tMlI Iuive r6d.:ad...... to.We It)' for eompHanee with the Wheat RIdle BIlIId... Code (U.&C.) utclalother,i.ppllal)le 4--a: SIGNED DATE TIlli pemdt ".. lUu.ed ID aeeol'cblnee with the provillloDs set forth In your applkatioa ..d II tabjed to the laWl of the SCale of CoIltrSdo aad tv' tile ZenlDI ; ;. Jle&uladeu aDd Bulldint: COlle orWheat RIdge, Colondo or any other appHe.ble onHnan_ oftbe City. This per-It shall Upm If(A) the work .lithorlzed II Bot oommenced within thty (60) days from Issue ule or (8) lite bllilcliq a1llborlred iI'lIIIptIlded or , abandoDedroraperiodo{110da)'s. , :J Ifthll peniLltuplns, a Dew permit may be acquired for a fee of ODe-half the unounl o.oI'lllally nqllired, prevfdecl no chaDS_ have bee.i 01' d'b"e .wIe In die ori&Jnal p.... aDd ~adoal and 0)' I1UIpendoD III' abandonmenl hu not ~ ODe (1) year. IfdlaDla ~ nWle or IfInllpeDllloD or abaildo_t uuedt ODe (1) year, fuB fm Ihall be paid for a new permit. ~ NowCiork ohn)' mannerlhall be done that will chance the natural now of water call1illla dnina&e problem. S CntraeCor lIhall notlf)' the BuUdinJ Inspector twenty-four (14) houn In advaace for aU lnIpectioDl and.baII reeelve wrinen approval o. ~ 'QI'd befere proeeedlDi with Rt<<ellive ph... olthe job. 6 1be lIiRuDU of. penillt Or I and spedOcadoDllban not be COlUltrued to be a pemrlt for, lIor an appreval or, DIy vIOkddofDae pro WIdID IN or any other ace, law, rule or Ululation. SIGNDDATE Page I ofl Thunda~June09,2005 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION UNE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303.235.2855) APPliCATION Property Owner: I Property Address: L/J.tt!J - F Y-ip/!nJ Contractor l1C~::a:;: an fF/-lal1~1? 1fJ!rt<<.JJ l~ 7 $/e., Phone:/lt' - ~b"fr- 2 ~ 102- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BuildinQ DeDt Valuation Figure: $ I I hereby certify that the setback distances proposed by this permit application are accurate. and do not vk>>ate applicabie ordinances. rules or regulations of the City of Wheat Rtdge or covenants. easements or restrictions of record; thai at measurements shown. and allegations made are accurate; that I have read and agree to abtde by all conditions printed on this applica' a that I assu e fut! responsibility tor compliance with the Wheat RIcIge (I.B.C) all other applicable Wheal Ridge Ordinances. for work u inspection. (OWNER)(CONTRACTORj: StGNEO ~,.~ DATE 6 ,,'f,.tJ. (OWNER)(COHTRACTOR):PRINTEO '11 I H~ Use of Space (description): /)LliI3*/7 Description ofwo~: r~: :I~ r:;J :;1k1re ...~' "Hr.,.p/ ~ :'b u ~ C'O(OR~09 Building Permil Number: Dale: Phone: Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ ~l1ClI;';:; l'uJA-e/~ Sq. Ft. .deled BUILDING DEPARTMENT USE ONLY SIC: Sq.FI.: ZONING COMMENTS: Approval: Zoning; BU1WING COMMENTS: Approval: PuBUG WORl<S COMMENTS: Approval: ~IRE DEPARTMENT COMMENTS: Approval: !occupancy: Walls: Roof: Stories: Residential Units: Electrical license No: Company: Plumbing license No: Company: Mechanical license No: Company: Expiration Date: Expiration Date: Expiration Dale: Approval: Approval: Approval: (1) This pennn was issued in acc:ordallQl with.the provisions set 10llh In your application and is subject to the laws 01 the Stale 01 Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge. Colorado o<.ny _ applicable ordinances 01 theClIy. (2) This permn shall expire n (A) the work authoriZed is not commenced within sixty (90) days from issue dale 0< (B) the building authoriZed is ~ 0< _ fore period 01 180 days. (3) If _ permit e>pIres. a .- pennn may be ecquired for. fee of one-haIf the amount nonnally required. provided no changes have bMn 0< wiD be mede in the original pia"" and specifications and ony suspension 0< abandonment has not exceeded one (1) year. If changes hove _ 0< n suspension 0< abandonment_ one (1) year. full 1_ shall be paid 10< a.- permit. (4) No work of """'"""""" shaM be done that wiD change the naturalllow of water causlng a drainage problem. (5) ContradDr shaM noIIfy the Ill-.g InspedDr ~ (24) hoIn In advanoe for all inspections and shaH receive written __ on ......,..Iiuo, cord _ proceeding with __ pheoes of the job. (I) The IssuanCe of e permll 0< the opprovaI of chwinga and opecIfications shaI not be constNed to be a permn 10<, nor an approval of, ""'" violation of the provisions of the building codes 0< any _ onlinallQl.law. rule 0< regulation. All p1an"'- Is .ub)ect to lleld InopectIono. Chief Building OffICial Page I of 1 Thursday, June 09, 2005 SIGNED DATE 4 No work of any manner shan be done tbat wiD ehange the natural flow of water eluslng a drainage problem. S Contractor shaU notify tbe Bu11dina:lnlpector twenty.four (Z4) hours In advance for aD Inlpedions and shaD receive written approval on inspeetloil eanl before proceedlng wltb JUIXesIIlve pbllHS of the job. 6 TheIA\lane~orth_e~spedfieallOUlllhaDnotbeeOnJtruedtobeapennllfor.noranapprovalof,anyv:lolatlonoftbe ,w,ruleorregulatlon. Thb pennlt was Inned In a<<ordanee with tbe provMlonsllet forth in your application and Is subJed to the laws of the State of Colorado and to tbe Zollinl; Rqulatlons and Bulldlnl Code ofWb.,.t Ridge, Colorado or any other applicable ordlnanees oftbe City. ThiJ permit shan expire tf(A) the work authorized II not eommeneed within sixty (60) days from iswe date or (8) the bundfnl!: authorlud Is luspended or abaDdoned for I period of no days. Ifthlll permit expires, a new pennl.t may be acquired for I fee of one-half the amount normaUy required, provided no changel bave been or win be made In the orIgiDal plaus and $pItclfIcatlons and any suspeDlllon or abandonment has not exceeded one (1) year. If changes are IIlJ.de or ifsu.pen.lon or abandonment eIleeeds one (1) year, fun fees thaD be pldd for a new permit. (OWNER)(CONTRACTOR) SIGNED DATE I hl!J'eby eertlfy tbat the Mtbaek distances proposed by thl5 permit appUeatlon Ire accurate, and do not violate applicable onllnaneeli, rules or regulations of the City of Wb.,.t R1dre or eovenants, elllement!l or restrictions ofr.ecord; that aU meuurements shown, and allegations made are accurate; that I bave read and aa:ree to abide by aU eondllloDll printed on this applieltion, and tbat I IIlllUJDe fuD responsibility for complianee wltb the Wheat Ridge Building Code (V.B.C.) and an otber appUcabIe Wheat IUdre ordiDances, for work under tbis pennlt. o Sq Feet: Stories: Roof: Walls: Occupancy: B Units: Description :. ~ [~7~-Q5-~?4 ~~Of r ~/~ , ..... _~_.,,~._,__~._~_.=t l ~es .~~__-----=---:::-==__-==-_,~:=JPaid l IUse Tax _ '-ll~9AO'-~~~_-___ 1$59.40 I [Permit Fee , ~~.lQ___'_ ._..~...J$108.10 I ITotal Fees' 1$16?50'--::::~-- .----=-=$167.50 J I ~:::-_-.===:,_:..::.::::.J J ICONTRACTORS ----=.. __--=-=__ ,.--t 1 IName ==:J!;icense #'c-=---c--=---- ..==-_lPhone J !cANDLELIGHT HEATING ANJ21980'---~_== ~,324254 J C::T--::~===-. ....__ ..- _---=--=-L J "~i~~=='~~=~- .~.. ...::3pproved J I [&:UTHORlZA TIONS !Type l!:!.uildinQ Approval Unit: (303) 263-0982 Dymond Nails OWNER: Kipling St PROPERTY 4240 Commercial Mechanical Inspection Line 303-234-5933 18822 6/912005 ,'y" "1;\. Building Permit CITY OF WHEAT RIDGE 7500 West 29111 Avenue Wheatridge, CO 80033 303-235-2855 Permit Number ~.... , 1.~ '" ~ 7 ,. !~;--. .':f")~i,;:,til:~ 'I .,~; k.,.. .~ ,... If:~"",' I.. ,- - - ,- ,jI'';" ..~,~:,---..,.:~;~;::-- ~:~.-.. -. .:'i\'<>: '; """',~< "..'~j';. ir..., .........e," J.jp.~ -. ,~,~"!",,,,,,,,,,",,,,,J,,~,/Iil,'~"''''''"''i'9,,,,,,J,,,,,,,,,,,,,,,,,,,,,,,,~<J;II,qW", '~~~,~~!Il!~,44~4,k,!\~ !ll<"''''"'''''''''i'.,,,,,,.,,,"<,,,",,,,,,,,,,,,,,,,,,,,:~,,,,",lj~l~,,,'',,,!!, Building Permit CITY OF WHEAT RIDGE 7500 West 29TIl Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 18822 6/9/2005 Inspect/on Line 303-234-5933 Commercial Mechanical PROPERTY 4240 Kipling St OWNER: Dymond Nails Unit: r (303) 263-0982 Descriptiou Installation of exhaust fans, and 15 ampere circuit. I IDue 1$59.40 1$108.10 1$167.50 I I 1 License # 121980 I I I Notes IPer 2003 IMC & subiect to field inspections I IPaid 1$59.40 1$108.10 1$167.50 I I IPhone 12324254 I I IApproved I IFEES IFees IUse Tax IPermit Fee ITotal Fees I ICONTRACTORS IName ICANDLELlGHT HEATING AN I IAUTHORIZA TIONS IType IBuilding Approval Units: oecupancy: B Wails: Roof: Stories: Sq Feet: o I hertby eertIfy tUllU idbatk lUitlliieH propOHd by tbll penalt .ppUcatlon lift KCllrate, and do DOl violate appJkablt ordiRaaea, ndlIf or replatloU of * CiC)'of Wheat IUdJe or cGv........ euementll ItI' rubidl.... ofreeord; dlat an meUlIl'ftDenb thowJl,.DC1 alllptiou made are ueurate; tIlat I bYe read ud ......1bIde by au CODdItIoaa printed on tbfIapplkaUon, and dlat I amune full l'eSpOlIIslbllky for (ClmpUance wUb the Wheat !UdJe BuRdlnr; Code (V.B.C.) aDd aD otUr apptkabIe Whe..t Rldae oi"dblane'es, felr _ ander thll pennlt. 'I qj ()5 ell III aec:orduee wltJr. tbe proviPolU Jet forth in your application and ".ubJect to the Iawl ohhe State of Colorado and UI the ZAIq Re&ulatiCnu Ind BuiIdin. Code of Wheat IUdge. Colorado or any other applkabk OnUnaRca oftltc aty. ThIll pe....t dlall expln: If (A) die work authorized I. ItDt toDUDeoeed wltbin lUcy (60) days fi'olB baue date or (B) tItc bu1ldln.autbortrcd illliupellded. or abamlcmed fer a period of 120 days. If diU. penalt upln:s, . new penn1t may be acquired rw a fee of one-balf tile amollDt ItOl'IIIaIly ~utred, provided. no dauau have Hell' or wiI be JUde .. tJle orictul pWu. alld Iped6eatloDI ad uy luspeaAon or abandolUlleDt hu Rot ueeeded. ODe (1) yeu. Ir ckaa&ellll'e made or If aapeuion orllbude_t exfteds OlIe (1) yeu,lUII lea IhaIl be paid for a new permit. 4 No work ohny IIllUlBlir IhaIJ. be done that wiD change tbe aatunl tlow of water auua a dnIIlIp pnIblea. ! Contnactw"O notify tile BulJdlnllnspeetor twenty-foar (1:4) bountn advance for aU 1aa~0IdI and man l'e!:dve wrlttea appnlvil oS ~ canlbefere proceedlR. "Jlh llleeellln phues or the Job. .~ ;;:;';t or ;1..;""'ln........winp...1KI IpeelOcatioDl IhaU DOt he OODlItnIed C1l bea permit ror, Doran approval ot any rioIadoD of the b co_oraAy other~law, rule orreplatlon. ~-- -:..~- "" ~.6i' ChlcfB"'1d.Ia& IIupector SlGNID DAn Thursday, June 09, 2005 Page 1 of 1 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) APPLlCA.TlON Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: c...c..""~\t' \::>1 ""'D".1 rJ "" \.; t.i14o \C.:"li'^'J sT::rl: F .1A.r, b Phone: z);,~-D~'6"' \lj "'--*-' \-\.4j ~/~;r It=;~~:, . Phone: q'3,') -5'i '? 5 OWNERlCONlRACTOR 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, roles or regulations oftbe City of Wheat Ridge or covenants, easements orrestrictions of record; tbatall measurements shown, and allegations made are accurate; that r have read a;nd agree. to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridg~ Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit (OWNERX~0IGNED '4rrrpJJp IV Description: fOJ -r. . \ ((. 1i1' -->--,,'"5-+ Cl. \ Vl DATE r/ ~ J,.,: Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ TotaI:$ _2,3 0 () lAV\. r::/i k C\ <-<.S +- +=4 VI J \ s C<.4 , c.,C BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: WaIls: 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 pennitwas issued in accordance With the provisions set forth in your application and is subject to the laws cfllie State of Colorado and to the Zoning Regulations and Building Codes of 'Wheat Ridge, Colorado or any other applicable ordinances of the City. . This permit shall expire fiCA) 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. Tfthis permit expires, a new permit may be acquired for a fee of one-l1a1fthe amOllD.t normally required, provided no changes have been or will be made in the original plans and.specifications and any suspension or abandonment bas not exceeded one (1) year. Tfchanges have been or if suspensiM Clr i'lhal1dClnment exceeds one (I) 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. Contractorshallnoti:fy the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector ~"C Ui " c." <n " " > V .8'0 0 co~ N "'0 !::! =s .... ~ .. " ~e c ;; " - .... " D ,.c ~ 0 "'- e " 0 s '" <Xl " l'l "e -g 0 <n '" ~.. ::J 'E U " ~ '" 0 ~ c ~"~ III ~ U cN ~ c .. ~ .. ~ ",,,; -g 05 il .... oo .. :!10 C'") 8 os ~ .0 '" )( "''' c S 0", ;;;J Q)=6 C:!1 =3 q oa: U w -'" oc_ '" o.il! Cl '" o 1l, ai <l. U 0 -.c e ig1i5 1l:!1!E 5~ = 0 II: co ~ Co 8- (/) oJo ~'O (/) !;(...~ _<n W Ol~ ~ 5.~3l a: .6: () w~o .c " 0 C'") :2.. ~ 0 J:",0 ~~ " 0 C'") B:6 S 0 I ~ oS: " = <( 0 ~~ ! ~'O ,,~.Si <Xl ~ ... 0- 0 . Ooa: =..ll oil' s . ~ ~S\... U LL go e ...." oOJoe. <D .. ~ c :!i ~ -< .c - " .c: "ll :1 C3 ~ " >0 " "0 '" H :; U ffii5.8 0:: 'c CD .. 'O@2J 1 c 1ii u: ~ ..... " ~ ~~iO" <D c .. <J e: .c: " .s E g :;: CIl .. ..... e: E ~ ~"O-g 0 <D - 2 f- 2J 8 ~". '" en ~ 2 1;; " "'_ i!1. f- e: .c ~ :6~~ 0 w '" U - (/) 8, U E~i ~ 0 c 0 <l. .. " 05 .c .. Q: ~ .. '" ~ '" :::> 0 _~o .. <l. z ~tB (/) :i Cl z (/) 0 ~ <n " W ~ 0> ~ .. Q: 9 '" "~ ...- 0 :g ,,0.0 Q: ~ ~ ..J ~ > ~ 0 u 0 ~ sa.!!! f- ~ (/) LL l'l-g" ~ w w E Q: 0 I " ~(Q~ Q: w ..J f- z 8-8- w f- <l. <( Q: 2J- z z 0 Cl o~ ctl E ~ :;: 0 Q: w 0 ~g~ 0 u (l. ..J LL <l. Date: liP /c; ~/ ..\ Certlftcate of Occupancy or Completion has been requested for: ('. ~i ' AoORI:88: 4J tf{) Kif/)!~ ~ PuRP081: or 8TRUCTUH: 'I. r::-. I Building Department Approval: cJ;& 7- 20-01 Remarks: Zoning Approval: Cf-~ Remarks: Public Works Approval: Remarks: *Fire Marshall Approval: ('t-. ~V ~~ Ar;-P.D (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS . . THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD '. JOB ADDRESS , , BUILDING PERMIT NO. OWNER t-\' , n. ,.' l... ~ Jf' DATE ISSUED r i l \ \, :- I TYPE I OCCUPANCY .. \ , i, . r J ("'. r", \ ~ ' . .- \ CONTRACTOR ('t" ,'.. \ SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical 0<<; ~~....." ~\,,",\ '0-'1<...., Ill"" Rough Plumbing "':,..\-;\.. Air Test Gas Piping Rough Heating & Ventilation -";\-f .,.... , Framing Insulation ~,!.~' r , ,~ . ~ i , \I , 1 >4 ;.- ..~ Drywall Nailing Roofing Refrigeration Electrical Underground -) \' I '. , - '........... Final Electrical Plumbing Heating & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping -' OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER :':::"0 E iij ~" "' " " /; ... .c-g 0 "'.!!! N "-0 N o;.e ;:: ~ '" -8e " C 0 OJ " ~ ..... " Cl 1I'i~ ~ S " ;:; '" ~ "' <Xl '" .c "e -g 0 ::::l 'E ~ '" C,) ~ c.", > .2 "~ '" 3 " ~ C "CO 0 '" U CN '" ;2 -0 Z go"; C to '" "- ~ i'l < :2<..> '" .S C) >< '8& =-- .c C S C-o ~ 4):0 ~ii: =:s "C _ q o.m U w '"' -<Xl -.c '"' O"aj a. 5~ Cl 0 U e ~~ i~l 0;- CfJ "ji 0 0 IX C 0 CfJ "'" j!-o ~~ '" w "~G !(<S 2coQ) a: :2", S ~ c."", '" w~o .c" 0 '" B= ! 0 :c N U. 3i~l 0 g H ~ ~ "& " " <( <Xl . 4l=$i .5 . ~ ~"C 0 W o?;- ~ "2 ... "- :6:;-g C,) E Ooe>: .. 3iiij !i E-- ~l?l1;j ~ "ji "a '" "0. ~ .... " .c; H :; < .c 13>.13 "0 '" .. .. - ~ "<; C fia.g a: ] "2 U CJ ig! u: .c 0 1;j c: -8 u N ~ '" ~ <l,,'" c: .c; '" '" 0 == c: E .sSE '" {!? ~ u 1] 1t)"O-g .5 ~ fj ~ "'. w ii5 n; 2 ~ "'_ 8. f- ~ W "~ ~~~ CfJ 8. EH "e ;2 0 C U a. '" '" 0 a: ti u.. ... ::::l "'"5~ '" 0 0;,,- .c; ... a. z " 0 C> Cii"Ob III :Z z 0; ~G 0 ;: Ul '" w ;::: 0 a: 0 en !E ~ '0 0 a. ....l '"' 1i1 on 0 ....l " a: 0 ~ > 5 ~ <( C,) 0 f/) u.. ~ .e _ t; ~ w w 1] ~-g1: ~ a: 0 :I: E ~co~ a: w ....l t- " W f- a. <( a: z 8~~ z z 0 C> 0 1]- == 0 a: ~ "~ UlE~ u.. :2:::::14) 0 U a. ~ I-c-o Date: q h Ic{ I I A Certlf1cate of Occupancy or Completion has been requested for: AoOR[88:-.J 2- '-i 0 ~p Lc . "::~ S-f --pc S PuRPO&[ or 8mUCTUR[:1 , ...- ;- . Building Department Approval: (!~J 9-20- 01 Remarks: Zoning Approval: Or. ~AJ Remarks: Public Works Approval: Remarks: 1f Fire Marshall Approval: !J1:.- fk--v' ~~ A-FP b (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: " ~ Ii INSPECTIONS WILL NOT .BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD " 2.. JOB ADDRESS BUILDING PERMIT NO. \ i . OWNER ~ ,". '. l." , . ~~ x', " , ,~\ \. , \ CONTRACTOR ( ,W _, \ , I.' I. \ \' \. '1'\",.' .,i \j '.. \, I TYPE I OCCUPANCY DATE ISSUED \., \, \ \ n',./ SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) . . . Rough Electrical ""- "'''''-'-5 <:Or.. "'\ a -"<<f ""\-'f Rough Plumbing ,1'-1,,",. - P./." Air Test Gas Piping , Rough Heating & Ventilation ,')i'-)eu -- , \'",--~, Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED , Framing Insulation ~Gl~'t '~ y 1",-\ . , I '-- v' " -' '"",_. Drywall Nailing 7., 11//, \J . - , . v'"j .:-; Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping -.1..0 . 'v' . \ ' OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER G vi" Date: c/rj :4 C'j, ;?dlJ4- , A Certificate of Occupancy or Completion has been requested for: S+ #A ADOR[88: LjcJ1/J ,/.. 'I kL L,?LU74 I 7 I.F PuRP08[ or 8TRUCTUR[: cf'BUlld,ng Department ",""ovo" ~ ~ Remarks: Zoning Approval: /au ~-~f ('aA.L Remarks: Public Works Approval: Remarks: *" Fire Marshall Approval: (If Applicable) t94L.- fRAt" O/~ Ji? {~- O1L.-f"'Y f/v-\U--lk~ II\?IC:A-~\M--~ Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIC r.ARD !:'ROM THE WEATHF:R , ' ~ ... -.," ,,<,- -r J", . R.OW, & Drainage F' D ' , -,", ~ Ire epartment ~',/',"~-., ,."." - Parking & Landscaping ... ", , . ~ Plumbing Heating & Ventilation Frame (~(Ll.cc.k. o~ I ~-2~-04 I (;J,~.11 Cft-~f'"K;t Final Electrical .A- , .',~ Drywall Nailing Roofing Refrigeration Electrical Underground E Framing Insulation Rough Electrical :'; ,., ~ fI Rough Plumbing , , .. Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) POUR No CONCRET~ UNTIL ABOVE HAS BEEN SIGNED ~c;; 3 cY, Caissons Reinforcing or Monolithic Weatherproofing INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings IV, I:::'. ,r 5. WEST EAST SOUTH SETBACKS FROM PROPERTY LINES NORTH , . \ \ II " \ ' \," - -'- \ .0' WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD (.) ('") ~S S- --, J,~ s.-c;:- TYPE I OCCUPANCY ! DATE ISSUED . , .. ". .~~..;- -"... -.., y - -.... , . -"?'.......r _<<. -... ...... . ',... . ;0"'-_ ~,ii' .. - '..IJ~ >. . 'l~.~' ,t,..5... :- : ..*<.\: '.'f'~,g. "', ,. - :::. ~ INS~Tlt. ,~~,;i ,-~~f'i~ ~Ab~eNt:iess THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS it;' Ii, . INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 . INSPECTION RECORD JOB ADDRESS BUILDING PERMIT NO, OWNER CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH DATE ISSUED I TYPE I OCCUPANCY I SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED " Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) , Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical /) .. --.','1';.-- " l- . ! L " ' ",-, Rough Plumbing , . Ie " ..1 I' t"~l.. ~ / Air Test.G~s Piping , Rough Heating & Ventilation ' J l( , '-J i. ~, ~, Framing ) II' . C... I. If, v)-'-. - Insulation - Drywall Nailing . ' , , , Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R,O,W, & Drainage Fire Department Parking & Landscaping , 1 OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice \' \1 Job Address: 4 L Li 0 \. " \\ \-\ b KL'p lU\5 S+ ti \ \ ;" ~ (")" >,;-u.--t- \'y,'>O. 1"> ..~ 'h ~\ \, ~ <,,--,'X~<'\';::"\~A '\"'~>. ~""'k~~\'" b '" -'t''h >.:\ \- C, "'" \"" "'..,., \""<>,f"",<, ~"" \ \ ~'" Q ",<-_lor ,,', '<,,,S, ~ \- n. \ "" C , When corrections have been made, call for re-inspection at 303-234-5933. Date:3 - ?"e., - (-.4- Q\\~ Inspector DO NOT REMOVE THIS NOTICE The City of 7500 WEST 29TH AVENUE . WHEAT RIDGE. COLORADO 80215 CWheat GRidge DATE: Aprill,2004 TO: Accounting Department FROM: Alan White, Director of Community Development Dept. SUBJECT: FINAL ESCROW REFUND/RELEASE Reimbursement requested for final escrow funds being held for: 4240 Kioling St.. Wheat Ridge. CO 80033 The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Daughenbaugh Familv Trust Address: 3900 County Rd. 114. Elizabeth. CO 80107 Amount to be refunded: $ 22.943.00 /) /?~ !JJ/F- Alan White Director of Community Development Department (303) 234-5900 . ADMINISTRATION FAX: (303) 234-5924 . POLICE DEPARTMENT FAX: (303) 235-2949 Building Permit Number: 15040 Address: 4240 KIPLING ST NEW COMMERCIAL BUILDING Description: Inspection List I Number II Type II Date II Approval II Remarks I 42480 F-PW 1/9/2004 OKlDFB REC'D ALL REQUIRED DOC'S. 42481 F-LANDSCAPE 1/9/2004 ok/mr escrow $rec'd 1/8/04. Exniration 4/30/04. 42482 F-LANDSCAPE (ESCROW EXP 4/30/2004 42878 RE (#A,B,G,H\ 2/19/2004 ok/cci EMR-A,G,H 42879 RP (#A,B,G,H\ 2/19/2004 ok/cci 42880 RM I#A,B G,H\ 2/19/2004 ok/cci 42881 RF (#A,B,G,H) 2/19/2004 ok/cci 42882 TEMP HT. (#A,B G,H\ 2/19/2004 ok/cci 43368 F-LANDSCAPE 4/1/2004 ok/mr release escrow III Landscape Escrow A2reement --1.~~ WHEAt 1>/ '- 0 - '" u '" C'OlOR~\JO City of Wheat Ridge Community Development Department This agreement made this ~ day of between the City of Wheat Ridge and Jo..t1l.lA..l'""'j , 2004- by and Escrow in the amount of ($ '22-, cl't3~) is being held u .L/J '10 ( contractor/developer/owner). { -! 4DOLLARS til all landscaping improvements are completed at, J(Arc1~} 5i-- J In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as shown on an approved landscape plan is not installed by Apri I "2,n, 2.004 ,(date) the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Community Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date of A'Pri\ ~o I 2..oD4 has expired. Approved and Agreed: C ontractor/Developer fOwner /) r . < ~ Title Citv of Wheat Rid2e, Colorado By: dif1~~//dt_) Title: iffedDr Date: f IM04- I I II DAUGHENBAUGH FAMILY TRUST CASTLE ROCK BANK 501 WILCOX 191 ~ I' JANET DAUGHENBAUGH, TRUSTEE CASTLE ROCK, CO 80104 31 3900 COUNTY ROAD 114 PH. 303.646-5185 (303) 688.519] 0:: ELIZABETH,. C~ 80107 .. J ~ J d 0 ~~~ceR r1 d.t.. '\ lU ~ I(.~ 82.7412/3070 I!!.'lE // f?'/ 07 I 0' ~7b...VL.. . I."do." s"?7lJ3,N , ~_ ~ (r~ '11~II~/.r/-'tkU~"I'I'.1:'''! J iii I MemO~~1;t C7l~.....' ~oj;' I: ~O 70 7 ~ t.1: ~~Ob 9'llf/)~ ~9U 1.11' BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at t-; 2- yo 17 r;f!t1~ j] 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: tf1o:a; ~ r>--,.f' v~~2u:? You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date "2.....-- 'L.- ~- CI 'I ~/? Inspector lor Bulldln9 Dept. DO NOT REMOVE THIS TAG FORM WR6-22 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: //rJi/;;' Il f '4 I o ~~: ::::J~/~;:7::~h'/h le!!rr-cJ i) deevf /CJn-.>-hcrc -e5~r-tJo-J r~ Y--' ~i ;r ~ _3;.1. ;:r:t'-:;q;:;~ 7e,~kj. 5:) ~~:1-;;~ ;;~ MrflJR/r& k be ~w ~ C#. J$ftOu-' b;r4er- /tYJls -dm,rn I1t#l- 7 C;rcJf!- Lf'zJo 'f 11 !/a/I C When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THI Inspector Date: I Building Permit Number: 16539 Address: 4240 KIPLING ST #C,D,E,F TENANT FINISH C, SHELL "ONLY" UNITS D, E,F Description: Inspection List Number Type Date Approval Remarks 42279 RF 12/18/2003 OK/DM 42321 DWS (#C) 12/23/2003 OK/DM 42466 FEI#C) 1/8/2004 dis/dm I omr a,b,o,h 42467 FPI#C) 1/8/2004 ok/dm 42468 FM I#C) 1/8/2004 ok/dm 42959 RF(#D) 2/26/2004 ok/eei 42960 RP(#D) 2/26/2004 ok/eel 42961 RM (#01 2/26/2004 ok/eei 42962 RE(#D) 2/26/2004 ok/eei 43039 RE (#E,F) 3/4/2004 OK/CCI !~I ~u E C ~ '" ill. " '" " ~ " > 0 .8" 0 ro~ '" !!5 11" -j!! ~ '" ,,- .'!! " i!? C '" ~ ~ 1 " " _.c "'- 0 " 0 .. '0 '" "E" c;j " " C ~ ~ '" > 0. ~ J '" ~ i' ~ C " o ,- U _ C U " 0 52 ~ cN Z '" " ",.,; 0 c J " t- '" -< _~ "8 '" ~ " \ "u " c '( ~ '5 0 '" ., '" 00 1l .J ~ c (/) 4):0 :,;;;; 4) ~= (/) 0", U w - ~ W 0 c" '" _CD a:: u " oQ:: U Cl '" o ' 0 '" 'C _ C4)8 "" :::J 0.'" U Cl~ 0 '" - " 0 _~oo ~:g '13 <( ~ ~.c ll:: c 0 0 110: ....~~ 8. 0:: ill. 52 '" '" j'O ~ <<Co 0-'" 0 ~ '" " W.c- 0."", t- o ",,,, 0 :J: re 8 .c~ "' 00 .S; U ,,0: " '" ~ '~ '" .c >< 0 ;g 4) ~ ~ lLi=" ~,,- dl u E= 0 4):5 0 '" E I .9 ~ 000:: .c - ~.g ~g;;; -.c" 0 . .!l -< r-" oj ,~ 0.: '0(;- .E . .c - ~ '" c (3 0: " >. g 0 " c c E U c_ .. '" '" '!i ",0. U ~ 0. ::i: ~ "EE oS .:; " ~ ;; '" .c " <II '" ~ ~8>- -c _ " .S; 0 .. c ~tnro c u: c ~ 0 " :E 0 ~ tn~; t; 1:' " U N '" 8 c " '" E " .'" ~ c ~ - v; v; " .8 ~ ",0" 2 c >- c- g 0 n; U '51.81< >- u .c 5r 52 w '" ., '" .:; (/) " " 0 0 '" 4)'C 1::. C :5~S: " a. '" '" a:: .c .....~"6 " :::J " a. 0 '" '" z =~G (/) z <.9 '" '" ill. " (/) 0 z '" w '" ~o:5 a:: >= :s: "' 'C ..._ 0 " 0. 0 a. 0 : 5 ~ " a:: 0 1i: --' '" <( --' .8 - '" 0 0 u 0 13":: >- ~ (/) u. E ij;; C C U w w ~ 1:t'O~ a:: ~ a:: 0 z rl~o. w w --' I .8.2 z >- a. <( >- '~ .~ E ~ :s: z 0 <.9 a:: " .c"" 0 a:: w 0 0.. f-c" 0 U a. --' u. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16615 Date: 12/31/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #A,B,G,H Contractor License No. : 19858 Company: Daughenbau9h Construction, Inc. Phone: 646-5185 Phone: 303-646-5089 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 (U.B.C.) and all other applicable heat Ridge ordinances, for work under thi:zr/jt~ f (OWNER)(CONTRACTOR) SIGNE' l......rJATELL4--d-f- Description: Construction Value: Permit Fee: Plan Review Fee: Use Tax: $32,000.00 $600.61 $390 AO $384.00 $1,375.01 Total: Use: Iki~2IID Zonifll1:Co_nt$~ Approval: Zoning: Jil"uildili9 coiUii:i~nt$: Approval: OM Bi:ibiiolWO'rks:c~ilfm8nts: : Approval: Occupancy: Walls: BUILDING DEPARTMENT USE ONLY OK PER REDLlNES. 12/26/03 Roof: Stories: SIC: Sq. Ft.: Residential Units: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No :21515 Company :FRED'S PLUMBING Expiration Date: 1/17/2004 Approval: OKlKS Mechanical License No : 20464 Company: Gene's Heating & Ale Expiration Date: 1/9/2004 Approval: OK/KS 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 (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 procee. with successive phases of the job 1: . a e+~it or.l.he ap.proval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provo Ion of 7 '1"r9.&f.~~f}~?r any other ordinance, law, rule or regulation. Chief ~Uilding I~ector Please sign Terms and Conditions on reverse side of page. (1) (2) (3) (4) (5) (6) ,/" D.E,PARTMENT 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: 1~/l/0 3 APPUC.(\TIO N Property Owner: -&t1~'4tl-n~~ PropertyAddress: <(.2#.,f-<fC,~ Sd- ~ItB/:tI}.J. Contractor License No.: / "1 f{ S-:? Company: & ~y;;;">. OWNER/CONTRACTOR SIGNATURE OF U RSTANDING 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 (V.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE~';1lifl)~ / DATEI ';/110", Description : 1~~ .;f~~ ~ (5/ ~ ; j./ BUILDING DEPARTMENT USE ONLY ~g&<.!!II!!l~ Approval: Zoning: !Lu:mll!:!g&~mm.Bnw.l;I .;>F-. ~ ~/i~~ /.LI2(,/.~. ~ Approval: e.u,!!!!~~lJu:!~J!!I:!~l!ms;) Approval: Occupancy: Walls: Roof: Stories : Eiectrical License No : .21t./<( ~ Company: Ii O-U"d,ufJ a.~ Plumbing License No : .2/ .5f S Company : ~A....j .5 ~ Expiration Date: Approval: Expiration Date : Approval: -- Phone: -;3' tJ3 -&1& - jJ 8"::, Pho~3-17j'-716J...- Construction Value: 3i 000. Permit F~: Z.pR.P~ Use ax: Tot Use: r' ,r"'"', !I-~"'~~_ .~o.~" !.~' I, 'I' ," I~'f, . ~.- G'I// '[--0 {)l DE' IS "., . ~C ---__ KS --- --- --- SIC: Sq. Ft.: Residential Units: Mechanical License No: ';1..0 L! b tJ Company: .li-~~ H_u~/Ct<.'<... 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 ~oning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shaH eXPIre if (A) the wol1c; authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a 'penod 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 speciflcations 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 wol1c; 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 proeeedilng with successive phases of the job. , . . The issuance of a permit or approval of drawings and specifications shall not be construed to be a permit for. nor an approval or, any violation of the proVISIOns of the building codes or a er ordinance. law, rule or regulation. (1) (2) (3) (4) (5) (6) ~AV 19 D3 09:3Sp Ha""""l:j Geo,...c:e 3D3-45S-0217 p.l Harty's Gym Harry G corge 4304 and Kipling Proposed Occupancy classification = A-3 Gvrn = 10.000 sauarc feel in area Occunant Load - 200 10.000 sq ft divided by an occupant load factor ofSO based on table 10-A, 1997 UBC Plumbing Fixture, count OCCuDant load = 333 divided bv 2 & 16Tmen and 1'67 women 10,000 sq fl divided by all occupant load faetor of 30 based on a Group A occupanc;y us indicated 011 Appendix Chapter 29, table A-29-A, 1997 use Based on Table A-29.A, Group A. occupancies with an occupant load of 167 men and 167 women, require four water closets in both the men's and women's restrooms. Along with four lavatories ill each. 6~.tX~./&J-t. cfPr A-ob)c:' Ifr-J''- of::... 0,0, --- ~. cT"'h ,,-> U>7-!;tz>d C>>1!:;.f,(f ~ 120 ac..c... ;cz:;:;d .::: 6r"'-' ~ z.. .= ~D ~en/ ~oprCn dk- :;:::....---0- 2- t'Uo..r-...r- c/c>&e;l? ,;" F'~-?~ "'l"- vvO.r?? 6-7;; 2 ?u-~r1C-:J ~- , (/ 1;/ !6P :J If- ,~tffi) f!m ~J::.. h /l6-'~ ?r ('r' (/ ~ II / 0-/...--< .wafC/"d~~ I lO'd ll:~l fOOl ~1 ^ON .!.S8l~S:~:XlI3 I'Id II 9'lINNt::Jld DEC-30-03 TUE 2:02 PM ARVADA FIRE PROTECTION D FAX NO, 3034327995 p, 2 :>'~ I L I' I r r -1-~.~ .:-_! "!.. B ~RVAOA ~'~i:'~ Jl ~~'I':' " U (\\'~" 0 ~\?~~, ,~-vr{):; 's' Arvoda Fire Protection District Division of Fire Prevention Wheat Ridge Building Department 7600 W 29'" Ave. Wheat Ridge, Colorado 80033 12/30/03 RE: Tena'lt finish for 4240 Kipling Street spaces A.B.G,H. The following are our plan review comments; 1) The building address numbers shall be permanently afflXed t the building in a nllnimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4 Amended. 2) All dropes. htUlging~. curtains, drops and other decorative material that would tend to increa~e the fire and panic hazard shall be made of material which is not tlammable or shall be treated and maintained in a flame-retardant condition by means of a flame- retardant solution or process approved by the Fire Marshal. liFe 97 2501.5 3) The occllpantload shall be determined by the Wheat Ridge Building Department and shall be posted in a conspicuous place by the main exit from the room. UFC 97 2501.4.2 4) Exit doors from Group A Occupancies shall not be provided with a lock or latch unless it is panic hardWare. UFC 97 2501.8.2 5) Exit signs shall be subject to field inspection. Additional exit signs may be required. UFC 971212.2. 6) Emergency lighting shall be provided for all occupancies where the exiting system serves an occupant load of 1 00 persons or more. 7) Emergency lighting is subject to field inspection, additional units may bc required. UFC 9712]1.1 R) Carpeting shall be a minimum of Class n Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 97 Appendix IV -A. 9) Provide lock.s un circuit breakers supplying power to emergency circuits such as exit lights. per the National Electrical Code. -~~..., J;r ..~ 6503 Simms S1reet . Arvada. Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 DEC-30-03 TUE 2:03 PM ARVAD A FIRE PROTECTION D FAX NO. 3034327995 P. 3 " 10) Verify that sufllclentelectrical receptacles as extension cords and multiple adapters are noL pcrlllillcd, nor shall flexible cords pass through walls. ceilings or doorways. UFC 97 8506,3 11) Fire extinguishers shall be a4-A rated to-tb ABC dry chemical type fully charged with current inilectan tags, mounted not less than 3 feet nor more than 5 feet fi'olllthe tloor to the top "fthe mounting bracket. The required number ofllnits shall be provided prior to final inspection. UFC 97 1002.1. Amended. 12) Any code requirements arising from construction 13) Twenty four hours 1I0tice required for all tests and inspections. UFC 97 103.3-2.2 sinccrcWI~-) / ---~ \~ . L.// ~ Kent "Sparky"' Shriver FiJ"e Marshal Arvada Fire Protection DlS\lict DEC-30-03 TUE 2:02 PM ARVADA FIRE PROTECTION D FAX N~ 3034327995 P 1 ~ , ~ ~ J Arvada Fire Protection District 6503 Simms Street rqG\ 7:-7 uu;..\U-.:. Arvada, CO 80004 Phone 303-424-3012 Fa. 303-432-7995 ::'!:- L.\.....>"'~ ".xl :1.'l,S"-,\>." Frem, ~'-'o p...., ~ Including cover sheet -, D...!~ ." ReI o Urgent 0 For Review 0 ....ase Comment 0 "lease Reply 0 "'ease Re<:ycle SOH") C-h.".,,~ <- leo\l ,\- b'), c\,c\.~-\- \-..~ \-<.-<- \0 ~~'"'\ ~<-J ~ ~~ C_) COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 'Il.1tJ /::;',:;'/,'/7 'i , t o /11/ tJ';/kl~ V1(1IJJ/I'Ilr d -m low - /5"1 In//'/'. 1-0 CBnkr'?-t' g,?>( ;Per- I9Prr 2:) wn.t1r>}e d,d I/OV-f:- //J//J1"5 -" / When corrections have been made, call for re-inspection at 303-234-5933. Date: /zj/77 /0':;> , I H(J DO NOT REMOVE THIS NOTICE Inspector COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16539 Date: 12/5/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #C,D,E,F Contractor License No. : 19858 Company: Daughenbaugh Construction, Inc. Phone : 646-5785 Phone : 303-646-5089 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 heat Ridge ordinance ,for work under this pe/m} (OWNER)(CONTRACTOR) SIGNE DATE /.,t.~ '5 Description: TENANT FINISH C, SHELL "ONLY" UNITS D, E, F Construction Value: Permit Fee: Plan Review Fee: Use Tax: $75,000.00 $1,064.45 $691 .89 $900.00 $2,656.34 Total: Use: ". 0 1o~01 BUILDING DEPARTMENT USE ONLY OK PER REDLlNES. 12/4/03 Approval: Occupancy: Walls: Roof: Stories: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No :21515 Company :FRED'S PLUMBING Expiration Date: 1/17/2004 Approval: OK/KS SIC: Sq. Ft.: Residential Units: Mechanical License No : 20464 Company: Gene's Heating & AlC Expiration Date: 1/9/2004 Approval: OK/KS 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 (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 successive phases of the job. is~uance 0 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 pr is' building codes or any other ordinance, law, rule or regulation. . (1) (2) (3) (4) (5) ng Inspector Please sign Terms and Conditions on reverse side of page. BUILDING PERMIT For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. 2) The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification IS required from the civil engineer of record Inspection are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and approval of a Certificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. All the above items must be completed and approved by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to compiete the above items and obtain a Certificate of Occupancy. I have read. understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Name (please print) Signature. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: Jt) ~ ,,/;.. ~<1-'<".sf . I 3rg, ~' .Hf~r l' ~ . ~ 0 - co u ~ cOL OR~SP Property Address: Contractor License No.: Company: OWl"iERlCOI'HRACTOR SIG/"iATURE U!';DERST ANDING A.l'\;D AGREEMENT 1 hereby certify that the setback distances propose<! 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 measurtme'nts ShOVllTl, 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.Re) and all other applicable \\11eat Ridge Ordinances. for work under this permit. (O"1<ERXCONTRAcroR)'SIG"~ iJ CLtJ+TE r.,/.J.r/ () (OV.'NER)(CONTRACfOR):PRl!'\'T 0 DATE DESCRIPTION: ~Ad~~ ~&n( II,\-.. V'" ( )'" Building Pemrit Number: Date: //~o/~ 3 Mo.J.-. Phone :~ ? _ ? t./ (. ~ 57 S-f) &Nil..&53 -~'7 8'-7/"-<- e " _ SO $' 7 Construction Value:$ '7S}& ~o Permit Fee:$~L.:Llcl'::, Plan Review Fee:~Z,"C) r JD Use Tax:$ eke' {(' Total:$ ~:p:: I F BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: Of<- f". ~{;~ (J-.)Lf /63 ~ Puauc WORKS COMMENTS: Approval: Oc~upaw"j; y,"alls; R00l: StOI'i~:::.: :;Ic:h Electrical LicenseNo:~y'<I~ Company: XI ~~ Plumbing L~'fnse No: :2. \ ") \ C) . Company:..:f.u.Js~....' p. :.> Expiration Date: Approval: Expiration Dale: Approval: SIC: Sq.Ft.: RcsidentiJ,1Units: Mechanical License,No:}J ;kJ~j /:u:... Company:.$... f- 5 ?V~~ a".. #,h.4.~ Expiration Date: Approval: ( 1) This penn!1 was i~ucd in accordance with the provisions set (oMb in your application and is subject to the laws of Ihe State of Colorado and to the Zoning Regulations and Buikling Codes of Wheat Ridge, Colondtl or any other applicable ordinances of the Ciry. (2) This pennilshall c"Pin: if(A) the work lulhorized is nOI commenced .....ithin sixty (60) days from issue date or (B) the buildinX authorized is suspended or abandoned for a period of 120 days. (3) If this permit upires, a new pertuit may be acquired for a fee of one-half the amount normall)' required. pro\-ided no ~hanges have been or will be made in dle origin.1 plans and spccificat'ons and any suspension or .bandonment has nOl ex~eeded one (I) year. If changes have been Of if suspension or abandonment exceeds one (I) year, full fees shall be paid for. new penniL (4) No work of any manner shall be done th.t.....ill change the n.tunl no..... of......ter causing. drainage probkm. (5) Contractor shall notify the Buildinj Inspector twenty-four (24) hours in ad\"3nc:e for all inspections and shall rttei\'e wrinen appro.....1 on inspection card before proceedinX with $u<<essive phases oftbejob. (6) The issuance of. pennil Of the appro....1 of dnwings and sp<<ifications shall nOI be construed to be . pennit for, nor an appro....l of, any violation of the provisions of me buiMiing codes or .ny olber ordinJn~, law, rule or regulation. cruefBtZ~ 11/27/03 THU 17:42 FAX 14J002 .~~CI(SON J1E1lD- 9335 Ralston Rd Arvada, CO 80002 (720) 898-4600 November 26. 2003 To Whom It May CoDcem: Our company has signed a lease for an office at 4240 Kipling St Unit C Wheat Ridge, CO 80033. We are setting up the office to accommodate up to ~ tax preparers during the busy times. Most of the time there will be one or two employees in the office. Sineerely, ~o= President DAC Tax Service Ine NOV 17 2003 4:36PM HP LASER JET 3200 p.2 ANCHOR hNGINEERlNG & INSPECTI(h~, INC. Higher SllUlduds - Superior Sctvicc: - Better Raul.. PWN Architects and Planners, Ltd. 6560 Greenwood Plaza Blvd., Suite 130 Englewood, Colorado 80111 Attention; Mr. Pat Nook November 17,2003 Project: Kipling Street Retail 4240 Kipling Street Wheat Ridge, Colorado ObIIervatio. Date; October- 15,2003 Dear Mr. Nook: As per Mark Daughenbaugh's RlqUCst, our office performed a site visit at the above refen:nced project to observe the canopy framing. Mr. Daughc:nbaugb, the building owncT, Rlquired our office to field verify an inconsistency noted in the building inspectors 4:OlTection notice. A copy of tbe correction notice "'lIS not available for our review: Mr. Daughenbaugh infcmned our office !bat the inspector was concerned that tbe blocking shoWII on 3/AS_OI was IIDt installed and the angJc connection at tbe top and bottom of each truss vuied from that shown in section 7 on sheet SS. At tbe time of our observatioD.the project was nearly completed and the canopy was finished except for the soffit baud along the bottom. "The structural sb...th~ on the face and sloped roof portion of the canopy was installed. The trusses were connected at the top and bottom to tbe continucus angle witb Simpson HS clips. Our office has detmnined that the blocking shown on the architectural wall section 3/AS.Ol is not required and the structmaI sheatmng =tly installed will be adequate to support the canopy trusses. Additionally, we have determined that the HS clips will be adequate to support the canopy trusses and require no modifications. If you have any questions or need additional information, please notify our office. s~~ P'''~ Anchor Engineering & Inspecticn. Inc. n"~lr:NINr.. nPNV1=;R BUS LlNCOL.N, SUITE 3D!!i. DE.NVER, co 15:)203 (lO'> 113 _ 419"1 (Jln) 830.9'" (FAX; Division of Fire Prevention f\8.V ADA T1'~i" w ~ ~SINCE; ::J ~~1911 ; 0 ~~& ~IS' <G Arvada Fire Protection District Wheat Ridge Building Department 7500 W 29th Avenue Wheat Ridge, Colorado 80033 11126/03 RE: Tenant finish for 4240 Kipling Street Unit E The following are our plan review comments; I) The building address numbers shall be posted on a permanent basis and shall be affixed in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4 Amended. 2) Main exit doors in Group M / B Occupancies provided with double cylinder key lock shall be provided with a sign stating "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. UFC 97 1207.3 Amended. 3) All other exit doors in Group M Occupancies shall be openable from the inside without the use of a key or special knowledge. UFC 97 1207.3. 4) Exit signs shall be subject to field inspection. Additional exit signs may be required. UFC 971212,2, 5) Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1., Article 700 NEC. 6) Carpeting shall be a minimum of a Class II Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 97 Appendix IV -A. 7) Provide locks on circuit breakers supplying power to emergency circuits such as exit lights, per the National Electrical Code. 8) Verify that sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3. 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 9) Fire extinguishers shall be a 4-A rated 10-lb ABC dry chemical units. The required number of units and mounting information shall be provided prior to final inspection. UFC 971002.1. Amended. 10) Any code requirements arising from construction will be addressed. 11) Twenty-four hours notice required for all tests and inspection. UFC 97 103.3.2.2 (~9~t I .," , '-- ,/ Kent "Sparky" Shriver Fire Marshal Arvada Fire Department Division of Fire Prevention p..BVAOA 1l.~I' w i.D ~SINCE, :J ~~1911 '; () ~~fJ ~<S' <G . Arvada Fi re Protection District Wheat Ridge Building Department 7500 W 29th Avenue Wheat Ridge, Colorado 80033 11/26/03 RE: Tenant finish for 4240 Kipling Street Unit D The following are our plan review comments; 1) The building address numbers shall be posted on a permanent basis and shall be affixed in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4 Amended. 2) Main exit doors in Group M / B Occupancies provided with double cylinder key lock shall be provided with a sign stating "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. UFC 97 1207.3 Amended. 3) All other exit doors in Group M Occupancies shall be openable from the inside without the use ofa key or special knowledge. UFC 971207.3. 4) Exit signs shall be subject to field inspection. Additional exit signs may be required, UFC 97 1212,2, 5) Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1., Article 700 NEC. 6) Carpeting shall be a minimum of a Class II Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 97 Appendix IV-A. 7) Provide locks on circuit breakers supplying power to emergency circuits such as exit lights, per the National Electrical Code. 8) Verify that sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 . 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 9) Fire extinguishers shall be a 4-A rated 10-lb ABC dry chemical units. The required number of units and mounting information shall be provided prior to final inspection. UFC 97 1002.1. Amended. 10) Any code requirements arising from construction will be addressed. II) Twenty-four hours notice required for all tests and inspection. UFC 97103.3.2.2 kG(} Kent "Sparky" Shriver Fire Marshal Arvada Fire Department Division of Fire Prevention p...BVADA, l1(~AW i:D ~sINc:A:J ~~1911~() ~~4J ~\S' <G Arvada Fire Protection District Wheat Ridge Building Department 7500 W 29th Avenue Wheat Ridge, Colorado 80033 11/26/03 RE: Tenant finish for 4240 Kipling Street Unit C The following are our plan review comments; 1) The building address numbers shall be posted on a permanent basis and shall be affixed in a minimum of 4 inch numbers on a contrasting background. UFC 97 901,4,4 Amended. 2) Main exit doors in Group M / B Occupancies provided with double cylinder key lock shall be provided with a sign stating "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. UFC 97 1207.3 Amended. 3) All other exit doors in Group M Occupancies shall be openable from the inside without the use of a key or special knowledge. UFC 97 1207.3. 4) Exit signs shall be subject to field inspection. Additional exit signs may be required. UFC 971212,2, 5) Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1., Article 700 NEC. 6) Carpeting shall be a minimum of a Class II Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 97 Appendix IV -A. 7) Provide locks on circuit breakers supplying power to emergency circuits such as exit lights, per the National Electrical Code. 8) VeritY that sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 . 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 9) Fire extinguishers shall be a 4-A rated 1O-lb ABC dry chemical units. The required number of units and mounting information shall be provided prior to final inspection. UFC 97 1002.1. Amended. 10) Any code requirements arising from construction will be addressed. II) Twenty-four hours notice required for all tests and inspection. UFC 97 103.3.2.2 (/~{ 1() n , ,-----:.."'~~ Kent "Spark)''' Shriver Fire Marshal Arvada Fire Department Harry's Gym Harry George 43rd and Kipling Proposed Occupancy classification = A-3 Gvm = 10,000 square feet in area Occupant Load ~ 200 10,000 sq it divided by an occupant load factor of 50 based on table 10-A, 1997 UBC Plumbing Fixtures count occupant load = 333 divided bv 2 = 167 men and 167 women 10,000 sq it divided by an occupant load factor of 30 based on a Group A occupancy as indicated on Appendix Chapter 29, table A-29-A, 1997 UBC Based on Table A-29-A, Group A occupancies with an occupant load of 167 men and 167 women, require four water closets in both the men's and women's restrooms. Along with four lavatories in each. ~~o ~'~[; y 1997 UNIFORM BUILDING CODE TABLE 1D-A * :j{. TABLE 10-A-MINIMUM EGRESS REQUIREMENTS' OCCUPANT LOAD FACTOR3 MINIMUM OF TWO MEANS OF EGRESS (squere f..t) ARE REQUIRED WHERE NUMBER OF >< 0.0929 for m2 use2 OCCUPANTS IS AT LEAST I. Aircraft hangars (no repair) 10 500 2. Auction rooms 30 7 3. Assembly areas, concentrated llse (without fixed seats) SO 7 Auditoriums Churches and chapels Dance floors Lobby accessory to assembly occupancy Lodge rooms Reviewing stands Stadiums Waiting area 50 3 4. Assembly areas, less-concentrated use Conference rooms 50 15 Dining rooms Drinking establishments I Exhibit rooms Gymnasiums Lounges \ Stages Gaming: keno, slot machine and live games area 50 11 5. Bowling alley (assume no occupant load for bowling lanes) 50 4 6. Children's homes .and homes for the aged 6 80 7. Classrooms 50 20 8. Congregate residences 10 200 9. Courtrooms 50 40 10. Dormitories 10 SO I!. Dwellings 10 3()(1 12. Exercisinp: rooms SO J3. Garage. parking 30 200 14. Health care facilities-- Sleeping rooms 8 120 Treatment rooms 10 240 IS. Hotels and apartments 10 200 16. Kitchcn----commercial 30 200 17. Library Reading rooms 50 50 Stack areas 30 100 18. Locker rooms 30 SO 19. Malls (see Chapter 4) - - 20. Manufacturing areas 30 200 21. Mechanical equipment room 30 300 - --- -. __H -- -----~ - ------ ---. C---- 22. Nurseries for children (day care) 7 3) 23. Offices 30 JOO 24. School shops and vocational rooms 50 50 25. Skating rinks SO 50 on the skating area; 15 on the deck 26. Storage and stock rooms 30 300 27. Stores--ietail sales rooms Basements and ground floor 50 30 Upper floors 50 60 28. Swimming pools SO 50 for the pool area; 15 on the deck 29. Warehouses5 30 500 30. All others 50 100 1 Aaess to, and egress from, buildings for persons with disabilities shall be provided as specified in Chapter 11. ::!For additional provisions on number of exits from Groups H and I Occupancies and from rooms containing fuel-fired equipment or cellulose nitrate, see Sections 1018.1019 and 1020, respectively. 3This table shall not be used to determine working space requirements per person. 40aupant load based on five persons for each alley..iflfluding 15 feet (4572 mm) of runway. 50ccupant load for warehouses containing approved high rack storage systems designed for mechanical handling may be based on the floor area exclusive of the rack area rather than the gross floor area. 1-125 1997 UNIFORM BUILDING CODE APPENDIX CHAPTER 29 Appendix Chapter 29 MINIMUM PLUMBING FIXTURES SECTiON 2905 - GENERAL Each building shall be provided with sanitary facilities, including provisions for accessibility in accordance with Chapter 11. Plumbing fixtures shan be provided for the type of building occu- pancy with the minimum numbers as shown in Table A-29-A. The number of fixtures are the minimum required as shown in Table A-29-A and are assumed to be based on 50 percent male and 50 percent female. The occupant load factors shall be as shown in Table A-29-A. EXCEPTION: Where circumstances dictate that a different ratio is needed, the adjustment shall be approved by the building officiaL TABLE A-29-A-MINIMUM PLUMBING FIXTURES''',3 WATER CLOSETS5 LAVATORIES. (fixtures per person) (fIxtur.. per person) TYPE OF BUILDING OR OCCUPANCY" MALE FEMALE MALE FEMALE For the occupancies listed below, use 30 f<t1uare feet (2.78 mZ) per occupant for the minimum number of plumbing fixtures. Group A Conference rooms, dining rooms, drinking establishments, exhibit rooms, gymnasiums, lounges, stages and similar uses including restaurants classified as Group B Occupancies L1-25 L1-25 ~ 2,26-75 226-75 ~;~~I~ ~;~~ 5,201-300 5'LOI--:)OO 6,301-400 6,301-400 Over 400, add one fixture for each additional 200 males or 150 females. For the assembly occupancies listed below, use the number of fixed seating or, where no fixed seating is provided, use 15 square feet (1.39 m2) per occupant for the minimum number of plumbing fixtures. Assembly places---- Auditoriums, convention halls, dance floors, lodge rooms, stadiums and casinos L1-50 3,1-50 251-100 4,51-100 3,101-150 6,101-200 4,151-300 8,201-400 Over 300 males, add one fixture for each additional 200, and over 400 females add one for each 125. For the assembly occupancies listed below, use the number of fixed seating or, where no fixed seating is provided, use 30 square feet (2.29 m2) per occupant for the minimum number of plumbing fixtures. _ Worship places Principal assembly area Worship places Educational and activity unit one per 125 one per 75 one per two water closets For the occupancies listed below, use 200 square feet (18.58 m2) per occupant for the minimum number of plumbing fixtures. ----- - -- __~__.__- .._. ________ ______ - - T- ___ ____________ - __ ___ ____ _n__ _______ Group Ii Offices or public buildings U-15 1,1-15 2,16-35 2,16-35 336-55 3,36-55 Over 55, add one for each 50 persons. For the occupancies listed below, use 50 square feet (4.65 m2) per occupant for the minimum number of plumbing fixtures. GroupE 1:1-15 1:1-15 one per 40 one per 40 Schools----for staff use 2:16.35 2:16-35 All schools 3,36-55 336.55 Over 55, add one fixture for each additional 40 persons. 1:1-20 1:1-20 1:1-25 1:1-25 2:21-50 2:21-50 2:26-50 2:26-50 Over 50, add one fixture for each Over 50, add one fixture for each additional 50 persons. additional 50 persons. Elementary one per 30 one per 25 one per 35 one per 35 Secondary one per 40 one per 30 one per 40 one per 40 For the occupancies listed below, use 50 square feet (4.65 m2) per occupant for the minimum number of plumbing fixtures. Education Facilities other than Group E Others (colleges, universities, adult centers, . ~.) o~per~ "* one per 150 one per 75 Schools--for student use Day care one per 30 (Continued) BATHTUB OR SHOWER (nxtur.. per person) one for each water closet up to four; then one for each two additional water closets U-2OO U-2OO 2,201.400 2,201-400 3"01.750 NOI-750 Over 750, add one fixture for each additional 500 persons. one per two water closets one per two water closets one per 40 one per 40 1-397 APPENDIX CHAPTER 29 1997 UNIFORM BUILDING CODE WATER CLOSETS5 LAVATORIES6 (fixtures per person) (fixtures per person) BATHTUB OR SHOWER TYPE OF BUILDING OR OCCUPANCy4 MALE FEMALE MALE FEMALE (fixtures per person) For the occupancies listed below, use 2.000 square feet (] 85.S m2) per occupant for the minimum number of plumbing fixtures. Group F 1:1-10 1,1-10 one for each two water closets one shower for each 15 Workshop, foundries and similar 2:11-25 2:11-25 persons exposed to excessive establishments, and Group H Occupancies 3:26-50 3:26-50 heat or to skin contamination 4,51-75 4:51-75 with irritating materials 5,76-100 5:76-100 Over 100, add one fixture for each additional 300 persons. For the occupancies listed below, use the designated application and 200 square feet (18.58 m2) per occupant of the general use area for the minimum number of plumbing fixtures. Group 1 Hospital waiting rooms one per room (usable by either sex) one per room Hospital general use areas U-15 1:1-15 one per each two water closets 2:16-35 3:16-35 336-55 4:36-55 Over 55, add one fixture for each additional 40 persons. Hospitals Patient room one per room one per room one per room Ward room one per eight patients one per 10 patients one per 20 patients Jails and reformatories Cell one per cell one percell Exercise room one per exercise room one per exercise room Other institutions (on each occupied floor) one per 25 one per 25 one per 10 one per 10 one per eight For the occupancies listed below, use 200 square feet (lS.58 m2) per occupant for the minimum number of plumbing fixtures. Group M Retail or wholesale stores ]:1-50 U-50 one for each two water closets 2:51-100 2:51-100 3:101-400 3:10]-200 4:201-300 5301 -400 Over 400, add one fixture for each addilional500 males and one for each ]50 females. For Group R Occupancies, dwelling units and hotel guest rooms, use the chart. For congregate residences, use ZOO square feet (18.58 m2) for Group R, Division I Occupancies and 300 square feet (27.87 m2) for Group R, Division 3 Occupancies for the minimum plumhing fixtures. Group R Dwelling units one per dwelling unit one per dwelling unit one per dwelling unit Hotel guest rooms one per guest room one per guest room one per guest room Congregate residences onc per 10 one per 8 one per 12 one per 12 one per eight Add one fixture for each additional Over 12, add one fixture for each For females. add one bathtuh 25 males and onc for each additional additional 20 males and olle for each per 30. Over] 50, add one per 20 females. additional ]5 females 20. For the occupancies listed heluw, use 5,000 square feet (464.5 m2) per occupant for the minimum number of plumhing fixtures. Group S 11:1-10 1:1-10 lone per 40 occupants of each sex one shower for each 15 Warehouses 2:]1-25 2:11-25 persons exposed to excessive , "'20-'10 _"::Yi-'10 heat or (f) "kin ("(1nlam;o<ltio!1 4:51-75 4:51-75 with poisonous, infectious or 5:76~100 5:76-100 irritating materials Over 100, add one for each 300 males and females. TABLE A-29.A-MINIMUM PLUMBING FIXTURES' ,2,3-(Contlnued) NOTE: Occupant loads over 30 shall have one drinking fountain for each ISO occupants. tThe figures shown are based on one fixture being the minimum required for the numher of persons indicated or any fraction thereof. 2Drinking fountains shaH not be installed in toilet rooms. JWhen the design occupant load is less than 10 persons,.a facility usable by either sex may be approved by the huilding official. 4Any category not mentioned specifically or about which there are any questions shall be classified by the huilding official and included in the category which it most nearly resembles, based on the e~pected use of the plumhing facilities. 5Where urinals are provided, one waler closet less than the numher specified may he provided for each urinal installed, except the number of water closets in such cases shall not be reduced to less than one half of the minimum specified. 6'fwenty-four inches (610 mm) of wash sink or 18 inches (457 mm) of a circular basin, when provided with water outlets for such space, shall be considered equiva- lent to one lavatory. " 1-398 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice r if/I 'CJ ;,) Il/; Bhd~/n q /$1JpI ~ p/ ~ > r 5 ./ (' / n6f- /.-:zrl=:/ll"/tJ Z,) NI? 5hcf"-r S~ in /7~ 5?'.J-- ./ f ) ;J/71t/,t!.L 1'f/7J/,d-rJ <:?~ ocP --IrUlA'I'ri~ ~}/ir"> Job Address: J/Ze.-/O When corrections have been made, call for re-inspection at 303-234-5933. Date: 10/ :rjo<? P;7? f Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ~qO 147/;'/ [) fh//l'&.. P,:mj c/o /?'A/hc-.- .a&c/,h1e/jJ- ..- ./1. ! V r_Nf?1./ "'-f frv~ r~ When corrections have been made, call for re-inspection at 303-234-5933. Da.. /!/rp2, ~ I inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-235-2855) Building Permit Number: 16215 Date: 9/16/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #H Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $800.00 $42.46 $0.00 $9.60 $52.06 Construction Value: Permit Fee: Plan Review Fee: Use Tax: J 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 s own, and allegations made are accurate; that I have read and agree ide by all condi . printed on this application, and that I assume full responsib' . r campUa ce w' t Wheat Ridge B ildin Code (U.B.C.) and all other applicable W Ridge or' nc rk under this rmit Use: Description: SING E FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT. BUILDING DEPARTMENT USE ONLY Z.'-";'o'~ ._~..!lt_ Approval: MR Zoning: PCD SIC: Sq. Ft.: 9/11/03 lIiU!I~n~SI Approval: BG OK. 9/11/03, MUST MEET NEC ART 600 g:~~~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: 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 pannit 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 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. (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 provisi of the build' codes or any other ordinance, law, rule or regulation. pector Please sign Terms and Conditions on reverse side of page. 1.'......-......... -'I .....-"_........... ~L-v.''-v.r'" 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 Property Owner: Property Address: Contractor License No. : Company: DA<<Sk~ b'''"''-b'L.. FAIII^-'-C-L\ .l(iu.1r <{vie Scu.t-t.... K'(1 I'N(., L~:t- If' Phone: 3<'.~ - "'fie :;, t:_~ Iq4b~ . AAA Slb~ ~e_rv lce..J Phone: 3d - J.-/4 - 5'/77 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value. Permit Fee: Plan Review fee. Use Tax' I, t"KO SOa I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. ruleS or regulations 0( the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accur.te; that 1 have read and .~A!II. abide by all conditions printed on this applicatior". and that I assume full responslbif for camp. nee With the Wheat R.ldge Building Code (U.B.C.) and all other appliable telge 0 d ancel, r1c. under th~Z:.L't. ::: IOWNER)(CONTRACTOR) SIGNE f'.. < OATE~ Description: $ I "'Goic: PAce~ tJ",1 \ {ll\o<< .,d- c.....~"N...T ~ ' I I L~~ ~ A<.e +S BUILDING DEPARTMENT USE ONLY Total: . fkv,,~';,.J "f1.1n-,.IL..;, Zciil!filllQl1'llllilift~ Approval: ~GI?r- "" /()? \\ Zoning: 11\/ Biiirdln!iI~ms~ 11 f;. C. APproval:t?J 6.0- qflh:> fJ1"..~mp<!f /l-;/.- 66<7 PQbllCi~_j)l1!~rilS"ll Approval: SIC. Sq. Ft. : IRECIEDVE AU6 ? 7 2aD" " ---- --- --- --- -- Occupancy : Walls: Roof: Stories: Residential Units: Plumbing License No : Company' Mechanical License No : Company: Electrical License No : Company: Expiration Date: Approval: !:I ~pralllr,f:(ilI!!I&' Expiration Date: Approval : II etllJ!IL~~I~ Exporation Date: Approval: . ~IIII".R~T~ (' I lb., petlTIfI was issued in ac:cordanot with the provisions set lonn en YO()Uf appJiatlOC1lnd 15 5uDjed to tt1e Jaws 01 rtle $Ialt: 01 COlOraGO and 10 fh. lonlrtg RlI9ulalions and 8Uddi~ Code 01 """.., Ridge, ColoradO or ~ oltl.r appllable ordlnat\C@s I'll 'he City {21 This permit Shan ..pue if (A)1'Ie work IUtnorlled I' not c;onvnenced wllhlO SllllY (601 days from IS$Uf! dale Ol' lB)11\e building aulhonzed is suspende.1 Of abandoned tor . periOd Of 120 days (3) If \his permit expires, a. new pennlt may bf: acquired tot a lee or one-hal1lhe amount nonnany ~uired. provided no changes have been or Will be rNde in the angmal plains and spec:il'iCiltions and any $U$~SIC)tl Qt lbandonment has not elrceeded one (1} ye..r. If Cr\4nges are mad..! tJr II suspenSIon or iitla,.do"ment e~s one (1) year, full 'ees. shall tie p.id lor a ...... permit. (4) No work 0' any mannet shall be da"_ ~.t will change thl!! nalUral ftow 01 water causing a dr.Jinaqe Pfob1c-m (5) ConlractO' shan notify the Building Inspecto, twenty.four (24) hau,., In advMce lor all InspectIOns and shall receive written approval 0.' ms~tion ca.C1 tlo:=fote . prOQUdiing with successive phases of Ihe/"Ob. (6) The inuance 0'. permit Of the .pprovW 0 d,.wings and speeifieatiOns Shalt I"\QI be constmea to be a permil ror. I"\Qr an approviill at. arty voC'llalion 0' 1M: prOvISIons of the building es 0 ny 001.' Q/'Olnance. law. rule 0' regulation ChIef BUilding In For Mayor THIS PERMIT VALID ONLY WHEN SiGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRiOR TO INSPECTION 1 vo ~ liJ B 9 ~ C\I ~ ~ .r,6~ ~~ ,~ qf! O~ ~ + .-:; '" ~ '"It t;~ (5- -.. '" :5 ",S> 68 ....:t" , I, I I I i I ! I I I I I ! I I I I I ~! - _0 I ' I , ! : ~ I w I ~ I ~ ~ I I I I I I U zoo~ R~:1Y9X:llI9.1YrT f'S199t9COC '\Y.:I 9l"BO coo~ tT iO , -- COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: Date: 16216 9/16/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address; 4240 KIPLING ST #G Contractor License No.; 19466 Company; AM Sign Services Phone; 646-5185 Phone; 279 5977 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total; $800.00 $42.46 $0.00 $9.60 $52.06 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 mea rements shown, and allegations made are accurate; that I have read and agree to abide b II con' ns printed on this application, and that I assume full responsi ty r com ance he Wheat Ridge Building Code (U.B.C.) and all other applicable t idg r Inan r work under this p it. (OWNER)(CONTRACTOR) SIGNE DATE9: 1: 11.5 Construction Value; Permit Fee; Plan Review Fee; Use Tax; SI Use; Description: E FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT. BUILDING DEPARTMENT USE ONLY ~.-:~~ Approval: MR Zoning: PCD ,:.JII~'" Approval; BG ~Il.\l!l Approval; Occupancy; SIC; Sq. Ft.; 9/11/03 OK. 9/11/03. MUST MEET NEC ART. 600 Walls; Roof; Stories; Residential Units; Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date; 2/28/2005 Approval; OKlKS Plumbing License No ; Company: Mechanical License No ; Company: Expiration Date; Approval; Expiration Date; Approval; (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheal 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 dale 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 proceed" i~h succes . e phases of the job. Th n . I r the approval.of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the prov' s f th u' i e n }~ther ordinance, law, rule or regulation, , (4) (5) (6) Chief Building Inspector Please sign Terms and Conditions on reverse side of page. _;.., --....u-~, v-:a.....vr- L..Ia.;;.V~a.;;.VI_^ ...Jo.....~ ~~-" ~LJo-", 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 Property Owner: Property Address: Contractor License No. : Company: 1)A<<';:)keA- I:h"'"'-37 FA~l'-L) 'l-;euJ,.. 'f.z.-L{o Sc.....t&... K<{\ \IN(., L1",+ G- Phone 3C~. ~AL, - ~;Ir:-~ ,q'-!b(, , AAA SlbN .sc:'~('vlce-L Phone: 3d - )./LI-'5'117 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Perm,t Fee: Plan Review Fee. Use Tax: ~ D~' I .~ I hereby certify that the setback distances proposed by this pel'l'nit application are accurate. and do not violate applicable ordinances, Ntes or regulations of the City of Wheat Ridge or covenants, easements or restrictions 01 recant that all measurements shown. and allegations made are accur.te; that I have ,.ad and aQree to abide by all conditions printed on this applicatiof'. and that I assume full responslbir 'compliance the Wheat Ridge Building Code (U.B.C.) and all other appliable Wh . e ordl"an for we "der this po it. IOWNERl(CONTRACTOR) SIGNED DATE j}. Description: 5. . ",c;.ic r=:-I\ce~ 0,,1\ (VIo".,<.!- c....~~.,\J""1 :3 ' I I a......~ ~ e. 't.S _^ (J BUILDING DEPARTMENT USE ONLY ZOnl.filllQ)1iIlIjJl\~ pv'~ /o"") SIC. Approval : n. ./ \ \ Zoning: -\ B!ilrd!Kg::CllIfi1fI"8ms~ Approval: ,fro '1/tiT? 6. C. PQblR!i.w.al_J).l1!",tIfj~~ Approval : Occupancy : .rotal: f'levn ft;,J "HAC,.j L..) Sq. Fl.: pJ4..c../ _.:-*1 (1('E C;~ c4r I. r; CCl ~fECIE~VIEO AU:. } "'on3 ..'.< ;: t L U ----- ------ ---- Walls: Roof: Stories: Residential Units: Plumbing License No : Company: Mectlanical License No . Company: Electrical License No: d(c\\i~o Company: \\n.'c <2,,, "(-A Expiration Date: Approval: !1 ~Pfi"~KiitID~o Expiration Date: Approval: .ellllJ~l!Cl!!I'- Expiration Date: Approval: . ~~,RiRIliT~ (') (5) {61 This petr'l'IiI was issued in KCQrdance with the provisions sellOfth In yopur applICation and IS suOjeCt 10 me laws 01 me Stale 01 COlOradO and 10 (hI! ZOnll"l] Regulations _net BUlldiI\Q Code 01 Wh...' Ridge, ColoradO Of a"'f other a~I'able ordl"~S ollhe Cily This permi1 Sh.. .xplle if (Allhe \IWOIl(.lIUtnorlted IS not COl'1'Wnltnced ""Ithln SUlty (eOI days 'rom IS$l.I8 dale or (B)Ir-.e buildmg ~uthonnd is sus!)e"de<1 or abandOned tor . period of 120 days II trIl' petmit expiteS. a.. new permct m~ bI: aCQuired tor a fee of one-half the amount nonnally required. provided no change-s have been or Will be made in the OtlQlnal ~~ and specifications and any suspenSlQtl 01 abandonment has 1101 elCceeded one (1) yeill, If cnange5 are made 0111 suspenSIon or abandonmenl elCendS one (1) y..... ful fen snail be paid lot a MW pennit. No IoVOrk of any manner shall be dOne tt'lat Will chang- the natural flow of water causing a drainage problem ContraetOt shal notify the Building Inspector IWtnty-1out (241 hour, in advance tor aillnspedlOns and Sohall receive wnnen approV'al on Inspl!Ction c.l1d before proc:ndiing widt suo::;essiv<< phases of the job. . "I'M issuanca of. permit or the approval 01 drawings and speeiftc:ations Shall not be construed to be a pemut ror. f".or ilIn appruval of, ilIrry violilllion 01 ~he proVISIons of \he buddli"19 codes anV olh.r Otdlnance. ~. rule or regu'Jtlon (II {21 i3l Chie BUilding I pec or For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-59JJ 24 HOURS PRIOR TO INSPECTION COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303.235-2855) Building Permit Number: Date: 16217 9/16/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #F Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED Total: $800.00 $42.46 $0.00 $9.60 $52.06 Description: 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 measuremen own, and allegations made are accurate: that I have read and agree t Ide by a con . 0 5 printed on this application, and that I assume full responsibili r com i ce h e Wheat Ridge Code (U.B.C.) and all other applicable W id 0 j n s, r work under this Use: ACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT. BUILDING DEPARTMENT USE ONLY --- Approval: MR Zoning: peD SIC: Sq. Ft.: 9/11/03 OK. 9/11/03 MUST MEET NEe ART. 600 Approval : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 21446 Company : Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: 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 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. (6) The issuan of a permit the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisio of e b . des or any other ordinance, law, rule or regulation, ector Please sign Terms and Conditions on reverse side of page. ............... -.......... oJ i ......... _ ........... LoOL... V ......__ .... ................ 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 Property Owner: Property Address: Contractor License No. : Company: DftU<;),.e....- bl'"",-~ FAIM-L'-LJ .~u.1r <f;u{o Scu.tt.- K'(1\lNl., ...1,,:{- F Phone: 3D.~- {;41c- ~;'f-~ I q '-i (,(, , AAA Stb~ .5,e.rv lce-1 Phone: 3" 3 -- -;)..7{./.' 5'/17 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value. Permit Fee: Plan Review Fee. Use Tax. ..l-, )) /yO ~OO , hereby certify that the setback distances proposed by this penTtit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Whe~t Ridge or covenants, easements or restrictions of record; thai all measurements shown, and allegatiOns made are accurate; that I have read and agree to bide by all conditions printed on this application, and that I assume full respon,ibif compli nee with the Whelt Ridge Building COde (U.B,C.) and all other appliable Wh - ge 0<<11 nees work under this permit. IOWNER)(CONTRACTOR) SIGNE -- OATE ~zt03 Descriplion: 5. '...G.!c t::Ace.::> Ul' I \ Mov. ,c t- (2;...~ ,"'~T :3' I C"-"'-~ ....u-. Me- +5 pcJ3 BUILDING DEPARTMENT USE ONLY ZcinlhlllQllilliJ.~ --:J- \) ~ SIC 01'- \ ..... Approval : ~ ..... \ Zoning : B!iirdlng:C-oi1ilfii"iitS~ Approval: CA. k, P(jbl~.........9l1!"'tl'its-:) Approval : Tolal: Z;'lelhllt;,..J r..HA,',./ L-> Sq Ft.. IFRIECfE~ IEID 15.C. tilfl!t~J mv~ ,ned ftf-l;-.C /-l,). AUG ? ! 2003 t:J:1 ----------- Occupancy: Walls: Roof: Stories: Residenlial Units: Plumbing License No : Company: Mechanical License No : Company : Electrical License No : .~\qlj \r Company: \-\'0'-0(" c-I. Expiration Date: Approval : ~ 'SPllhi~J:{"ecmt~ Expiration Date : Approval : . se'.I.!!lml!.'lI!I~ Expiration Date: Approval: . ~,R{j(JIT~ (') (') (6) nllS pennit was issued in aocordanee with the provisions set fonn In 'fOCIUl'aPPlicabon and is ~uojKt 10 the laws Of !fie Stale 01 CooradO and 10 me Zoning RlI9ulations .nd BUdding: CocIe of Wheat Ridge. COlOradO or any other applicable ordinances ot the City TNs permit S"-lIelplle if (A) lhe wOfk ~tl\Dnled IS not commenced Wllhln 'IXty (60l days from IS!tU8 dale or (e) tl\e building aulhonud is suspended or abandoned tor . period at 120 dIY' It Un pem1lt expWeI, a. new ,permit may be ~uired tot a tee or on.I1,1f the amount normally requireCI. provide<J no changes have beel'l or wilt be made in lhe ono1n.al plans .and specificationS ancl any $U$pI'n$lOtl Of abandonment has nat ellc:eeded one (1) ye..r, If cnanges aroe made or II suspenSion or abar\dor\rn~n1 e~ one (1) year, full"'" iNlI be p.id lOt. new permit. No '<lIIOrk 01 Mty I1\IInner shall .be csane ltIat will change the natural ftow 01 water causing a drainaQlt problem ContraelOr wn notify the Budd'"9lnspector twenty-lOur (24) P\Ours In advance lor all InspectIOns and s.hall receive wntten apptoll'al on Inspection c.a1d belore prOCHdiing with SUCQisstv. phases of the,.". The- issuance of. permit or the .pprovW 0 drawings altCl specifiations Shall not be construeo 10 be a permit 'or. nof an ap~"a' of. arty vic.lIalion of lhe orovlilons of the bLllkllnO es or "V oth.r otOlnance. law, rule or regulation (1) (2) (31 Chi f BUilding Ins For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING IN~PECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTIO:-l os 1..\ 200J v9 26 FAl J036~661S5 ! f-'.. ... ~D:I ~c: 6- ".... e - z Ci) m .... m < > .... - I~ Il I I I I I I ;' - I ~ I ~ I ~ o I ~ I ~I.._.' 0'" , ~ I I ~,~ D:l,.l"GH.i:::\B:H"GH I ! I I I I ! I I I I I I I I I I I I I I I I +-; 89 <i~ ;!;'- _0 ~!!l .~ i5 19'-4" III " N ~ .,. q ,'" . 8 '1' '" (4J002 .. U1 ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16218 Date: 9/16/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #1 Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 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 measure shown, and allegations made are accurate; that I have read and agree to ide by I on ions printed on this application, and that I assume full responsibility r co ce h the Wheat Ridge B 'Idi Code (U.B.C.) and all other applicable W id In, for work under this p mil (OWNER)(CONTRACTOR) SIGNED DATE~ Construction Value: Permit Fee: Plan Review Fee: Use Tax: $800.00 $42.46 $0.00 $9.60 $52.06 Total: Description: SING FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT. Use: ~_g ~ls: Approval: MR Zoning: pee _~rlrig'Ernm~l1tii';1 Approval: BG _i~W~q9iillfi:~j Approval: Occupancy: Walls: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: 9/11/03 9/11/03. OK. MUST MEET NEe ART. 600 Roof: Residential Units: Stories: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: 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 Inspector twenty-four (24) hours in advance for aU inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The is ance 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 pro' 10 of t e b' ng codes or any other ordinance, law, rule or regulation. spector Please sign Terms and Conditions on reverse side of page. -tJ. - ..LU-~' U~. ....v.- L...IL Vro..L VI-__ ..J......J ,"_..j..J L..~..J, . 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 Property Owner: Drru~k€.A- bCI-'''.3-L. FA~c'-.'-\ .I~" Property Address: t.f:2-I.{ 0 Scu.tk. Klf1 "Nt., Lt~d.-.r Phone: :3D.~'- "4&'- 1. f:;,;- Contractor License No. : I q '-I- b0 , Company: AAA Slb":; ~r':,('v tce-l Phone: 3.3 .- ).:70 - 5"1 77 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANOING AND AGREEMENT ConstructIon Value. Permit Fee : Plan Review Fee. Use Tax: -t, [,,"'. ?OO I hereby certify that the setback distances proposed by this pennit application are accurate, ~nd do not violate applicable ordinances, nJles or regulations of the City of Wheat Ridge or covenant$, easements or restrictions 01 record; that all measurements shOlNn, and alhlgations made are accurate, that I have read and agree to abide by all conditions ptlnted on thiS applicatIon, and that I assume full responsibiJ r compha Wit Wheat RIdge BUilding Code (U Bel and all other appliC3ble VVhe id e arch ees, f1<. under th~;C OJ IOWNER)(CONTRACTOR) SIGNE OATE~ Description: $ ,,,,,,i l="AceL> u,,1\ Mc"...t- C:.o..8,N-t.T . 3' I a.....~ ~ e. fS BUtLDING DEPARTMENT USE ONLY Total. 'ilevn i,;,.> "UA<',~ [0 ZOhlfiln.CO~~ Approval: Zoning : B!llrd!n!C:"'omme~~ Approval: cJ',k:: U/(f/J:1 PQbl~~9mIJl'"ti!-;J Approval: Occupancy: pcJ) ~\' 0" €A."\ SIC: Sq. Ft.: t5. C/ mp..f~ef #'-..... C- Irl [E<CIE~V!ED I AiW ? 7 2003 .4 . 6CX7 --------------- Walls: Root: Stories: Residential Units: Plumbing License No : Company. Mechanical License No : Company: Electrical License No :.;> \L\\\o\r Company. "\o.-\L U (I \A Expiration Date : Approval: !:I ~PIi"~~~ Expiration Date : Approval: 1I1f!*I.!~~~!~~ Expiration Date: Approval: . ~!Ilr",R~ (') (5) (6, ThiS petn"it was issued in accordanu with !he provisions set forth In 'fOC.'U' applicatiOn and IS sutljed to th., laws 01 the Statl! of COIOf'aOO a:1d 10 the Zoning R~ulations and BUiktinQ CocM of Wheat Ridge, CokndO or anv 0111.' a~ltQb~ ordln~s of In.e C,ty This petmit snal .xpu'e if (Al !he wOI1t ~tr\orlled IS not commenced WlTh.n '1.1y (601 days 'rom ISsue date or lB) II~ buildmg authonze'(! is suspended or abandoned 'or. ,J)lriOd d 120 d~S It thls penmt elq)IIeS. a.. new penTIll may be acquired lOr a tee of one-half the amount normally required. provided no ctlangi!S have been or Will be made in the angInal plans and apecificalions al'ld arrv suspensIOn 01 abandonment has nol e)(ceeded one (1) year. II cnanqes are made Of II sUsPenSion or abandonment eMendS one (1) y.... f\J1l ~ snalI be pUt Jot a nWl pen"". No WOrk of ,ny manner shall be done that will ChIng. the natural now of water causing a drainage problem ContractOJ' thai nality 1he Building InspedOf twenty.fout (241 hours In .advance lor ajllnspectfOn$ and !loal! rece.....e written ap~fOval on Inspection card before proc::ndMg wilh successive phases of the job. _ " " The iSSuance of. permit or the approval of draw.ngs and specificatIOns Shalt not be construed 10 be a perrrut 10f. nor an app.mval 0'. any violation of the DrOl/1S1Ons or the building IS 0 ny ottl.r (ltdinance. law, t'\JN! or regulation (1) (2) (3) C iet Building In For Mayor T VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRiOR TO INSPECTION i vo i I , I I I I i I , I I I t-~ : jt" , - I ...C! -- : ~ : o I ~ w I ~ I ~ I I I I I I U .. b ~ "" 0) bJ' 2 ,;, N N b ~ .r,6~ ~ ~~ t q~ di:l .... + ~+ C> il: ~ ... ~~ ~H S. ",5' 68 t--=+ l'OOIll R9.1vg:\3H9,1YQ !:;PT99tflj~O(, \;'-_1 9Z an cooz tt Q,' ~I - J- e( > UJ .... WI ~ z - c ..... ==~ .... " r:D~ ..... ..; , , COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16212 Date: 9/15/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #B Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDiNG AND AGREEMENT (OWNER)(CONTRACTOR) SIGN Total: $800.00 $42.46 $0.00 $9.60 $52.06 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; t all meas reme shown, and allegations made are accurate; that I have read and agre abide b I ions printed on this application, and that I assume full respon . for co lth the Wheat Ridge Bu' in Code (U.B.C.) and all other applicable at' S, for work under this p . Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: SINGLE FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT. BUILDING DEPARTMENT USE ONLY 19~'" Approval: M R Zoning: PCD _'_1>"~'!!_ ,_!Il..1_ Approval: BG SIC: Sq. Ft.: 9/11/03 OK. 9/11/03. MUST MEET N.E.C ART 600 ~_P'fu'" Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: 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 Gode 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 nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (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 proceediing with s cessiv8 phases of the job. (6) The issuance of rmit 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 th . din c e ther ordinance, law, rule or regulation. Chief Building Inspec Please sign Terms and Conditions on reverse side of page. ~ .'0.( ~ ' .... '-' .- ..... , ...,...... _ ........,. '-'L- V '''L- ... ,.....,.... """'-'.,.J< ..........._. .............___. , 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 Property Owner . Property Address: Contractor License No. : Company: "DAti';:),",?_^- ~"'-'-'-b'L FA;M.c....L) .17~r '.hAa Sc....t&-., Kl(l\'~G ,,1,,+ B Phone jc3. (,ill.: :;'f-~ I q 4- (,(, , AAA Slbt-l "<:::e~('v lce-l Phone: 3"' .. )... ,[I -<)' (17 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value. Permit Fee: Plan Review Fee . Use Tax. ~.)~O , hereby certify that the setback distances proposed by this permit application are accurate, and do oot violate iilC)plicable ordinances. rules or regulations of the City of Wheat Rtdge or covenants, easements or restrictions ot record; that all measurements shoW'n, and allegations made are accur.te; that I have read and aQree to abide by all condition$ printed on this apphcation. and that I assume full responslbi. r complia ce With the Wheat Ridge Building Code (U.B.C.land all o,h.' applicable Wh ?e ordi ~. r;e~WOrk under th;~ permit. (OWNER)lCONTRACTORISIGNEO ~c. . ,)ATEf)~3 Description: $''''lPic I=="Ace.:> LJ.,.I\ Mo...~t-- CAA,"'-<-T ~' I I c"-"'-~ ~~ Me 't_e; BUILDING DEPARTMENT USE ONLY f~ \ /0"7 WI Total: t/l'''''~';'''' "HA,-,.j ('-> SIC Sq. Ft.. ~IEClEll~fED AUG 2 7 ZIlD3 zonlliw:!ll1ll'l[~ Approval: Zoning: Biiird~g:Clii'iifii8iit!S~ Approval: 6. ~ tJJ.K PQbl~wm_9l1!rjm;~~ Approval : f;;(~.-5 ".,,,.; ",nl IU"'C ;4.-1. ~ ------ ----- ---- Occupancy : Walls: Roof. Stones: Residential Units: Plumbing License No . Company: Mechanical license No : Company: Electrical license No : Company .-) \' \ lr 1" \-\c-''-'.'' ,-A Expiration Date: Approval: ~ 'SPIi"~eqqI~ Expiration Date : Approval : . 1f11"lJ~~\lI~ Expiration Date: Approval: . <<oor-":oR~T~ (') (5) ('1 Ths petmfI was issued in ac.cordance w\th the provisions set lonh In yopur,pQlicatlOn and 1$ suOjed to the laws of me State 01 C,*,r;)CO an~ !O !he 20lung RlI9u~1ions and BUiJdi."9. Code of l/lIheal Ridge, ColOrado or any otrler applicable ordlnat\C@sol the City This permit sttal expue if <^I1he ~ euthonzed 1$ not convneneed wllh,n SUlty (601 days from ISsue dale or (B) I~ building aulhon.r:f!'d is slJspe1"\ded or abandoned tor. ,ptnod tJll20 days II trill pemut expteS. a. MW permll may be acquired lOr a tee alone-half the amount normally required. proviOe(! no cl'l8nges t,"lve bee;' or Will be INde in lt1e ongln.a& plans and specifcalions and arrv suspens.on 01 a~ndonmenl has 1'101 tlxeeeOed one (1) yeiU. If Changes afe ~~ or ,f :liuUlens,on or .tlaflcfofll'T\en\ e.ceedS one (1) 'f..... 1\11....,.,.. be paid 101 a new pem,," No work 01 any manner shah be dan. ~a( Will eNinge me!! natural flow of waler ~using a drain~qe problem GonlractOf ""'II nality ~. Buitding Inspectot twenty.tour (2') hOuI"J In advance lor all1nspedlOns and $hall receive wntten approval on Insp~l1on ca:d bt!lore prOCftdiinQ wnh succ:assive pNlMS of VIe job. The issuance OIl permiI 0( the applOQl of drawings anc:Ispec:ibtions Shall 1"101 be construed 10 be a permit ror, r'.Of an appro...1 01. any violallon of tN: prOVISIOns 01 ttle building codes an .r ordinance. law, Me Of regulation (1) (') ,31 Chief Ullding Inspe For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MA yon CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1 vo .. ~ !!i @ .. l'l N ~ .0-," .r,6~ I to. !i;:'t ~~ :59 en. 68 ~+ (:'oo~ R~L1yg\3H9JYa SST99t9tOC XY.::! 9Z:60 ~ooz tl 80 I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I ~I - _ 0 I . I ~ : o I ~ I . . I . ' " ~ I I I I I I 1J z o - J- et > W ....I W ~ Z - C ....I. -9 ::n. r:D~ ..."! .. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-235-2855) Building Permit Number: 16213 Date: 9/15/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #A Contractor License No.: 19466 Company: AM Sign Services OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone : 646.5185 Phone: 279 5977 Total: $800.00 $42.46 $0.00 $9.60 $52.06 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 agre bide by cond" ns printed on this application, and that 1 assume full raspons' I or com Ii ce he Wheat Ridge Bing Code (U.B.C.) and all other applicable ge an r work under this p. mi Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: SIN LE FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT. BUILDING DEPARTMENT USE ONLY l16i~_ Approval: MR Zoning: PCD B..'"~i_"~ "".~~~\9,~ Approval: BG SIC: Sq. Ft.: 9/11/03 OK. 9/11/03. MUST MEET NEe ART 600 .rr~~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: 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 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. (6) The issuanc permit or t e approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the proviso th b' s or any other ordinance, law, rule or regulation. ctor Please sign Terms and Conditions on reverse side of page. J'pr-.16-97 03:40P DEVREVFAX 303 235 2857 P_02 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 Property Owner : Property Address: Contractor License No. : Company: ()kl.t<;)l~ 1:)(1""-37 FA\llA-CL.~.\ --r,e..u..sr <t;zAo A>~ k'f1 \'N<.. ~<+ f+ Phone: 1'14-(,0 , AAA Sip"':> ~~.-rvtce--.t .- 303- 4:>tf(.,- ~ib~ Phone: 3c 3 - ')...,C;- SC177 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 800 I hereby certify that the 'SetbClck distances proposed by this permtt application are accurate. and do not violate applicable ordInances. rules or regulations of the City of Wheat Ridge or covenants, easements or restridtons of recont thai all measurements shown, ana allegations made are accurate; that I have read and IQrt!l to abide by all conditions printed on this application, and that I assume full responSt for co ,plianee With the Wheat Ridge Building Code (U.B,C.) and all other Bpplicable . 9 inan . for work under this penTlit. ~ DATE f/Z(/tJ3 S ''''1.0. FAceQ Ul<l\ Mo",....t- c.....q.,N...T.L 3' X ,~' ce..<-~ ~ e TS o BUILDING DEPARTMENT USE ONLY f'C:.J.. O"?> SIC · '1". '\ / q/\ Construction Value: Permit Fee : Plan Review Fee. Use Tax: -; 'IV "" Total: Description: f:le.v<tt-..;,.J MACd m ZOhI.tilllQ)l'llgflil\tir~ Approval: Zoning : B!ilrdljfg::COillJl1WiitS~ ~ Approval:p,k s.c;, if/r/p5 m"..iflt!i'.te.f NEe #I'J. c pabliC"!'~'M_!)!1:!",.nl:!'-;J Approval: Sq. Ft. : IRfECfEU AUt] 2 , 2003 ------- -------- Occupancy: Walls: Roof. Stories: Residential Units: Plumbing License No : Company. Mechanical License No : Company: Electrical License .NO . ~ Company: ;) \l\~'{, \ \(f: 'C "Ie ,-~..o.. Expiration Date: Approval : ~ ~Pla~R"eqqlli!f.8 II I" ~) .... ~ Expiration Date : Approval : . ellllJ":&ftlllull4! Expiration Date: Approval: (4) (5) (6) TIus petlTIit was issued in 3CCOI'dan~ with the provisions set fono in Y09Ur aPQliQlion and is subjed lO the laws of the Stale 01 CotoradO al'd 10 Itle Zoning Regulations. and Buildi~ Code or lJIIheal Ridge. ColoradO or any other aPellu:able ordln.nus at lne City This perT11lt shan explfe I' (Al the work IhJrhotJ.ted IS not commenced Wl1hln $1Jl:ry (601 days from ISsue dale or (8) 1M building authonZN is suspended or ablndoned for apened Of 120 days It !hIS. pennl! expires. a. new pemlll may be acquired lOr a fee of one-half the amount nonnany required. plovided no changes have been or WI" be made in the onglnal plans and speeifiCiltions and any $lJ$penslOfl or abandonment haS not exceeded one (1) year. If Cl\anges are made or If suspension or abandonment exceeds one (l) year. full fees shalt be paid lor a n..., pennil. NO \IlIOrk 01 any manner shall .be done that Will ehang8 the natural flow of water CIIusing a drainaqe problem Contrac;tor shall nobly the BUilding Inspector twenty-four {24} hours In advance lor alllnspecttOns and shall receive written apprcwal on II\spection card before proceediing wid'l successive phalei of the job. The issuance of a permit Of the approval ot drawings and specibtions Sh.1I nol be construed 10 be a permit tor. nor an approval of. arroj violation of lhe proYlsions of the bUlkJing codes or Y 0 r Q(dlnanee. law, n>>e or regu~llon_ (l) (2J (3) Chief SUI ding Inspec For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION " " 1 I I I 1 "I I <I I '" I iii ZI I "I I I '''' I 1 I I I B I I (:3' 1 I 1 I ',,",:' I I I .., I "I I <I I Q I ;;; N ZI I "I I I I I I I I I I I I t-~ I I I- 19' z 0 , <I - .. ZI I- i.\ "I ~ : c( -, > ~ I V1 "" w I W . ...I , I ~ I W ~ ' I ~ I I Z I - I C .. 1J ...I. -9 :::n- m~ .r,6~ ... . >- '" ... 0: Z Z ~ ~~ h ~ ",. !;;i! ~~ d~ OC\! -- ...=+ ..,:~ o~ q- ~+ 1-+ 'OOIl'i H~I1VaN:m0nva 'S9t99f9COC XVd 9~:60 C006/tT/90 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-235-2855) Building Permit Number: 16208 Date: 9/15/2003 Property Owner: DAUGHENBAUGH FAMilY TRUST Property Address: 4240 KIPLING ST Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 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 e by all co ition rinted on this application, and that I assume full responsibility compliance ItM heat Ridge Buil "n Code (U.B.C.) and all other applicable W rdina c . fa ark under this per It (OWNER)(CONTRACTOR) SIGNED DATE Cf. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $4,000.00 $126.50 $0.00 $48.00 $174.50 Total: Use: Description: MUlT NANT DIRECTORY SIGN (POLE) FOR ENTIRE COMPLEX ON STREET !tlniog;mmel1tS!l Approval: MR Zoning: PCD lBldinll1l:l!1mentli'S Approval: BG ~~~WQiIs~me!1tii~ Approval: Occupancy: Walls: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: oklks BUilDING DEPARTMENT USE ONLY SIC: Sq. Ft. : 8/29/03. APPROVED PER PCD FINAL DEVELOPMENT PLAN ~ote: \ino ~to","~ v\east '.,\e fot \Oc~ .~\ng \0 \b. 'P"ns'u accotu 0' OK. MUST MEET N.E.C ART 600. __~ is te,sft\~tO,Cft\e~\S \!lent ,.."nO'" ,:~ ^"""et 1--' _.UUc\ing' ',ed de,e or ,-\e \\\\o,n\~ ~ VW' _noCO'~ A ,e<\\1\ .!\"CCU," tt" " . "ne'.... A ~anal\" .'''\e\O' \ "CCr,'"" O:'leu 'P nOt\~\iJ a'ill ' n. , a\''9t. "$1\0\ t~Sr \a.n ,:>et l-~ "in~l"'\t ,-be C\\~ ' d ",\ult, \lie \' '" in^' ,:c .," u'oft\,tte i\ing fto Roof: Stories: S ettO'S ~sldential Units: Plumbing License No : Company: Mechanical License No : Company: 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 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. (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 provisO s f the uild. codes or any other ordinance, law, rule or regulation. pector Please sign Terms and Conditions on reverse side of page. Apr-16-97 03:40P DEVREVFAX 303 235 2857 P_02 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 Property Owner: Property Address: Contractor License No. : Company: l)4t...J~~b.Ll.L..JL ~~l""''1 T~ '1** Lj.Z-'/o ~lP IcrJb >+- I q <floG:> MA ~ lbN ~rvl~.u -- Phone: 103-b%- 5,85 Phone: :5n~ - ;l.. 7Cj -5'% 77 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed bV this permit application are accurate. and do not violate applicable ordinances. rules 01 regulations of the City of Wheat Rtdge or covenants. easements or r.strictions of record; that all measurements shown. and allegations made are accurate: that I have read and IQree to abide by all conditions printed on this application, and that I assume fullresponSlblr for complian WIth I e Wheat Ridge Building Code (U_BC.) and all other applicable Whea ge ordil'l s. fa ol'k under this 1)8nT1it. I. Construction Value: Permit Fee: Plan Review Fee: Use Tax: . ) (X)CJ Description: ("t1..., /.1'1 v,~,..:D\.......ei"~J st"'''; c..fb~ic.) t/"'" '(:'" (,' ..,........ S+r& A-f+AC Jr //,. . . jJ. BU LDING DEPARTMENT USE ONLY ZOhIfiill.C..l)1ilItI.~~ \l-'" D ~,. SIC: Approval : ~Q.; vrl '\) \\ y'" 1'-' ZOOlng : L..\ vt=- ~iiirdijf~C--Cllfiifi'iI~-;'l (yf ~ - y Approval: p. C. ~,.r' d.k 111~ ~ tfE C P(jbllCJ.VY.l!J_.9ro~"Ij~~ \ ( ,4r}, u;',w. ------________ Approval: Occupancy: DATE Total: IOWNER)(CONTRACTOR) SIGNED Sq Ft. : IR/EC/EUV/EO AUG 2 1 ZOO] Walls: Roof: Stories: Residential Units: Plumbing License No : Company: Mechanical License No : Company: Electrical License No Z) 441.Q Company: \ \ . . ..\ " (:i;_'\ "'-'(I... -y Expiration Date : Approval : II If!lal.!.l!!I\lI~_ Expiration Date: Approval : Expiration Date: Approval: !:I 'iPla~R'.qq1.~ . t" ~ i; ".' \~ " (4) (5) 161 This permit was issued in ac;.con!ance with the provisions HI. I~ in Y09Ur ,pQWeation and is subied 10 the laws or tfn! State of COlOrado and (0 Itle Zoning Re:gulalions and 8u,k:lin9; COde of Wheat Ridge. ColOrado or any olher a~l~bl. ordln.r1Us or the City - . This penT..t snail expire If (A.) l:he wQ(1C. .utnorlzed .s not commenced within t.Ulry (eO) days from .5$l.'8 date or (8) the bUlldlno ault\onzed is suspended or abandoned for a,ptnod or 120 days. If !hIS petmlt eXpires. a. ,new ,permll may be acquired for a tee or one-l'Ialfthe .mount normaUy required. plovided no changes have been orwdt be made in the onOlnal plans and specd'lCItlons and any suspensIOn or abandonment haS 1101 eJlc:eeded on. (1) ye.r. If cnanges are made or If suspenSion Of abandonment elCceed5 one (1) year. fun reo shall be paid tor a new pennit. NO work 01 any manner shall ,be dOn. thaI will change the nalural "ow of water causing a drain.ge problen'l Col'ltractor shan nolify the BUilding Inspector twenty-four (24) hours In advanCe for all InspectIOns and shall receIve written approval on .nspection card berOte prooeediing wilh successive phases of lhe job. The issuanclIr of a permil 01 the approval at drawinqs and specificatiOns Shall not be COl'Istrued to be II permil rOf. nor an approval or, any violation of lhe provisions of the t1uildinq codes 0 ny other ordinanee. law, tute or regulatJon. (1) (2) (~) Chief Ullding I For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION "'\ 9'.,' v 13"< / /. / 7'-6/1 , OFI 2A" . TOP OF GROUND . 4JL DOUBLE-FACED FREESTANDING SIG~~Cff~ 01r'<"'~:' ~ ~1~~ ,. .) c3'- 'J-3':> }bt{~ CASE HISTORY WZ-OO-08 i'J l)U~ Z ... "- ~O a..Z Wet- OZW <C-W~ z-.JD: -u:t) '~a:08 00 z~ ~ z:J ~ v_a.. ~ ::E S2i t-: o .0 <COv. ~I-~ "'W Wz 1:::<( 00..., Drawing Till. Project ntl. Hor. f'w'J/1 SCALE: Vort. NA Drowing No. FDP - 2 Job No. oo-.44A I-.a THIS DESIGN IS THE ORIGINAl UNPUBLISHED WORK OF AM SIGN SERVICES AND MAY Nor BE DUPLICATED OR DISCLOSED IJIIlTHOUT WRITTEN CONSENT 10" - 16" - - ~:V{O K\P IV f.s, . - - - Customer Name ~ SIGN 5ERY1aS ~I 27t-5977 Customer Date: Approval Drawing Number: 7/24/03 / Date: Property Address: 4240 KIPLING STREET 10 SIGN Management Co. Approval / Date: I WHEATRIDGE, CO Corporate Approval Date: Sales Person: JOHN HAMILlDN Scale: 7' 6" 9' 0" FOR LEASE 303-646-5185 DOUBLE FACED POLE SIGN INTERNAllY IllUMINATED SIGN MADE FROM ALUMINUM PAINTED DARK BRONZE. THE SQUARE FOOTAGE OF THE SIGN IS 72. 8' 0" . lET * WAla. /, I EXISTING CURB &c I I GUTTER I I / / I /' /' / 35' CROSS I ACCESS/lNGRESS-EGRESS EJ-SEMENT I'-;;--J------ ~~ ' /' /" .. . . SJ'62 - . / I l I PROPOSED l00-YEAR FLOOD ZONE ELEV .. 535 / / / / /' /' .'- G z. ~oot &ri ~oot ILl Q. ~ RAISED / 157 L MEET &: MATCH EXISTING CURB &: GUTTER "- " 16' AS MEASURED OFFSllE CURB &c GUTTER SHOWN I FOR INFORMA TlON ONLY I I I I 1,1 I I wwv I ~ / / / ___ O.73,J _ _ _5362- - - - - ~- --~-- f -------- I UNIT 1, ----f-__ -- '=-::=:------ --------'-- ------ UNIT 10 '- -- -- ........... ..... '- ." I _ -5362- ~N.!I } ---- ........... --...... ........... ........... UNIT~:--...... \,........... '............. '-_J ........... ........... SJ62. ........... I ........... ;. ;,.... x - ............. I -- PROPOSED BUILDING ') __ FF _ =:... 5362.8 oc::. :::r -....... ........ / ...... L..._ UNIT 3 /' UNIT 4 --UNIT 5" - -UNIT 6 UNIT 7 UNll /' /' /' /' / /" / /' ....., (;) . :.' /" .. 30' ~-- Co / ":' >. 4:.., ':"4~'" -- ,_.~: .... ...... ...........4 ~.'., ~. =- . :. ." ... . ..... - Go ... 8.5' - - ~_. . .- ~ ,..-.- - - ""'- /' . _ . . -::: ~ _ ~~'\ AISED! CURB HEIGHT.. 2'-4" . . . ~~ .'~- 9' 7' - -'" ---- T'tPE 13 INLET GRAlE .. 5361.13 INV .. 5359.3 -:::-- ~ '-=-p I /" /" ; /" "/ / / / EXISTING CURB &c GUTlER c COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16209 Date: 9/15/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #E Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 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 mea sur ments shown, and allegations made are accurate; that I have read and agree t abide by all on ons printed on this application, and that I assume full responsibT or complia e the Wheat Ridge Bu. in Code (U.B.C.) and all other applicable W i ordl C or work under this p ~ (OWNER)(CONTRACTOR) SIGNED DATE r/ Total: $800.00 $42.46 $0.00 $9.60 $52.06 Description: Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT BUILDING DEPARTMENT USE ONLY ?;onl~rnm~llt~ Approval: MR Zoning: PCD _lngCmnments:" Approval: BG PI1_Worl(~Rl!i!)1ent$f:: Approval: Occupancy: Walls: SIC: Sq. Ft.: 9/11/03 9/11/03. MUST MEET N.E.C ART 600 Roof: Stories: Residential Units: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions sel forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheal 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 (8) 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 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. (6) The iss ce of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any vioiation of the prov. n of th g codes or any other ordinance, law, rule or regulation. spector Please sign Terms and Conditions on reverse side of page. J-\.....,....-..LO-:::f/ u.,:):......u..- uc.VN.l::.vrJ-\.^ .,:)u..> c......>;:> c....O'::'>/ ,. .VL DE'FARTMENT 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 Property Owner: Property Address: Contractor License No, : Company: 'D*U.<;}.,,-:,- kh'M.~ FA,^,,"CLL) '~LW'- tf)...<{o Sc....tt..... Kl(1 Ill'lL> \..l,d-,e- Phone: 3C.~- ~'i/'; ~:It-:-~ 1'iY."(' , AAA SlbN .5("_f"vlce.....l Phone: 3d" J.:7c/-'5'117 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: -I, [-{"Jr'" ~ Permit Fee: Plan Review Fee Use'Tax : , hereby certify that the 'Setback distances proposed by this permit application are accurate, and do not violate applabte ordinances. ruleS or regulations of the City of Wheat Ridge or covenants. easeme",s or Nstridions of record: that all measurements shown. 31M allegations made are accur.te: that I have read and "9.re. to abide by aU conditions printed on tnis application, and that I assume full responslbll. r complia ce wIth I Wheat Ridge Building Code (U_B_C.) and all other appiicable Who id~e ordi ees, fa ark under this permit. IOWNER)(CONTRACTOR} SIGNE Description : $,,,,(;, ~I 'O3 t="Ace~ U" (\ .'\I\04"^ t- c.....~ "V"LT / c"-"'~ \-oU- Me- if.S BUILDING DEPARTMENT USE ONLY Total: ~/e,)"f,;,.J ^-HA,'(,j L.) ZOhlfill1.Qll'llm..'II\tir~ Approval : Zoning : B!1lrdiK!l:COitiftI8ritS~ Approval: P.Ie. 6. t:. t? Itl j.:, .3 PQbllC\ll!/M,,-",.!)II1~~-;J Approval: PvO ~ b~ q/\\/ SIC Sq, Ft. ' !ED . !JG ? 7 2003 111,.7 ~d /I/. E: C 4,..) ----------- Occupancy: Walls: Roof: Stories: Residential Units: Plumbing license No ' Company' Mechanical license No : Company: Electrical License No : 7 \L\L\\:. Company: \ \ \- tt..',I.-"->{\.. \("'- Expiration Date: Approval: ~ 'SPIa~eiIID~ Expiration Date : Approval: II e'~~~~I~~ Expiration Date: Approval ' . ~~~,R.e!lT~ ('} (5) 161 ThIs patn\iI was issued in accon3i,~ wCh the provisions set fOlth In yOC)Ut application and is subjeel: to the laws of me Stale or C~raM and to the lOl'lIrl(j Revutations and BlJddiR$!! Code of .,."...1 RicJge, CalottldO or anv other a~llQble ordmancrs of Ihe City This permit Sh" expire if (Allhe wOR ~If\onled IS not commenced WIth." 'IXry (601 days 'rom IS$l.IfJ: datI!! or l8) the building authonZ~ is suspended or abandOneCS fOf . period or 120 days II tr\l' pennil eXl)ites, a. new _permtt may De aCQuired lor a fee of one-nalt the amount normally required. provided n\J Cl'langes have been or Wilt be m~de in the onglnal plans and speeific:;llJonS and any suspenSIOn or .abl.ndonment haS 1'101 ellc.eeded one (1) yeiil'_ If cnanges are made 0' If sUSllenSlon or abar,donment eKCeMlS one (1)"". full tees sn'" be pIlid lot it new pennit. No.....otk 01 .a,.", manner shaM be dOne that wltl Ch.ange !he natural "ow of water causing a drainaye problem Conlrac;tOl' Shaill notify v.. Building Inspector twenty-foor (24) !'lours In advance lor all InSpectIOnS and shall receive written approval on Inspection c.ard be'fore pro<Hdi"'9 _ ........,... ,.,.... of "'" job, The issuance ela permit or the approval of <lrawings and speciflcalions Shall nol be eonSlruea 10 00 II permit 10f, not an appmval 0'. any VIOlation Of i~ provISIons 01 t!'le building es any other ordinance. law, rule or regulatron (1) 12) (31 Chief Building In For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRiOR TO INSPECTiml 08'1~ 2003 08.26 F:LI. 0036~661S5 .1 , , !'"... o ii3m :Ie 6- "r- e - z Ci) m r- rn < )> -f - o z , " , . I ~ I ~ I ~ o I ~ I i0~ i :: : , D.HGnE:\B:\.tGH ..... 89 6'" "~ + '- + .::2 _:-4 +-l ~~ tjP ~9 'I ~I q~ 19'-4" 4'-0' I I I I I I ! ! I I I I I I I I I I I I I I 1 I n. I 1 I 1 I III ij ~ 'i' 'I '~i (0 \'I '" Ii!JOO2 ~ D\ ~ , COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16211 Date: 9/15/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #C Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT DATE Total: $800.00 $42.46 $0.00 $9.60 $52.06 (OWNER)(CONTRACTOR) SIGNED 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 measureme ts shown, and allegations made are accurate; that I have read and agree abide b all c . Ions printed on this application, and that I assume full responsib" or com anc the Wheat Ridge Sui din Code (U.B.C.) and all other applicable W e r na , for work under this per it. Use: Description: SIN E FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ, FT. BUILDING DEPARTMENT USE ONLY ~ Approval: MR Zoning: PCD SIC: Sq. Ft.: 9/11/03 -j''''-.- _..,._!~- Approval: BG OK. 9/11/03. MUST MEET N.E.C ART 600 ~~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: 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 10 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 dale or (8) 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 nol 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 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. (6) The issuance of a nnit 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 th Ildin co es pr ther ordinance, law, rule or regulation. Chief Buildi Please sign Terms and Conditions on reverse side of page. M~r-~o-~' U~;~UV U~V~~VrA^ JUJ '::JO .::o:;,~ t- .UL. 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 Properly Owner: Properly Address: Contractor License No. : Company: i);ru.c..:},-oU<- bl'"",-~ FA""'-CC-L) '-lt~.- <t,2...<{o 5cu.tV..... KI(1 \'NW \.1",+ c. Phonp.: 3'-'~' 4:,/f1e :'"' t-~ I q<+(,(, AAI~ SlPN ~e"rv tcp-.l Phone: 30:: - ).:7ci ..5' r 17 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~J~ , , hereby certify that tM setback distances proposed by this permit application are accurate, and do not violate appltcab~ ordinances. rules or regulations of the City of \Nheat RKtge or covenants. easements or restrictions ot record: that all measurements snown. iJnd allegations made are accur.te; that I have read and a9."'. t abide by all conditions printed on this application, and that I assume full responslbir r comP'iEEw,th Whil&at R.ldge Building Code (U.B,C.) and all other applicable Wh tdp ordi"a s. rk under ttll~TIl. .. IDWNER)(CONTRACTOR) SIGNED 2., DATE~ Description: $ '''''' ic. t::Ace.::. Lt..J,,1 \ 1""0".... t- C^..~ ,,\J ".T :3 ' , I a.....~.....u- 'e . +.5. 00 BUILDING DEPARTMENT USE ONLY ZOIiIliM.~ (J r.. Approval: \' 0/ Zoning: Ci\-\ B!iirdinlt:c-oiiifi1itiit!s~ Approval :",./t. 6?-. P(jbllCillY.a!_PllJl!'!JIi~-;J Approval : Construction V~lue . Permit Fee: Plan Review Fee . Use Tax: Total. zO/el)(,f(:~ "HA,-, i (,,) SIC. Sq. Ft.: t1Itfk-5 m ~ 1I1e.d)/ E".C:: ;ki. IRllE C IE ~ VIE IDJ UG 2 7 2003 Occupancy : Walls: Roof: Stones: Residential Units' Plumbing License No : Company' Mechanical t.icense No : Company : Electrical License No : I. Company: :], L\ lc", 't\()..'l. ,-.(l~'1.cI... Expiration Date: Approval: !J ~Plibs~R'ei(!!ltJ!:. Expiration Date : Approval : II elli:!!Im'!9I!I~ Expiration Date: Approval: . e.lI\Ij'.BeJlT~ (') (') (6) ThIs penT\it was issued in accoroanu with the provisions sell~ In yoour a(lS)liCaliOn and IS suDje(t to the laws 01 me State 01 COlOrado and 10 rhe ZonIng Regulations and BUildi"i Code of Wheat Ridge. ColOrado or an{ 0111.( awhable ardmanus ot In.e Clry This penni1 Sh._ .xp&fe if (A)lhI wor'It autf\onled 13 l'IOt commenced Wlth.n s,!Cry (601 days 'rom I'sue da.le or lQ) !f_e building auttlonzed is suspended or abandoned fOr . ,period of 120 dr,S II rhlS penNt expw'I5. .. new ,permlt may be acquiteCS tor a fee or one-halt the amount normally required. provide<! 'no changes t-ave been Of wilt be mao;;te in the OfIOInal plans and spe6ficalionS and any SlJspenSlQl"l or al).illndonmenl has 1'101 ellceeded Of* (1) ye;ar. II Cf\anses. au~ made Of II suspenSion or abandonment e~one (1) y..... 1\11 feeoI shall be pIIid lot. new pemut. NO VIIOrk 01 arrv manner shall be don. Ihat will Change Itte natural flow 01 water causing a (Irainaqe problem Conlrac;1Of' shall notify the Buil(ling Inspedot lWenty.four (24) F\oul"ll in advance tor all .nspec1iOns and shall recel\ll! wntlen appfoval on InspectIOn ca;d before proceeding wi1h sua;essive pnases of ttte job. The iS$uance rJ . permit Of 1he 'pproval o( drawings and spec:ifieations Shall not be constfued to be a ptIm\1t 'or _ r,Of an appro>!al 01. ar<y violation of the prOVISIOnS of rhe bulkilng codes or other ordinance. law. rule or reguLatiOn (1\ (2) (3) Chief BUilding Insp' For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRiOR TO INSPECTION 08'1-1/2003 09 26 FAX 3036-166185 D.-\LGHE.\BArGH i i ! !->... o ~m i'- c;= 'r- e - z Ci) m r- m < )> -I - o z i+:-< 80 Ii'" ~ I 1 I I I I , I I I I I I I ! I I I i<- _0 ~~ 'lD ! 19'...(" Il I I I I I , . I" I ~ I ~ S I 0 I ~ I i}i- i -. :! I I ~.. I\) \ll '" ,fll . (0 !)l q ~ ~002 ~ U\ ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ;; Building Permit Number: 16210 Date: 9/15/2003 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST #D Contractor License No.: 19466 Company: AAA Sign Services Phone: 646-5185 Phone: 279 5977 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 measur ents shown, and allegations made are accurate; that 1 have read and agree bide b al 0 . ns printed on this application, and that I assume full responsi or com c the Wheat Ridge Suildin Code (U.B.C.) and all other applicable W or n e , for work under this p mil (OWNER)(CONTRACTOR) SIGNED DATEf./ Construction Value: Permit Fee: Plan Review Fee: Use Tax: $800.00 $42.46 $0.00 $9.60 $52.06 Total: Description: SiNG Use: FACED WALL MOUNT CABINET 3' X 10' CENTERED OVER SPACE. 45 SQ. FT. ~oni_"ilmmllBm Approval: MR Zoning: pce liitiildl!:!g;eommJ!~ Approval: BG _cW~orn~ Approval: Occupancy: Walls: BUILDING DEPARTMENT USE ONLY Sq. Ft.: SIC: 9/11/03 OK. 9/11/03. MUST MEET N.E.C. ART 600 Roof: Stories: Residential Units: Electrical License No : 21446 Company: Harvard Construction & Electric, Inc. Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: 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 Slate of Colorado and to the Zoning Regulations and Building Code of Wheal Ridge, Colorado Of 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 dale or (8) 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 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. (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 0 build. c s or any other ordinance, law, rule or regulation. Chief or Please sign Terms and Conditions on reverse side of page. ,............ -..L,,-,-~, u-JI.....vr .....L...v.,L...v._^ .J.....~ L..""''''', L..~-" lJEPARTMENT 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 Property Owner: Property Address: Contractor License No. : Company: l)1I-U<;:}-"-:'- bl'~~ FA",^'-_Lj '1~~r <f.2.J.{o Sc....tV-.. Kt(1 l,Ne., L1",ct- P Phone )",~. "i.l1c ~;, i.-~ I '1 '-! (,0 , AAA Slt:>N ';;<,.l'vlcP....l Phone: 3d - "J-,{t- 5'117 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value. Permit Fee: Plan Review Fee. Use Tax' ~.~ I hereby certify that the setback distances proposed by this J)enTlit application are accurate, and do not violate applicable ordinances, rules or regulations or the City of Wheat Ridge or covenants, easaments or restrictions 01 record; that aU measurements shown, and illlegauons made are accun.te; that I have read and 19.re. to abide by all conditions printed on this apphcation, and that I assume full responslbif r compti nee wIth the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea ge o<<1i nee or work under this permit IOWNER)(CONTRACTOR) SIGNED . DATE# Description: S ....,,1 l="Ace.:::. 0,:..1 \ Mc"... t- C:,...~ ,.v....r ~ ' , I c~.\e..v...l ~ Me t,s o BUILDING DEPARTMENT USE ONLY {)(~.'" SIC r -I/" ,.0""1 q/\\ Total: f)evnfl;t-J "HAte ,.j (,.) Sq. Ft.: ZOIiIl1lll..C~llil~~ Approval : Zoning : Biilrdln!l::Clil'iiI'ii8ritiJ-;I Approval: tI ,Ie. 6? q(,/~.:J fJ1..s-J. 111-/ I/I:-~ c. P(ibl~)_9ffl",ltIti..-;! C dQ . Approval: Occupancy: fR IECIEDV AUG 'l 7 2003 ------ ----- ---- Walls: Roof: Stories: Residential Units: Plumbing License No . Company' Mechanical License No : Company: Electrical License No : Company. ,) \ '\ \ \y. \ \"':.... C' I':'" ,t.. Expiration Date: Approval: !:I ~P"I1S!R'4il@~ Expiration Date : Approval : . te'alJ!IL~IIIa... Expiration Date: Approval: . ~~".R(jf!lI~ (4) (5) (6) ThiS penTlit was issued in acc:on!al'\U with the provisions set forth In VO()Ur applicatiOn and 1$ suD)ed to the laws of me State 01 COk)raM .noj to the Zoning ReQulations and BUiktiACjl Cod_ or Wheat Ridge, Color;tdO or any O!;h.f "!)pliable ordinance! or the City This penTlit sh.. ..pete if (A) the work ~thonled IS not commenced WIthin Sllcry ($OJ d~ys 'rom 'S$UI!I ~te I)( (BllM building autt10nzed is slJspended or abandoned lor. .periOd or , 20 days. IIlh1s petn'Iltexpll'U, a. new pemlll may tM! Kqutred fat a tee of one-harr the amount normany reqUIred. provided nu ch.ngcs ha..e been or wilt be mz.de in lhe anganal plains and speeific:ationS and any IUSp.nSIOn Of' .abandonment has not ell~ one (1) year. If cl'\i1ngfls are made or II suspenSion or ,at)ilrclo!'lrTlel'lt exceeds one (1l year, fuI tMS ."... bII paid far a new pennil. ' NO work 01 .any manner shaM be dOne tha1 WIll eNng. the nalural new of water causing a drainage problem COtltractOl' ~ nolify Iha eu'1ding Inspector IIMtnly-k)ur (24) !'lours in advance rOf all InspectIOns and shall receive wntten approval on Inspection cafd before proc,eedi;ng with SUlX8ssive pn.ase5 01 tne iob. TM issuance of. penTli1 or approval of drawings and speei~tions Shall not be construed to be a perl"f\lt rOf. nor an appro"..l 01. any \holallon of ,he OfoVISlons of !he building es r any .r onJ;inance.laW, rule or regulatlon. (1) {'I (31 Chief Ullding Inspe For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRiOR TO INSPECTION 06 14"200J 09 ?6 f _ ~l 3036~66165 D.-\rGHC:.'\B~rGH !'"... o ~aJ ::c: 6- 'r- e - z Ci) m r- m < :I> -f - I~ IL I I I I I I;' , ;;I 1 < I ~ ~ : ~ I ~:-_. ~..... I I ....; 89 Q'" ~ ...... -0 t~ 'I z " ~;-I +-f ",0 -. %! ~i :0 0( 19'4" 4'-0' I I I i I I I I i I I I I I I I I I I I I I I \ll 'I I\J N ,. " 'il q "" H . ~002 ~ ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT 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: 15040 1/17/03 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240 KIPLING ST Contractor License No. : 19858 Company: Daughenbaugh Construction, Inc. Phone: 303-646-5185 Phone : 303-646-5089 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 applieabl heat Ridge 0 dinanees for work under thlsr;p it. (OWNER)(CONTRACTOR) SIGNE DATE L /Q.:(, . Description: NEW COMMERCIAL BUILDING Construction Value: Permit Fee: Plan Review Fee: Use Tax: $810,000.00 $4,706.25 $3,059.06 $9,720.00 $17,485.31 Total: Use: BUILDING DEPARTMENT USE ONLY ~~iImDIl Approval: OK/MP Zoning: C-1 SIC: Sq. Ft. : 12/26/02. PLEASE SEE ATTACHED COMMENTS. _",:~..lIIil --~~- Approval: OK/OM 1/7/03 _';:Z~_W_."_ 001II:"111:. _~'BftMrif Approval :OK/MG 12/30/02. PLEASE SEE ATTACHED COMMENTS. Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 21446 Company:HARVARD CONSTRUCTION & ELECTRIC Expiration Date: 2/28/03 Approval: OM Plumbing License No :21515 Company :FRED'S PLUMBING Expiration Date: 1/17/04 Approval: OM Mechanical License No : 20464 Company: Gene's Heating & AlC Expiration Date: 1/9/04 Approval: OM 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 jf (A) 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 successive phases of the job. The issuance 0 p r~jt or the proval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions b di r any other ordinance, law, rule or regulation. I " (1) (2) (3) (4) (5) (6) DEPARTMENT OF PLANNING AND DEVELOPMEN'I BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Property Owner: tJ ~;ftP;::7 y~ Property Address: 4/-~ or' /(.. . ~ Sf eoo_,Li,=.No., ng,~ 'J Company: ~ Building Permit Number: Date: Ph'ue: ~CJ3-b <It -;S/,JS- Phone. '>? l' -G, </h ~. '1CJ 35 Construction Value: -1f/~ 0"0 - Permit Fee: '170(P,2 Plan Review Fee: 3i.J)Cf. at:.:> Use Tax: 0720, 00 Total: / 7 '18>: J/ I hereby certify that the setback distances proposed by this pennit application are accurate, and do !lot 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. ~ON1RACTOR) SImI:)d.IJ..I.f-tfJII1U~TE /oP~,1- Description: . d1 ~ - Ge711/)/f~ welt! BUILDING DEPARTMENT USE ONLY I. '-sIC: rvP 12 /1(; ~ Z t\t.M"- s........ ...""".",\.,....~ ZONING COMMENTS: I Approval: [)/t.. Zoning: t-l BUILDING COMMENTS: tJf.<-. fi)vL J /7/6 3 Approval: f / I PUBLIC WORKS COMMENTS: ~ I'd., 12../3O/."Z.. Approval: Co\VI"","-- \-~ 'fl~e ~e.E .... ."..jH.14~9 .::0";...""-'"'7' Occupancy: Walls: Stories: Roof: SJ,.:h.. Electrical License No: ;J../l! <I" . ~ Company: W~ul eQ.u.a'<. Plumbing License No: ,;, \ S\ S Company:::f~~ ~ Expiration Date: \ -\1-0 Approval: Expiration Date: Approval: \:-: A., - '->, Ti 3.3ttx o-.,J" - :3 ,'~' '"l Sq.Ft,~ \.... J;"" , ;.., "~':....:r ~t"',. (. J' ~I 1 'I 2002 Residential Units: .. 26J./bl(((j9 Mechamcal License No: Company: f:~f~~. . Expiration Date: ~ - \ t;J( Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of 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 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 Inspectortwenty"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 provisi of the building codes or any other ordinance, law, rule or regulation. City of Wheat Ridge Planning and Development Department Memorandum TO: Daughenbaugh Construction FROM: Michael Pesicka SUBJECT: New commercial building at 4240 Kipling Street (2nd Submittal) DATE: December 26,2002 I. Several remarks regarding the landscaping plan were not addressed with your 2nd submittal. Before a C/O will be issued, the landscaping for the proj ect must be installed and inspected per the most recent submittal documents. General Notes: I. Any sign requires a permit prior to installation. 2. Exterior wall lighting shall not be mounted higher than 12 feet. Please call me with any questions at: 303-235-2845. Thank you. Michael Pesicka Planner ~ KIM LIGHTING Type: Job: Catalog number: Fixture Electrical Module Options I Seepages 3-4 Finish See page 2 Specifications Maximum Fixture Weight (400HPS) = 43 Ib r 17" L 18%", I I 11%" 8Y, ~ L I 18" I I 7W' r JL 7E~2 ~ ~ Mounting Plate must be securely attached to wall outside the J-box perimeter. 6Y8 To J-box center WD18 18" Wall Director'" revision 4/1/02' wd18.pdf Approvals: Date: Page: 1 of 4 Reflector Housing: One piece die.cast aluminum with integral cooling fins. Rotates against ballast housing to provide 100 of adjustment with degree markers cast into housing. At 00 adjustment, lens is totally concealed from view above horizontal with fixture aimed downward. Ballast Housing: One piece die-cast aluminum with integral cooling fins. Fastens to mounting plate with keyhole slots freeing both hands for securing and wiring. One stainless steel socket-head screw on each side of housing frees the reflector housing to rotate for aiming. Tightening the screws locks the tvvo housings together with sealing provided by a silicone gasket. For visual aiming, adjustment may be accomplished with the fixture on. Lens Frame: One piece die-cast aluminum with integral hinges and stainless steel pins. Two stainless steel quarter-turn fasteners secure lens frame to reflector housing with sealing provided by a one piece extruded and vulcanized silicone gasket. Lens is clear flat 3;168 thick tempered glass sealed to lens frame with a silicone gasket and retainer clips. For UP moclels, lens is mounted flush with frame for water run off, and is silicone sealed. Type II, III, and IV Reflector Module: Specular Alzak< opticai segments are rigidiy mounted to an aluminum module which attaches to the housing by a no-tool quick-disconnecting hinge and fastener. All sockets are mogul base with HPS rated 4KV, and MH versions have pin-oriented sockets with molded silicone lamp stabilizers. All modules are factory prewired with a quick-disconnect plug for mating to the ballast. Available in three light distributions, all interchangeable within the same housing. Wall Grazer Reflector Module: Specular Alza~ optical segment is rigidly formed into a self-contained module which attaches to the housing by a no-tool quick-disconnecting hinge and fastener. Black louver vanes run parallel to the lamp arc for controlling the hot spot directly behind the fixture, and spill light into the atmosphere. All sockets are porcelain mogul base with HPS rated at 4KV, and MH versions having pin-oriented sockets with molded silicone lamp stabilizers. All modules are factory prewired with a quick-disconnect plug for mating to the ballast. Spot Reflector Module: Specular Alzak< optical spun parabola is rigidly mounted to a self-contained module which attaches to the housing by a no-tool quick-disconnecting hinge and fastener. Black internal louvers are provided to control the beam and prevent hot spots directly behind the fixture and spill light into the atmosphere. All sockets are mogul base with HPS rated 4KV, and MH versions have pin-oriented sockets with molded silicone lamp stabilizers. All modules are factory prewired with a quick-disconnect plug for mating to the ballast. Electrical Components: High power factor ballasts are rigidly mounted inside the housing and are factory prewired with a quick-disconnect plug for mating to the socket. Starting temperatures are -400F for HPS lamp modes and -200F for MH lamp modes. Mounting Plate: The standard mounting plate is attached to wall (by others) outside the Junction Box perimeter. All mounting plates are die-cast aluminum with reinforced ribs. Two studs are provided in each plate with flange nuts to allow fixture mounting by keyhole slots. Sealant must be applied (by others) between mounting plate and mounting surface to insure a dry Junction Box. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.s. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. @2002 KIM LIGHTING INC.' P.O. BOX 60080. CITY OF INDUSTRY, CA 91716-0080' TEL: 626/968-5666' FAX: 626/369-2695 5608802091 .~ KIM UGHTING WD18 18" Wall Director"' revision 4/1/02 . wd18.pdf Type: Job: Page: 2 of 4 ~ cfj Standard Features Fixture ~ Cat. No. designates WD18 8 A S 0 fixture, Up (U) or Down (D) configuration, and light WD Fixture distribution (2, 3, 4, G or 51. Light Distribution: Type II Type III Type IV Wall Grazer Spot Electrical Module HPS ; High Pressure Sodium MH ; Metal Halide PMH ; Pulse Start Metal Halide ~ Lamp Lamp Line Watts Type Volts --- 400 HPS 277 Finish Super TGIC powder coat paint over a chromate conversion coating. Cat. No.: (Up 18") Cat. No.: (Down 18") DWD18U2 DWD18U3 DWD18U4 DWD18UG DWD18US DWD18D2 DWD18D3 DWD18D4 DWD18DG DWD18DS Cat. Nos. for Electrical Modules available: Lam Socket ANSI Ballast Type o 250HPS120 o 250HPS208 o 250HPS240 o 250HPS277 o 250HPS347 o 250HPS480 E-18, Clear Mogu I Base 5-50 D400HPS120 o 400HPS208 o 400HPS240 o 400HPS277 o 400HPS347 o 400HPS480 E-18, Clear Mogu I Base 5-51 o 250MH120 o 400MH120 o 250PMH120 o 400PMH120 o 250MH208 o 400MH208 o 250PMH208 o 400PMH208 o 250MH240 o 400MH240 o 250PMH240 o 400PMH240 o 250MH277 o 400MH277 o 250PMH277 o 400PMH277 o 250MH347 o 400MH347 o 400PMH347 o 250MH480 o 400MH480 o 400PMH480 Lamp BT-28 or ED-28, Clear ED-28, Clear ED-28, Clear ED-28, Clear Socket Mogu I Base Mogu I Base Moou I Base Mogul Base ANSI Ballast M-58 M-59 M-138 M-135 T e yp Color: Black Dark Bronze Cat. No.: 0 BL-P 0 DB-P Light Gray DLG-P Platinum Silver Dps-p White 'Custom Colors o WHoP 0 CC-P 1Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: @2002KIM LIGHTING INC.. P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080. TEL: 626/968-5666' FAX: 626/369-2695 5608802091 .~ KIM LIGHTING WD18 18" Wall Director"' revision 4/1/02 . wd18.pdf Type: Job: Page: 3 of 4 ~ ~ Photocell Control Cat. No. (see right) D No Option Houseside Shield Cat. No. (see right) D No Option 5' Shield Cat. No. D 5DS18 D No Option Poly carbonate Shield Cat. No. D LS D No Option Convex Glass Lens Cat. No. D CGL D No Option Optional Features Factory installed inside housing with fu Ily gasketed sensor on side wall. Cat. No. Line Volts: Cat. No. Line Volts: DA-30 120V D A-33 277V DA.31 208V D A-34 480V DA.32 240V DA-35 347V Combination louver shield and black end-panel for refiector. Factory installed to reflector module. Reduces light toward wall by the amounts shown. CAUTION: Do not use the Houseside Shield option with the Wall Grazer as it will interfere with the light distribution. Approximate Light Type II Type III Type IV Reduction Toward Wall -72% -73% -84% Cat. No. D HS for flat lens D HSC for fixtures with optional convex glass lens. Aluminum shield field-attached to lens frame. Maintains a horizontal cutoff fixture edge when the luminaire is tilted SO. Finished to match the fixture. For DOWN fixture models only. Fully gasketed one piece vacuum formed clear UV stabilized polycarbonate shield replaces standard tempered glass lens. 2S0W max. May be used with 400W HPS only in outdoor locations where ambient air temperature during fixture operation will not exceed 8soF. NOTE: Use only when vandalism is anticipated to be high. Useful life is limited by UV discoloration from sunlight and MH lamps. A program of regular inspection and periodic replacement is highly recommended to maintain optimum fixture performance. Tempered convex glass lens replaces standard ilat lens. @ Photocell Control ~~ ~ HSC for convex lens - HS for flat lens 50 Shield ~ , Polycarbonate Shield ~ " Convex Lens @2002KIM LIGHTING INC.' P.O. BOX 60080, CITY OF INDUSTRY, CA 91716.0080. TEL: 626/968-5666' FAX: 626/369-2695 5608802091 ~ KIM UGHTING WD18 18" Wall Director'" revision 4/1/02 . wd18.pdf Type: Job: Page: 4 of 4 ~ c!!!f:j Fusing Cat. No. (see right) o No Option Quartz Standby Cat. No. 0 QS o No Option Surface Conduit Mount Cat. No. DSCM18 o No Option Wire Guard Cat. No. 0 WG o No Option Optional Features Line Volts: Cat. No.: 208V DDF 240V DDF 277V DSF 347V DSF 480V DDF 120V DSF Integral electronic device energizes a T -4 mini-can socket during initial lamp start-up or after a power interruption. De-energizes prior to H.I.D. lamp reaching full brightness. T-4 halogen lamp by others; 250 watt maximum. Cast aluminum Junction Box and fixture mount for attachment (by others) to existing walls, beams or columns. SCM18 has one %' NPT conduit tap in each side, top and bottom. Finished to match the fixture. SCM18 for all fixtures, UP and DOWN. 11 ga. (.12' dia.) BB Wire, 15" x 14Y2 x 1 Y2 deep. Finish is super TGIC thermoset polyester powder coat paint, over zinc plated wireform. NOTE: Only available with ftat lens applications. /j 1<813116 Wi '" =::1./1 ~~ ~J ~WireGuard , , 5608802091 @2002 KIM LIGHTING INC.' P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080. TEL: 626/968-5666' FAX: 626/369-2695 . PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date l~.;':... . D~L(~\\6RI.X-M ~f\\n\L'I \\0.S\ ~(\Q<r-T t\fiLbl-\<Cl\Jbfil'(..J-\ . Phone# ?l()~-(oL\l[)-5\t'IJ Applicent Location of Construction ~D ~'il..,...; "7fiZrMr Purpose of Construction 1,'J~n " tN\\\:\:\\) <::( \OJ. Single Family ~ Buffding Permit Value ~ Multi-Family ----.: Commercial ......- DEVELOPMENT REVIEW FEES Development Review Processing Fe"~1OO:OO1 (for document processing) ~ Single Family Residential Review Fee: $50.00 (for review of applicable technical. documents) . Commercial/Multi-Family Review Fee: For review of elfisting technical documents $100.00 For review of technical documents for construction in right~of~way, final drainage report and erosion control pla~ SubdivIsion Improvement Agreement Fee~ (for document processing and recording) . Development Covenant Fee: $125.00 (for document processing and recording) CDOT Access Permit Fee~ (for document application a~ssing) Traffic Impact Study Review.Fee: $100.00 (for document review and processing) Flood Plain Variance RevIew Fee: (for document review and processing) Class I application = $150.00 Class I Publication/Public Notice = N/A . Class /I application = $250.00 Class II Publication/Public Notice = $90.00 $ too.oo $ $ $ 5',00. 00 $ lZS"oo $ $ 100 . DO $ $ $ $ TOTAL.REVIEW FEES: (due at time of building permit issuance) $ . f5Z.~ 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES. THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT.OF.WAY. $I,,,,,,, of APP"";(f';d &tU:f~i- Date /lrt(/03 Files on Enginent/Forms/Review Fees-Suilding Permit Ap Rev Q4/0 1 DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICA nON REVIEW Date: '"'-130 1-,>.- I Location: 1zfo JL'r--'JC.. ~ I Attention: Building Department I have reviewed the attached materials submitted in application for approval of a G::-~............ J!;.~ '~".J~ at the above referenced address. Please note the summary co=ents below. 1. ------ 2 . ...,- 3. L,oo-'" 4. ~ 5 . ,/" ~ 6._ 7. L,oo-" 8. V' 9.~' I O. ,,/'" ll.~ 12. 13. v- 14. t..-- Boundary Closure: c..--'" OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed b. Drainage plan not needed _ c. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: -.::::: OK _ Not OK; refer to stipulations. NPDES Permit Required: Yes....:::::::- No Public Improvements: a. street paving needed: v Yes No b. curb and gutter needed: ---::7" Yes No c. sidewalk needed: v Yes No d. street lights needed: - Yes ./ No e. storm sewer needed: Yes -;?'" No f. letter of credit required: ::z Yes = No If a letter of credit is required, for what improvements? ~ L.,...,,,, 1 J....., <;., c>avl'UL Amount of letter of credit: -#- 1~?7B. "'" Subdivision Agreement required: Development Covenant required: If Yes, for Traffic impact analysis and report required: State Highway Access Permit needed: New roadway or alley R.O.W. dedication reco=ended: If yes, what is reco=ended? Ie! [Z<>.... eN ~'~L'''''' <,.~ All existing dedicated roadways/alleys meet the standards of the City:_ Yes _ !fno, which do not and what is requested: "P<><-""--'-., l.+Ne. "'~ ""'1"'-'0-1" ............,.. ~ Yes -Yes No ~No ~ Yes .....- Yes '-"'" Yes ...-- No -No No No APPROVAL: The Public Works Department has reviewed this request and hereby gives its a roval subject to the above andlor attached stipulations. /2-&i1- Date I ' NO PROV AL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date Stipulations attached: ~ Yes _ Nn/ L-DoT' ~~'" ~w {Ztsqu,._ pe.....\ -LiJotz.<.o,", ll..<f"-'o-I" ~ .-J Sununary Co=ents: ,4,vy [),,,,"""F 70 THE: 1=.l<fST1"''' ;>"'8<.1<' /"'r.e"""''''A...rs As t4 IlosvLr 01= r,q/s G:.""7"J1v~ "-,oN' 15. To &E K~~" 11!.C-t> I$y T~ n.~r ",t't'<.<'<'''''''T 70 c:=..", 's"""'~"..",tl.p ,P.e../~L 72::> c. O. ISS(./~c€. be.4/IV"" t.e ~/I'="'_r/~N (..&~ ,oS lZ.et;'v".e:o fJe/f:1/Z. 70 c.o. 1$$VJIIII/'oEc.E. Files on Enginent\Fonns\Bldprmt3.frm Rev 05/00 \ ~ ''3.,:,1\ . \, .... \ ---~~ - "", "'.~ Oty of Wheat Ridge . Department of Public Works DEPARTMENT OF PUBLIC WORKS 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ~7-/5c;;''- ADDRESS~z...fo ~'I.L.>1c., <;'~T Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, W<d--' Michael Garcia Development Review Engineer Cc: File Rev 12/02 . PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date t~6;':'" . Applicant :DC\.lK~\\Q\\\~ ~\ ~~\\. ct Location of Construction . , 1..,... . =--~ Purpose of Construction Slyl).) l'GI\\ ti\S!.'i\C\ o..Q Phone# 2f)::>"("-Hn~~,,~e~ ({)G.~) Singie Famiiy ~ Buffding Permit vatueill ,l\ 9\S ..?l \ . I Multi-Famiiy ----.: Commerciai .....-- DEVELOPMENT REVIEW FEES Dev~lopment Review Proces~ing Fe"~~ (for document processing) ~ Single Family Residential Review Fee: $50.00 (for review of applicable technical. documents) . Commercial/Multi-Family Review Fee: For review of e~isting technical documents $100.00 . For review of technical documents for construction in right:of-way, final drainage reportand erosion control pla~ . . . SubdivIsIon Improvement Agreement Fee~ (for document processing and recording) . Development Covenant Fee: $125.00 (for document processing and recording) COOT Access Permit Fee~ (for document application a~ssing) Traffic Impact Study Review'Fee: $100.00 (for document review and processing) Flood PlaIn VarIance Review Fee: (for document review and processing) Class I application = $150.00 Class I PublicationlPubllc Notice = N/A . Class /I application =. $250.00 Class /I PubllcatlonlPubllc Notice = $90.00 TOTAL"REVIEW FEES: (due at time of building permit issuance) $ 100'00 $ $ $ ~"'o.o" $ lZS"oo $ $ 100 . 00 $ $ $ $ $ . f3Z"i"". 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTlNG FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. ~ . Signature of Applicant tr4 ~ttti-R-rLt- Date /!t//o.3 Files on Enginent/Forms/Review Fees-Building Permit Ap Rev 04/01 DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA nON REVIEW .~~~7' "'- 1'", !:: :6 u "' C' 0 O<'ORI>\) Date: '-zf30 1..,>- , Location: 1z.to /L'rL"J<.. ~, Attention: Building Department I have reviewed the attached materials submitted in application for approval of a Go,..~....... __ l'E>u '~"..J~ at the above referenced address. Please note the summary comments below. 1. -- 2. .....-- 3. .......- 4. _ 5. ,/" ~ 6._ 7. ........ 8. V" 9.~ 10. ,/'" 11. l,../ 12. 13. v- 14. v- Boundary Closure: Drainage: . a. Drainage plan and report needed _ b. Drairia~e plan not needed _ c. Lot dramage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: ....:::::::: OK _ Not OK; refer to stipulations. Yes -=- No ...---- OK _ Not OK; refer to stipulations. NPDES Permit Required: Public Improvements: a. . street paving needed: v Yes No b. curb and gutter needed: --;::7 Y es No c. sidewalk needed: v Yes. No d. street lights needed: - Yes ./ No e. storm sewer needed: Yes '"7 No f. letter of credit required: :z Yes _ No If a letter of credit is required, for what improvements? ~ L,...,f. 1 ,.k,..., <S.1~,.uL Amount ofletter of credit: #- 1'??7!3. DO. Subdivision Agreement required: Development Covenant required: If Yes, for Traffic impact analysis and report required: State Highway Access Permit needed: New roadway or alley R.O.W. dedication recommended: If yes, what IS recommended? I cl (Zc..... cw /t..'PL,,,, ~ c"~,, All existing dedicated roadways/alleys meet the standards of the City:_ Yes Ifno, which do not and what is requested: 'PIo<.~_.1 l..,ooNe. ",oj ~f''''''''b ~ -=- Yes. Yes No ~No --' Yes ........ Yes ........ Yes ....... No -No No No APPROVAL: The Public Works Department has reviewed this request and hereby gives its a roval subject to the above and/or attached stipulations. '2--&i~ Date' ' NO PROV AL: ThePublic Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date Stipulations attached: ~ Yes _ NtV' ~r o<:.c.I~-.L 'f'1;;0"" j2,squ,"_ FC~\ -LjJ"""" ON lL..f'U"'" ~ ---Y Summary Comments: fJ,vy ~","""t' 70 THE' e~Jr>"'" ?'-'8'-'<- l""rof!DVe,.,e,,,rs As A /U;;S;vLr oi=T,q/J C"'''''7'~''''<?",,,,../ ,~ To &E KC:"'''''IZ./i:.-t:> JSr, r~ r~r ~t"~"-'<-"Nr 70 C-"'7 -"r~p..Jl..pf f'.LIUz.. 7?:> Co O. IS$oA-l1.luE..4 ~/AJ,4 6e ~,,:'t'Jr;t;1'N LS.~ J,S lz.etrC)/.rE:e> f}e11;7~ 70 C.O. J$$ViItIMc..E. Files on Enginent\Fonns\Bldprmt3.frm Rev 05/00 \ ~ ....:;, "'\, ~ . _,\.\~J~. __ ..-- Y.-. . - -~ ~~ City of Wheat Ridge .., , Department of Public Works DEPARTMENT OF PUBLIC WORKS 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAJ<(303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ..z../g,,/o.. ADDRESS~z..4o "-'r-'''''' S~T Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) ofthe public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, Wd~' Michael Garcia Development Review Engineer Cc: File Rev 12/02 Division of Fire Prevention f>-I=WAO,.<'j 'Tl'~I'W Jl ~SINCE; :J ~~1911 , () ~~~Q::.t2 o Arvada Fire Protection District Wheat Ridge Building Department 7500 W 29th Ave Wheat Ridge, Colorado 80033 10/24/02 RE: New mercantile construction 4240 Kipling Street The following are our plan review comments; 1) The building address numbers shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4 Amended. 2) All other exit doors in Group M Occupancies shall be openable from the inside without the use of a key or special knowledge. UFC 97 1207.3. 3) Emergency lighting is subject to field inspection, additional units may be required. Provide emergency lighting basement. UFC 97 121.1. 4) Exit signs shall be subject to field inspection. Additional exit signs may be required. UFC 97 1212.2 5) Provide locks on circuit beakers supplying power to emergency circuits such as exit lights, night lights, per the National Electrical Code. 6) Veruy that sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3. 7) The required number offire extinguishers and mounting infonnation shall be provided prior to final inspection. UFC 97 1002.1. 8) Carpeting if installed shall be a minimum of a Class II Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 97 Appendix IV-A. 9) Maximum combustible storage heights for any tenant finish within the building shall not exceed 12 feet. UFC 97 Article 81 7300 Kipling Street . Arvada, Colorado 80005-3876 . (303) 463-7655 . Fax (303) 422-5549 10) Trash enclosures including doors shall be of non-combustible construction. UFC 97 1103.2.2. Amended. II) Gas and electric meters shall be identified as to the address and or unit number. UFe 97 1106 Amended. 8509.3.1 12) Twenty-four hours notice for required for all tests and inspections. 13) Any code requirements arising from construction Sincere...IY' 9ll ~ r---A}2 < "-_._-----~ Kent "Sparky" Shriver Fire Marshal Arvada Fire Protection District APPLlCA nON FOR MINOR DUMPING/LANDFILL PERMIT ~\ '/IH[4t l' "' / .... '" - '" u "' COLORP.SP APPLICANTS NAME: Janet Daughenbaugh APPLICANT'S ADDRESS: 3900 C.R. 114, Elizabeth, CO 80107 (Include City, State, Zip) (303-'646-5185) ADDRESS OF FILL: 4240 Kipling iol/7/D2-- DATE OF APPLICATION: All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and maybe renewed. AI! fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvemenrs, when constructed. shall be maintained (by the respective individual(s) and/or company responsible for the construction of that public and/or private improvemenr in the respective developmenr) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article II, Specified Nuisances. Section 15-21 (3) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND Fill PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials. which do not exceed 50 cubic yards, provided. however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected. a permit shall be required under the guidelines for No.2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled andlor excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Enginent\Form\Fill Pennit.wpd Rev. 03/00 .3.' 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan. prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1 :20) which illustrates the following: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7. Grading plan with existing (dashed lines) and proposed (solid lines I ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill andlor excavation. 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill andlor excavation. 4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(301 days after cessation of filling and/or exc8vation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris andlor contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. Files on Enginent\Form\Fill Permit.wpd 2 Rev. 03/00 C. Excavation and/or areas shall be graded to facilitate we control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees' 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy $10.00 $15.00 $15.00 plus for each additional 100 cy or fraction thereof $5.00 1001 to 10,000 cubic yards for the first 1000 cubic yards $60.00 1 plus, for each additional 1000 cy or fraction thereof $4.45 0.249 10,000 cubic yards or over $100.00 TOTAL $ " 61- 'Wheat Ridge Code of Laws Section 5-76. All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws. Appendix A. Section 24. B. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILl. CAUSE iMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: ~d-tJ~~'i- pplicant's Si ture c'A ./-. 4A..:- ;='4- ~2e4 ~u~ /' ~Engineer Owner's Signature (if different than above) I L~O/. "- . Approval Date Files on Enginent\Fonn\Fill Permit.wpd 3 Rev. 03/00 12/05/2002 08:49 FAX 3032953350 The Bauen Corporation 1Zi001 FAX TRANSMITTAL 801 E. 52nd Ave. Denver, CO. 80216 Ph. 303-297-3311 Fax 303-295-3350 y; \i ~~f) DATE: -1J - 5 - oZ PAGES: 2-1 BAUEN ATrN: COMPANY: PHONE: FAX: ~'-l 1'-1~ wu.~ ~~~ ~ iX. ~, FROM: PHONE: FAX: l~ 8P.(r~ 303-297-3311 Ext. 303-295-3350 SUEl.TECT: ~e:l QAUtil-+e.N eA14 H I3u:>i . ~ '?1 FLI NG, ~ ~4Hb( ~ REMARKS: Lt. L-. USTlN~ rolZ- Fl~~~ _ 15 U.L-. ~ '9S\'=- N 12/05/2002 08:49 FAX 3032953350 The Bauen Corporation 1Zi002 '. APPLICATION INSTRUCTIONS FOR FIRESTONE RUBBERGARD EPDM MECHANICALLY ATTACHED ROOFING SYSTEMS ,,----. 2.01.1 GENERAL This section of Firestone's Thchnical Manual is Intended as instructions for the installation of Firestone RubberGard EPDM Mechanically Allached Systems. Reference to the Design Section, Technical Information Sheets (T.l.S.), and other sections of Firestone's Technical Specifications is necessary to assure that the finished roof system is installed in compliance with Firestone requirements. 2.02.1 CONTRACTOR SUBMITTALS A. Submit Pre-lnstallatlon Notice (P.I.N.) and Assooiated Drawings: Submit a completed Pre.lnstallatlon Notioe (PIN) to Firestone Technical Services with associated drawings showing details that dO not conform to this specification, a minimum of 14 days prior to project start.up. NOTE: IF A PROPOSED APPLICATION FALLS OUTSIDE OFTHIS SPECIFICATION, CONTACT FIRESTONE TECHNICAL SERVICES FOR ADDlTIONALINFORMATION. B. Submit PulloutTests Results (When ReqUired): , . When pullouttesis are required, submit a complete listing of the pullout values to Firestone Technical Services for review. 2. Submit a roof drawing showing the locations where the pullout tests were performed. C, Submit Request For Inspection (R.F.!.): Subm~ the Request for Inspection (RFI) and Approved Roof Drawing (ARD) within 30 days of completion of the project. All pertinent information such as penetrations. dimensions, building height and edge conditions must be included. An inspection will be schedu~d (if a system warranty is requested). A Firestone Field Technician will perform the Inspection to determine compliance with Firestone's specifications and details. lIems found that are not in oonformance with Firestone's specifications will be documented by the Field Tech I iclan and must be corrected by the Applicator prior to Issuance of the requested warranty D. Submit Completed Repairs For Warranty Form (R.F.W.): Upon completion of any necessary repair(s), sign and submit the completed Repai for Warranty (RFW) form to Firestone Technical Services within 60 days of inspection. ..-.... ~, 2.03.1 JOe SITE CONSIDERATIONS (CAUTION AND WARNINGS) A. Keep all adhesives, sealants and cleaning materials away from ALL ignition source (Le_, flames, fire. sparks. etc.). Do not smoke while using these materials. B. Consult container labels, Material Safety Data Sheets and Technical Information Sh ets for specifiC safety instructions for all products used on the project. I C. Care must be used when installing fasteners to avoid possible conduits and other piping in ~~~~ j D. Fumes from adhesive solvents may be drawn into the building during installation thr ugh rooftop intakes. Refer to Firestone's Technical Information Sheet "Recommended Guidelines for Application of Roofing Materials to an Occupied Building". E. Store Firestone RubberGard EPDM membrane in the original undisturbed plastic in a manner to protect it from becoming damaged. r F. Do not use oil-base or bitumlnous.base roof cement with Firestone RUbberGard EPD membrane. @IIIIIII.... " . L. IIRt"TO'\1:. Ht BBfnC,HlJ \11['.11'1 ~UHH \h.-h;JnJ.::"lh -\ILldwu "'~11'11I \ ,(a.{l!,)n InhrJffi L dJt",.il .'\"" lll,-"I..n h CI ,"1l1 12/05/2002 08:50 FAX 3032953350 The Bauen Corporat1on 1Zi003 . G. Insulation must be properly stored and protected from ignition sources. moisture and damage. H. When the outside temperature is below 40 of (4.4 OC), certain combinaUons of temperature and humidity may cause condensation on the surface of solvent-based adhesives and primers. If this condition occurs, discontinue the application. When the ambient air conditions no longer cause condensation on adhesive surfaces, re-appiy additional adhesive or primer and proceed. . 1 . The consistency at sealants, adhesives and primers will begin to thicken as the temperature drops. To minimize this, the following Is recommended: a. Start work with sealants. adhesives and primers that have been stored between 60 of and 80 'F (15.5 oC and 26.7 'C). Insulated heated boxes may be helpful. b. Complete test areas to determine if conditions will cause problems, such as condensation, with the application of the material. c. Slop the operation or change 10 another warm container when material becomes too thick to properly apply. 2. Do not use heat guns or open llames to dry adhesives and primers. 3. No-fold or single fold panels are easier to apply in cold weather and are recommended. If using Water-Based Bonding Adhesive, temperatures must be at least 40 OF (4.4 'C) and rising for the material to apply and perform as designed. Longer drying times should be expected for lower temperatures and higher humidity. 2.04.1 ROOF SUBSTRATE PREPARATION . A. Correct Sutlstrate Defects: 1. Defects that need to be corrected before work can commence should be brought to the attention of the General Contractor or Owner in writing and addressed. 2. For re.roofing applications, remove existing roof system components as specified by the project designer. If components are discovered during inslalla1ion that could be detrimenlalto the performance of the new roof system, they should be brought 10 the attention of the project designer for corrective action. . 3. Good roofing practice requires a complete tear-ot! 10 the structural deck if soundness and integrity of the existing roof system cannot be verified. Recovering an existing roof system is an alternative to removing existing roof components. However, non-destructive testing in conjunction with core cuts must be completed to determine the condition of the existing roof system and decking. 4. The building owner or project designer Is responsible for assuring that all wet insulation and/or wet substrate materials are removed In a re-roofing application. The best diagnostic technique is taking and evaluating a series of roof cuts. There are three other techniques that are currently available to make this determination by indirect means. These are: nuclear moisture detection, infrared thermography and electric capacitance. These techniques provide measurement of factors that can be associated with the presence of moisture, which can then be correlated to the roofing core cuts to verify the results of the non-destructive testing. B. Remove Moisture: Ponded water, snow, frost and/or ice, present in more than traca amounts must be removed from the work surface(S) prior to installing the RubberGard EPDM Mechanically Allached System. C. Prepare Surface: Acceptable substrates to which the RubberGard EPDM Mechanically Attached System is installed must be properly prepared prior to membrane installation. The surface must be relatively even, clean, dry, smooth, free of sharp edges, fins, loose or foreign materials, oil, grease and other materiaJs that may damage the membrane. Rough surfaces that oould cause damage to the membrane must be overlaid with insulation. . '\U~U,T ;-uno FJl<F:"TO'\E RllRIJCRGUWI }lIh:rllll {I HJlll. .Ir "'\~'\.fi.r,-'~(on(b)ln ~lltn "I cc h..ll1.:<l II '\It;.t..lt.ed S\~t~m A IIC:Joon ....1111111 \9 12/05/2002 08:50 FAX 3032953350 The Bauen Corporation III 004 D. Fill Voids: All surface voids of the immediate substrate greater than 1/4" (6.35 mm) wide must be filled with insulation. E. Install Vapor Re1arder (When Specified): Install a vapor retarder as specnied by the project designeL Refer to the System Design Guide of this manual lor additional information. \........ 2.05.1 WOOD HAILER LOCATION AND INSTALLA"ON Wood nailers must be installed as specified by the project designer or as noted in Firestone Details and the System Design Guide. Install wood nailers as follows: A. Position Wood Nailer: Total wood nailer height must match the total thickness of insulation being used, and should be installed with a 1/S' (3.2 mm) gap between each length and each change of B. secure Wood Nailer: Wood nailers must be firmly fastaned to the deck or building. Mechanically fasten wood nailers to resist a force of 200 Ibf (890 N) in any direction. Refer to attachment requirements as specnied by the project designer. c. Taper Wood Nailer: The wood nailer must be tapered (n applicable) so that it will always be flush at the point of contaol with the insulation (refer to Firestone Details). D. ChemioalTreating of Wood Nailer: Chemical 1reating for fire resistance or other purposes (other than pressure treating for rot resistance, i.e. 'Wolmanized" or 'Osmose K-33') may affect the performance of the Firestone RubberGard EPDM membrane and eccess!Jries. Submit MSDS sheets for any Chemically treated lumber that comes In contact with the RubberGard Membrane, with active Ingredients listed, to Firestone Technical Services for acceptance regarding compatibility. E. Installation of Wood Nailers by others: Make these specifications and details available when nailers are to be installed by others. Work that compromises the integrity of the system may jeopard~e the warranty for the entire project. 2.06.1 INSULATION INSTALLATION ~. A. Install Insulation: Install only as much insulallon as can be covsred with roofing membrane and completed before the end of the day's work or before the onset of inclement weather. B. Fit Insulation: Neatly fit insulation to all penetrations, projections, and nailers. Insulation should be loosely fitted, with gaps greater than 114' (6.35 mm) filled with like insulation. Under no circumstances shOUld the membrane be left unsupported over a space greater than 1/4" (6.35 mm). Tapered or feathered insulation must be installed around roof drains to provide proper slope for drainage as shown in Firestone Details. C. Attach Insulation: Insulation must be allached using Firestone fasteners and insulation plates. Refer to the Technicallmformation Sheet for the specific insulation being used for allachment patterns and fastening rates. When installing a multi-layer insulation assembly, the fastening pattern Is determined by the type and thickness of the lOp layer of insulation. 1S-YEAR RECOVERS AND 2o-YEAR REINFORCED SYSTEMS REQUIRETHE USE OF FIRESTONE HEAVY DUTY (HD) FASTENERS FOR INSULATION ATTACHMENT. SHOULD THE: DECK BE STRUCTURAL CONCRETE, HD FASTENERS OR CONCRETE DRIVES MUST BE USED. . \.......- Q)IIIIIII.... IIIH"I\J:\f IHHIHKI.\RU '!I'll,r '(,IIIJ 'hltllHlllH.ll\ \1t:<ichtU ;:.,\'tcm '\ dl(:Il!f"lI Int~nill l )d.ltc~..t nYl\l- 1"",1"1)0.1, ,U l"m 12/05/2002 08:51 FAX 3032953350 The Bauen CorDoratlon III 005 . e . WHEN INSTALLING A 2D-YEAR REINFORCED SYSTEM, ADDmONAL INSULATION ATTACHMENT IS REQUIRED,INCLUDING THE USE OF AN AIR INFILTRATION BARRlERWITH DECKS OTHERTHAN STRUCTURAL OR UGHlWEIGHT CONCRETE. THE BARRIER MUST BE INSTALLED ON A COMPLETELY SUPPORTED SUBSTRATE SUCH AS GYPSUM BOARD OR DENSDe<<:K, EXCEPT OVER STRUCTURAL OR UGHT WEIGHT CONCRETE OR WOOD DECKS WHICH PROVIDE SUFFICIENT SUPPORT AND BE OVERLAYED WITH AN ACCEPTABLE THICKNESS OF INSULATION. THE INSULA. TlON MUST BE SECURED ATTHE FOLLOWING RATES: 4'x8' (1.2-2.4 m) iNulation board 1.5" - 2" (38.1 - 50.8 mm) FIeld Perimeter Corners 2" (38,1 mm) and gneter F"leld Perimeter Corners 10 HD _ers and plates per board 18 HD fasteners and pl8leS per board 21 HD fllsteners and pletes per board 8 HD taste"""" end plates per board 12 HD fasteners and plates per board 14 HD fasteners and plates per board As an option, insuladon may be allached using ASTM 0 312 Type 111 or Type IV asphalt or a Fire$lone-accepted insulation adhesive. Specific information may be found In the System Design Guide of this Technical Manual. D. Stagger Insulation Joints: When installing multiple layers of insulation, all joints between layers should be staggered, but is not required for the issuance of a Fire$lone Wananty. 2.07.1 MEMI!IRANE INSTALLATION BATTEN IN THE SEAM (8.1.T.5.) and RUBBERGARD MAX MECHANICAl.LY ATTACHED SYSTEMS A. Place Membrsne and Allow to Relax: Place the membrane panels, Without stretching, over the acceptable substrate, and allow to relax for a minimum of 30 minutes prior to attachment. Position subsequent membrane sheets in the same manner, overlapping the ends of adjoining sheets a minimum of 3' (76 mm) and side laps a minimum of 8' (203 mm). Panel widths are determined by using the Wind Design Guide located in this Manual. S. Layout Firestone Batten Strips: Install Firestone Batten Strips continuously within the 7' (178 mm) side lapS. Place the outside edge of the batten 3' (76 mm) in from the edge of the lower panel. Refer to Firestone DelaOs for specifics. C. Secure Batten StrIps: Place the Firestone fastener starling 1" (25.4 mm) in from the end of the Firestone Batten Strip, then every 12' (305 mm) (unless a more frequent fastener spacing Is required) using the pre-punched holes in the battens. NOTE: WHEN INSTALLING A 2D-YEAR REINFORCED SYSTEM USING PANELS WIDER THAN 7'-6", MEMBRANE ATTACHMENT MUST BE 6" a.c. 15-YEAR RECOVERS AND 2D-YEAR REINFORCED SYSTEMS REQUIRETHE USE OF fiRESTONE HEAVY DUTY (HD) FASTENERS FOR INSULATION ATTACHMENT. SHOULD THE DECK BE STRUCTURAL CONCRETE, HD FASTI!NERS OR CONCRETE DRIVES MUST BE USED. 1. Stsrt Fastening tile Firestone Batten Strip from one end only: When fastening Batten Strips, start at one end and work towards the other. 2. Install Fasteners: Install each fastener so that it Is properly engaged in the deck and the head Is flush \'1,..':11'1 ::illJO ! lI-U "IU....E R{llmLRG~" IJlIl.'nw ll.IHl'<,:.It '"''''>~ fJr~~tUlldl "" com \h\l1anlc;JlI, "\t{llched S'~fL>1Il ~ U\,;a,tIQP ....IIIIIII@ 12/05/2002 08:51 FA! 3032953350 The Bauen Corporation 1Zi006 . , withthe batten strip surface. Use caullon not 10 overdrive the fastener as this will cause the batten strip to buckle between the fasteners. 3. Lap Field Runs of Firestone Batten Strips: Use a common fastener to anchor overiapping Firestone Batten Strips using a common hole. 4, Do Not Lap Comers and "T" Joints: Do not overlap the Firestone Batten Strips at corners or ''T'' joints. Kllllp battens from the edge of intersecting splices as shown in Firestone Details. Round the end of each batten and remove all burrs created by cutting. Where field drilling of battens is necessary, use a 1/4" (6.35 mm) diameter drill bit. Install 2" (51 mm) diameter EPDM pads beneath the battens at batten termination's and where two battens are joined to form a corner asshown in Firestone Details. \.......- D. Splice the Lap: Splice the 3" (76 mm) end laps and the 7" (178 mm) side laps as specified in Section 2.09.1 & 2.10.1 using Firestone OuickSeam Splice Tape as outlined In this specitication. NOTE: WHEN INSTALUNG A 2O-YEAR REINFORCED SYSTEM, ALL LAPS MUST BE COMPLETED USING r (178mm) QUICKSEAM SPUCETAPE AND SUBSEQUENTLY FLASHED WITH QUICKSEAM FLASHING. AS AN ALTERNATIVE FOR END LAPS, THE LAPS MAY BE COMPLETI!!D USING 3" (76mm) aUICKSEAM SPLICE TAPE THEN STRIPPED IN WITH QUICKSEAM FLASHING. RUBBERGARD_MAX MEMBRANE MUST BE USEDTO QUALIFY FOR A Zo-YEARWARRANTY. WHEN USING RUBBERGARD MAX MEMBRANE, FIRESTONE SEAM EDGE TREATMENT MUST BE APPLIED TO ALL SPLICE EDGES WHERE REINFORCING SCRIM IS EXPOSED. MECHANICALLY ANCHORED SYSTEMS '--., A. Place Membrane and Allow to Relax: Place the membrane, without stretching, over the acceptable substrate. and allow i1to relax for a minimum of 30 minutes prior to attachment. Position subsequent membrane sheets in the same manner, overlapping a minimum of 3" (76 mm). B. Splice the Lap: Splice the outside edge of the lop sheet as specified in Seolion 2.10 using QuickSeam Splice Tape. C. Layout Firestone Batten Strips: Place the batten strips over the membrane in the designated pattern as outlined In the Wind Design Guide in this Manual. D. Seoure Batten Strips: Place the Firestone fastener starting 1" (25.4 mm) In from the end of the Firestone Sallen Strip, then every 12' (305 mm) (unless a more frequenttastener spacing is required) using the pre-punched holes in the battens. \......, NOTE: 15.YEAR RECOVERS AND 2o-YEAR REINFORCED SYSTEMS REQUIRE THE USE OF FIRESTONE HEAVY DUTY (HD) FASTENERS FOR INSULAll0N ATTACHMENT. SHOULD THE DECK BE STRUCTURAL CONCRETE, HD FASTENERS OR CONCRETE DRIVES MUST BE USED. 1. Start Fastening the Firestone Batten Strip from One End Only: When fastening Batten Strips, start at one end and work towards the other. 2. Install Fasteners: Install each fastener so that it is properiy engaged in the deck and the head is flush with the batten strip surface. Use caution not to overdrive the fastener as this will cause the batten strip to buckle between the fasteners. "-.-. @IIIIIII.... flRl "To"r RLUBEH.G \Kn \\I"U5( "onel 'l'''''1[uullh \Tf.;.Hh~J s,..!t'lI \. JlWllTl.ltl ItH;rim l IU:lI"";01 '\"'" tIH\I<lt)l;:I, <I) (om 12/05/2002 08:51 FAX 3032953350 The Bauen Corporation 1Zi007 e e . 3. Lap Fielcl Runs of Firestone Batten SIrIps: UBI! a common fastener to anchor overlapping Firestone Batten Strips using a common hole. 4. Do Not Lap Corners and ''T'' Joints: Do not overlap the Firestone Batten Strips at corners or"T" joints. Keep battens from the edge of intersecting splioes as shown in Firestone Details. Round the end of each batten and remove all burrs created by cutlfng. Where field drilling of battens is .necessary, use a 1/4" (6.35 mm) diam9ter drill bit. Install 2" (51 mm) diameter EPDM pads beneath the battens at batten termination's and where two battens are joined to form a comer as shown in Firestone Details. WHEN USING RUBBERGARD MAX MEMBRANE, FIRESTONE SEAM EDGE TREATMENT MUST BE APPLlEOTO ALL SPLICe. I!.DGESWHERE REINFORCING SCRfM IS EXPOSED. S. Install General Purpose Sealant and QuickSeam Batten Cover Strips: All batten strips must be cOIIered prior to the end of the work day. Should inclement weather strike before the batten cover strip is installed, ensure that the batten bar and the membrane surface beneath the bar is dry. As an option in unpredictable climates, a 318' (9.5 mm) bead of Lap Sealant may be installed beneath the batten bar to reduce moisture migration into the roof system In the event of inclement weather before the batten cover is installed. E. Install Batten Cover Strip After applying Firestone QuickPrime Plus to the membrane, apply Firestone General Purpose Sealant completely covering each fastener head. Allow it to skin over at least 30 minutes and then apply the QulckSeam Batten Cover per Firestone Details. 2.08.1 MEMBRANE ATTACHMENT AT PERIMETERS Perimeters may be adhered or mechanically allached. When mechanically attaching the perimeter, the batten layout must be as specified In the Firestone Wind Design Guide as a minimum, or as required by the designer or local building codes. Should a fully adhered perimeter be chosen, the area of the adhered perimeter is the same as if the perimeter were mechanically attached. A. Adhered Perimeter: 1. Place Membrane and Allow to relax: Place membrane panel, without stretching, over the acceptable substrate and allow to relax for a minimum of 30 minutes before splicing or attaching. During cold weather application, it is recommended that the smallest panels be used to minimize folds. (Larger panels have factory folds which may take longer to relax during cold weather). The RubberGard System must be Installed so that the seams shed the flow of water. 2. Fold the Membrane Back: Aller making sure the sheet is placed in its final pOSition allowing for the minimum lap width per Firestone speoifications. fold it back evenly onto itself without wrinkles to expose the underside mating surface of the sheet. 3. Remove Dusting Agent and Dirt: Sweep the mating surfaces with a stiff broom to remove any dusting agent or dirt that may have accumulated. 4. Apply the Bonding Adhesive: Apply bonding adhesive with either a 9' (228 mm) wide solvent-resistant paint roller or a commercial.grade adhesive sprayer. Adhesive must be applied in a relatively uniform thickness to both surfaces at approximately the same time. If adhesive is spray.applied, it must be back.rolled with a paint roller to assure proper contact and coverage. Refer to Firestone Technical Information Sheets and container labels for specific application instruction. \U~'U' ( ltHHi FlRf 'TO....F: Rt RBfR(; \RD. 11l(l.:nrn L datl,;~ ;.l( W\f\\.fi.fI':~[OllCl.J I.:u.com \It:ch.::lnh.3Ih ,\ITJchtn ....\<;;km \ ItCJllUTl ...IIIIIIII\V 12/05/2002 08:52 FA! 3032953350 The Bauen Corporation 1Zi008 5. Stop Bonding Adhesive Short of Seam Area: Care must be taken not to apply bonding adhesive over an area that is to be later spliced to another sheet or flashing. All bonding adhesive must be completely \......-' removed from the seam area. 6. Apply bonding adhesive at Specified Coverage Rate: Refer to the container label and Technical Information Sheet for specific application requirements and coverage rates. 7. Ta. Bonding Adh8$ive for Readiness (Touch-Push Test): Allow the bonding adhesive to flash-oft Touch the adhesive surface in the thickest area with a clean, dry finger to be certain that the adhesive does not stick or string. As you are touching the adhesive, push forward on the adhesive at an angle to assure that the adhesive is ready throughout ils thickness. If etther malion exposes wet orstringy adhesive when the finger is lifted, the adhesive Is not ready for mating. Flash-off time will vary depending on ambient conditions. 8. Bond the Membrane to the Substrate: Starting at the fold. roll the previously coated portion of the membrane into the coated substrate Slowly and evenly to minimize wrinkles. 9. Broom the Membrane: To assure proper contact, compress the bonded half of the membrane to the substrate with a stiff push broom. 10. Repeat Prooedure to Complete the Membranelnstsllallon: Fold the un-adhered half of the membrane back onto itseW, and repeat the procedure. 11. Terminate the Membrane at the Roof Edge: After the perimeter sheets are adhered to the insulation substrate, they must be terminated along the roof edge using any Firestone roof edge detail or base tie-in which Is Included as part of this specification. 12. Install Perimeter Isolation Batten Strip: Install Firestone ballen strips continuously along the inside edge of the perimeter sheets, with the batten strip centered 3 112" (89mm) from the edge. "--, B. Mechanically Attached Perimeter: As an alternative to the adhered membrane perimeter, Firestone Batten-in-the.Seam, Reinforced Mechanically Attached, and Mechanically Anchored Systems may be installed with using Firestone batten strips as shown in Firestone's Wind Design Guide. 1. Layout Batten Strips: Layout Batten Strips in the pattern designated by the project designer, and to comply with the minimum requirements for attachment provided in the Wind Design Guide. This can be completed using a Batten.in.the-Seam arrangement, a Mechanically Anchored System type arrangement, or by using Non-QuickSeam Firestone Reinforced Perimeter Fastening Strips installed beneath the membrane. NOTE: 20-YEAR REINFORCED SYSTEMS REQUIRE THE PERIMETER ATTACHMENT OF MEMBRANE USING IN-SEAM ATTACHMENT. THE FINISHED SEAM IS THEN STRIPPED-IN USING QUICKSEAM FLASHING. 2. Batten Strip Installation: a Install Batten strips: Install the batten strips using Firestone fasteners appropriate for the particular deck type as speCified in the Design Section of this Specification. b. Secure Batten strips: Place the first fastener 1" (25.4 mm) in from the end of the batten strip, then every 12' (305 mm) o.c. (unless a more frequent fastener spacing is required) using the p.....punched holes in the battens. NOTE: BATTEN ATTACHMENT MUST BE 6"(152 MM) O.C. WHEN INSTALUNG I A 2O-VEAR REINFORCED SYSTEM WITH PANELS WIDER THAN 7'-6". \........ \V 1111111.... t 1l{L...10....1:': Rl BBERG \RD \ ,\ll.llJ~t ~1I110 :\f<.:(h;lld~ III \ltjhh\:d ~\~I~m ^ hcatl(ln "Il~"''') l dlll""..r ','1<' tl~~,l"'Hb <''' ~"lll e e . 12/05/2002 08:52 FAX 3032953350 1ai009 The Bauen Corporation c. Batten StrIp Intersections: Do not Intersect batten Strips at "T" Intersections or comer intersecllons, and do not cross field splices with battens.Ballens must be lapped along continuous batten runs, and attaohed with a common fastener. When batten strips must be field out round the cut end. Assure that all buns created by cutting are removed. Where field drilling of metal batlens Is necessary, use a 1/4" (6.35 mm) diameter drill bit. II. Start Fastening Batten Strips FrOm One End Only: When fastening batten strips, start at one end and work towards the other. Fastening the two ends of the batten strip at the same lime may cause buckling belwean fasteners. e. Install Fastener: Use caution not to overdrive the fasteners as this will cause the batten strip to buckle between the fasteners. f. Complete Seaming or Flash Batten Strip Complete the seam per Firestone Batten-in'lhe.Seam or Reinforced Mechanically Allached System requirements. Or, if using batten strips to secure the membrane similar to a Mechanically Anchored System, flash with Firestone QuickSeam Batten Cover Strip. 2.09.1 MEMBRANE sloe LAP SPLICING A. BATTEN INTHE SEAM AND FlUBBERGARD MAX MECHANICALLY AlTACHfD SYSTEMS 1. Position and Fold Back the Lap Edge: Position the sheet althe splice area by overlapping membrane 8" (203 mm). Once the membrane Is in place, mark the bottom sheet 112" to 314" (12 mm to 19 mm) from the edge of the top sheet every 4 to 6 feel (1.2 to 1.9 m) using the marking crayon provfded with the QuickSeam Tape. Tack the sheet back with OuickPrime Plus as necessary to hold back the membrane at the splicing area. 2. Apply QuickPrime Plus to Splice Area: Remove excess amounts of dusting agent on the sheet and at factory splices using a sllft push broom. Stir OulckPrime Plus thoroughly before and during use. Dip the QuickScrubber or OuickScrubber Plus into the bucket of OuickPrime Plus, keeping the OuickScrubber or QuickScrubber Plus flat. Apply the QuickPrime Plus using long back and forth type strokes with pressure along the length of the splicing area until surfaces become a dark gray in color. Apply OuickPrime Plus to both surfaces at the same lime to allow the same flash-off lime. Change the scrub pad every 200' (61 m) or when the pad will no longer hold the proper amount of OuickPrime Plus. Additional sorubbing is required at areas that may have become contaminated or have excess amounts of duSling agent and at all factory splices. 3. Apply the 7" (178 mm) QuickSeam Splice Tape: After allowing the QuickPrime Plus to dry properiy using the Touch.Push Test, apply the 7" (178 mm) QuickSeam Splice Tape to the bottom sheet, aligning the edge of the release paper with the markings. Immediately roll the splice tape with a 3" to 4" (76 mm to 102 mm) wide silicone hand roller, a short nap 3' (76 mm) paint roller or a clean QuickScrubber Or QuickScrubber Plus pad and handle. 4, Check the Splice Tape Alignment: When the QuickSeam Splice Tape ha~ been installed for the entire splice length, position the top sheet 10 resl 0,' lop of the tape's paper backing. Trim the top sheet as necessary to assure that 1/8" to 1/2" (3.2 mm to 12.7 mm) of the QuickSeam Splice Tape will be exposed on the finished splice. 5. Remove Paper Backing: To remove the paper backing from the tape, roll back the top sheet and peel the paper backing off the 7" (178 mm) QuickSeam Splice Tape by pulling against the weight of \lI'-;lI~t ~(HJU ,. 'FIRESTONE RUfiBf:RC \RO... InTerlln l1 dAles ll.l h 1\ ~_flr"~[oncb co ~om .1. 'r ,l.\'lecbarlica.lh' Att<l.l:hcu S 'item A IlL31lnn ...11111111 QJ 12/05/2002 08:53 FAX 3032953350 The Bauen Corporation 1Zi010 the bottom sheet at approximately a 450 angle to the tape and parallel with the roof surface. Allow the top sheet to fall freely onto the exposed r (178 mm) Quicl(Seam Splice Tape. Broom the entire length of the splice at a 450 angle as the release paper is being removed. 6. Roll the Splice: Roll the seam using a 3' to 4" (76 mm to 102 mm) wide siUcone hand roller, first across the splice and then along the entire length of the splice. ~ NOTE: WHEN INSTALLING A 200YEAR REINFORCED SYSTEM, ALL LAPS MUST BE COMPLE'TEO USING 7" (179 mm) QUICKSEAMTAPE AND SUBSEQUENTLY STRIPPED-IN WITH QUICKSEAM FLASHING. WHEN USING RUBBERGARD MAX MEMBRANE, FIRESTONE SEAM EDGE TREATMENT MUST BE APPLIED TO ALL SPLICE EDGES WHERE REINFORCING SCRIM IS EXPOSED. 7. Special Considerations (End Laps, "T" Joints, etc.): e. End Laps: When the splice is greater in length than the tape, the adjoining 7' (178 mm) QuickSeam Splice Tape must be overlapped a minimum of l' (25.4 mm). b. Trim QuickSeam Spl!ce Tape at "T" Joints: Trim QulckSeam Splice Tape so that the edge of auickSeam Splice Tape and the edge of the membrane are flush beneath "T" Joint areas. o. ''T'' Joints: Apply a section of Firestone Q"ickSeam Rashing or QuickSe8m Joint Cover over the '7" joint area. B. MECHANICALLY ANCHORED SYSTEMS -,-. 1. Position and Fold Back the Lap Edge: Position the sheet at the splice area by overlapping membrane 4' (102 mm). Oncethe membrane is in place, mark the bottom sheet 1/2'to 314' (12 mm to 19 mm) from the edge of the top sheet every 4 to 6 feet (1.2 to 1.9 m) using the marking crayon provided with QulckSeam Tape. Tack the sheet back with aUickPrime Plus as necessary to hold back the membrane at the splicing area. 2. Apply QulckPrime Plus to Splice Area; Remove excess amounts of dusting agent on the sheet and at factory splices using a stiff push broom. Stir QulckPrlme Plu9thoroughly before and during use. Dip the QuickScrubber or QulckScrubber Plus Into the bucket of QuickPrime Plus. keeping the QuickScrubber or QuickScrubber Plus flat. Apply the QuickPrime Plus using long back and forth type strokes with pressure along the length of the splicing area until surfaces become a dark gray in color. Apply QuickPrime Plus to both surfaces althe same time to allow the same fla.>h-o'f tirre. Change the scrub pad every 200' (61 m) or when the pad will no longer hold the proper amount of QuickPrime Plus. Additional scrubbing Is required at areas that may have become contaminated or have excess amounts of dusting agent and at all fa~tory splices. 3. Apply the 3" (76 mm) QuickSeam Sr>lIce Tape: After allowing the OulckPrime Plus to dry properly using the TOUch-Push Test, apply the 3' (76 mm) QuickSeam Splice T",pe to the bollom sheet, aligning the edge of the release paper with the markings. Immediately roll the splice tape with a 3' to 4' (76 mm to 102 mm) wide silicone hand roller. a short nap 3' (76 mm) paint roller, or a clean QuickScrubber or QuickScrubber Plus pad and handle. 4. Check the Splice Tape Ali:?nment: When the QulckSeam Splice T3pe hElS been installed for the entire splice length, position the top sheet to rest on top of the tape's paper backing. Trim the top sheet as \....- L @IIIIIII.... [lhl....TO"-. HLlm[:J<.(.\Rn \ _ II '\ll:::l1,;t '01111 \-10.;" IJ.tlI I<..;J 11 \ IUI:-i.::hql "',,,rem,\ [H''-\tt~ rUllrlm t d:iI'\.J.t \,"" IJIL 1.1\~1, (,:'-'u"tl 12/05/2002 08:53 FAl 3032953350 The Bauen Corporation 141011 .._-.- . necessary to assure that 1/8' to 112' (3.2 mm to 12.7 mm)ofthe OuickSeam Splice Tape will be exposed on the finished splice. . 5. Remove Paper Backing: To remove the paper backing from the Iape, roll back the top sheet and peel the paper backing off the 3' (76 mm) QuickSeam Splice Tape by pulling againSlthe weight of the bottom sheet at approximately a 450 angle to the tape and para/lei with the roof surface. Allow the top sheet to fall freely onto the exposed 3" (76 mm) QuickSeam Splice Tape. Broom the entire length of the splice at a 450 angle as the release paper is being removed. 6. Roll the Splice: Roll the seam using a 3" to 4" (76 mm to 102 mm) wide silicone hand roller, first across the splice, and then along the entire length of the spiiee. 7. Special ConSiderations (End Laps, "T" Joints, etc.): a. End Laps: When the splice is greater in length than the tape, the adjoining 3" (76 mm) QuickSeam Splice Tape must be overlapped a minimum of l' (25.4 mm). b. TrIm QuickSeam Splice Tape at "T" Joints: Trim QuickS earn Splice Tape so that the edge of QuickSeam Splice Tape and the edge of the membrane are flush beneath "T" Joint areas. c. 'T' Joints: Apply a section of Firestone QuickSeam Flashing or QuickSeam Joint Cover over the "T" joint area. . 2.10,1 MEMBRANE END LAP SPLICING for BATTEN INTHE SEAM, MECHANICALLY ANCHORED AND REINFORCED MECHANICALLY ANCHORED SYSTEMS A. Position and Fold Back the Lap Edge: Position the sheet at the splice area by overlapping membrane 4" (102 mm) for 3" (76 mm) QuickSeam Tape and 8" (203 mm) for 7" (178 mm) QuickSeam Tape. Once the membrane is in place, mark the bottom sheet 1/2" to 3/4" (12 mm to 19 mm) from the edge of the top sheet every 4 to 6 feet ('.2 to 1.9 m) using the marking crayon provided with the QuickSeam Tape. Tack the sheet back With QuickPrime Plus as necessary to hold back the membrane at the splicing area. NOTE: WHEN INSTALLING A 2o-YEAR REINFORCED SYSTEM, ALL END LAPS MUST BE COMPLETED USING 7' (178 mm) QUICKSEAM SPLICE TAPE OR AS AN OPTION 3" (6 MM) OUICKSEAM SPLICE TAPE FOLLOWED BYTHE APPLICATION OF OUICKSEAM FLASHING OVER THE ENTIRE SPLICE LENGTH. REFER TO 20-Y~,R FIRESTONE DETAILS FOR SPECIFIC REOUIREMENTS. RUBBERGARD MAX MEMElRAII!E MUST BE USEDTO QUALIFY FOR A 2o-YEAR WARRANTY. WHEN USING RU8BERGARD MAX MEMBRANE, FIRESTONE SEAM EDGE TREATMENT MUST BE APPLIED TO ALL SPLICE EDGES WHERE REINFORCING SCRIM IS EXPOSED. . B. Apply OUickPrime Plus to Spli;:e Mea: Remove excess amounts of d'Jst!ng agent on the sheet and at factory splices using a stiff push broom. Stir QuickPrime' Pluc ;horoughly before and during use. Dip the OuickScruboe[ or QuickScrubber 0 I,.;s into the bucket of OulckPrime Plus, keeping the OuickScrubber or QuickScrubbe, "Ius flat. Apply the QuickPrime Plus using long back and forth type strokes W'1tl pressl'm alon, the length of the splicing area untii surfaces become a darK gray in color. P.ppiy QuickPrime Plus to both surfaces at the same time to allow the same flash-cff~ime. Ch~N;e the scrub pad every 200' (61 m) orwhen the pad will no longer hold the proper amOIJnt 0:' Quick"rime Plus. Additionai scrubbing is required at areas that may have become rO~'am;nated or have excess amounts of dusting agent, and at all factory splic~. Auollq 2fH1U t;:l\ F~T~'''E RUBBERG.\RJn InlLrlfTi t' UdtC' at w,'"\~ fin..tODeb co.cam '<1, I t~_ cunical1 AUal:b.cd SV.nem "" hC.3l1on ...IIIIIIII~ 12/05/2002 08:53 FAX 3032953350 The Bauen Corporation 1Zi012 C. Apply the QulckSeam Splice Tape: After allowing the QuickPrlme Plus to dry properly using the Touch-Push test, apply the QuickSeam Splioe Tape to the bottom sheet, aligning the edge of the release paper with the markings. Immediately roll the splice tape with a 3'to 4' (76 mm to 102 mm) wide silicone hand roller, a short nap 3' (76 mm) paint roller, or a clean QuickScrubber or QuickScrubber Plus pad and handle. D. Check the Splice Tape Alignment: When the QuickSeam Splice Tape has been installed for the entire splice length, position the top sheet to rest on top 01 the tape's paper backing. Trim the top sheet as necessary to assure that 1/S" to 1/2" (3.2 mm to 12.7 mm) of the QulckSeam Splice Tape will be ex. posed on the finished splice. E. Remove Paper Backing: To remove the paper backing from the tape, roll back the EPDM sheet and peel the paper backing off the QuickSeam Splice Tape by pUlling against the weight of the bottom sheet at approximately a 450 angle to the tape and parallel with the roof surface. Allow the top sheet to fall freely onto the exposed QulckSeam Splice Tape. Broom the entire length of the splice at a 450 angle as the miease paper is being removed. F. Roll the Splice: Roll the seam using a 1-1/2" to 2' (38 mm to 51 mm) wide silicone hand roller, first across the splice and then along the entire length of the splice. G. Special Considerations (End Laps, ''T" Joints, etc.): 1. End Laps: When the splice is greater in length than the tape, the adjoining QuickSeam Splice Tape must be overlapped a minimum (,f 1" (25.4 mm). 2. Trim QulckSeam Splice Tape at 'T' Joints: Trim QuickS earn Splice Tape so that the edge of QuickSeam Splice Tape and the edge of the membrane are flush beneath the "T" Joint area. 3. "T" Joints: Apply a section of Firestone QuickSeam Flashing or QuickSeam Joint Cover over the "T" joint area. "-.... '-.., WHEN USING RUBBERG.ARD MAX MEMBRANE, FIRESTONE SEAM EDGE TREATMENT MUST BE APPLIED TO ALL SPLICE EDGES WHERE REINFORCING SCRIM IS EXPOSED. 2.11.1 QUICKSEAM BATTEN COVER INSTAllATION Batten Strip flashing is accomplished using Firestone QuickSeam Batten Cover Strips. A. Clean and Prime Batten Strip Area: Using Firestone QuickScrubber or QlIickScrubber Plus, apply QuickPrlme Plus to the membrane and batten area a minimum 013" (76 mm) on each side of the batten. Additional cleaning at fac1.~ry splices %Q areas of excessive dusting agent is reqUired. Allow QuickPrime Plus to flash-off. IL Apply General PUI'Pose Sealant: After all batten strips have been properly attached, cleaned andprlmed, apply General Purpose Sealant over and aro~nd ~ach tastener head (Refer to Details). C. Place QuickSeam Batten C~ver Roll, Place the roll of QuickSeam Sattee Cover on the rool a few leet ahead ollhe application starting point. posilioned so t~ at it unrC\:is from the top of the roll (release paper will be on top). D. Install QuickSaam Batte., Cover; Starting a minimum of 4" (102 mm) ahead of the EPDM protection pad underlhe end of the batten strip, center the QulckSeam Batten Cover and install to the cleaned and primed surface. \..-.. @IIIIIII.... IIKl~S IU'i.L RlBHLltG.'RO~f 1 . -\u;.:u'\t ~UOII \-1, ~h""'l.dh AU'ICht;d :s."t> .\. lica(wlI j'lIl'rilll L dll.lc' .11 \'1'\\ fll (jllt~1 llll l,un e e . 12/05/2002 08:54 FAX 3032953350 The Hauen C~rporation 1Zi013 E. AdvanoetheRolI: Advance the roll eJong the batten sl'ip, peeling away the release paper as the QuickSeam Ballen Cover is applied using the perforallons in the release paper as a guide. F. Cut the QuickSeam Batten Cover: Cut the QuickSeam Batten Cover and release paper to extend 4. (102 mm) beyond the end of the EPDM protection pad. G. Apply Pressure and Roll the Splice: Apply hand pressure along the entire lenglh.of the QuickSeam Batten Cover to completely mate the two surfaces. Using a ,-, '2" (38 mm) wide silicone hand roller, roll the entire batten cover with positive pressure towards the clJtside edge and then along !he entire length of the ballen cover. H. Install QuickSeam Flashing at End Laps: Apply QuickPrime Plus to the overtap of the QuickSeam Batten Cover as necessary and allow to flash-off. Install a 12." (305 mm) long section of QuickSeam Aashing OYer the end lap. Roll the QuickSearn Flashingw~h a '-'/2" to 2" (38 mm to 51 mm) wide silicone hand roller, Jl,pplJ' Splice Adhesive to ed3es of the O,:ickSeam Flashing and apply Lap Sealant as showr' in Firestone Details. Note: Intersections 01 QuickSe81 n Satten Covers must be completely covered at the Intersecting T-Joints With a 12" (305 mm) long section of QulckSeam Flashing. 2.12.1 ADDITIONAL MEMBRANE S'ZCURE'lI/iENT AND BJl.SETlE-lN FLASHING Provide Membrane Securement Secure the membrane (base tie-in) at ail locations where the membrane goes through an angle change greater than 1" (25.4 mm) in . 2" (305 mm) (Le. roof edges, curbs, interior walls, etc.). OPTION 1: QuickSeam Reinforced Perimeter Fastening Strip (QSRPF) Attach the QSRPF Strip to the penetration, parapet wall or deck using Firestone 2" (51 mm) Seam Plates or Firestone Batten Strips fastened a maximum of 12" (305 mm) o.c. Rollthe membrane into place and then fold bacl:, exposing tce underside of the membrane and the. QSRPF Strip. When c:Slilg batten s~rips, apply Firestone General Purpose Sealant over each fastener head, assuring that the fastener head is completely covered. Apply QuickPrime Plus to the membrane where it will mate with the QuickSeam Splice Tape and allow to dry. Apply Firestone Bc,-'ci;ng Adhesive to the back half 01 the OSRPF, to the membrane that is to be bond.od to thE ~enetratlon or wall and to the penetration or wall itself. After the surfaces ha'Je dried ,-,roperl., <IS determined by using the Touch-Push Test, remove the release paper from the ClulckSeam Reillorced Peri:r'ster Fastening Strip 2.nd roll the membrane Into place, assuring a tight f~ into the transition between the horizontal and vertical surfaces. Continue to roll the membn.ne up the V/,,,II 2.nd broom in place wtth a slift push broom, Roll the membrane over t~,e OUk,kS€"m TapE v,;!h a 1-1/2" b 2" (38 mm to 51 mm) wide silicone roller across the tape and 1M:1 alerg its len~lh. Complete vertical seams ,as describp,d h the lap seam section of this specification. Install a T-Joint Cover over anv ...,orti",,! lac sr Ires that go through an angle ch"-nge (Refer to Firestone Details). NOTE: QUICKSE~,';;'R-i~i.'!"GRCfE[i'?E~I!~ETE'1l FPoS'l"ENING STRIP IS REQUIRED FOR 2o-YEAR RF-II\I"OHCEO SVnEMS. AUgll':,[ ZUllO ;\.(, " fntt'rIm L d.J.[C~ :It "1I w l'irc<;lOlJe'b c.' ~ .lit'h ....1111111 QY I ~: 'l~ ~,," 1J:,~" S Bt.R.<\" I 1.:(.' llUil;III1V ~"-Ual:[u:d SHh:m A IicMwll 12/05/2002 08:54 FAX 3032953350 The Bauen Corporation 1Zi014 OPTION 2: Reinforced pe,rlmeter Fastening Strip (RIPF) (For use with warranted systems up to 15 yesrs only) Attach the RPF Strip to the penetration, ~arapet wall or deck using Firestone 2" (51 mm) Seam Plates or Batten Strips fastened a maximum of 12" (305 mm) o.C. Roll the membrane into place and then fold back, exposing the underside of the membrane and the RPF Strip. When using batten strips, aoply Fireston 9 General Purpose Sealant Oller each fastener head, assuring that the fasten."' ~ea1ls camp' ot; Iy covered, '--/ Clean the membrane and the RPF Strip using Firestone Splice Wash or QuickPrime Plus and allow to dry. Apply SA-' 065 Splice Adht:s)oJ9 to the membrane and to the RPF Strip and apply Firestone Bonding Adhe,;iva to the remainder of the membrane and to the' substrate. After the surfaces have dried property as detarmir.er;l by using th,1 Touch.Push Test, roll the membrane into place, assuring a tight fit into the tra ,< ition point, Continue to roll the membrane up the w;;1I and broom in place with a stiff push broom. Roll the membrane over the Reinfcmed P'~r:met€r Fastening Steip using a 1-1 /2'to 2' (38 mm to 51 mm) wide 'liiiccne hand rc'!~~ 'Irs! across and then along its length. Complete vertical lap seams as describndn tre !epsp'ice section of this specification, Install a T.Joint Cover ov',r ,,!! vertical lar. ~~3.ms that go through an angle change (Refer 10 Firestone Details). OPTION 3: Fireston~ antle" "itrip (Fa.' ',se with warranted systems lip to 15 YE!8rs only) Instal! the RubberGard Membrane per Firestone details and attach to the vertical substrate using Firestone Batten Strips a1 ~ maxi""J:r. of 1 2" (:Jr.!' mOl) D.C, {Po~jme, Battens may only be used over wood or met,' sL'b~~rates}. h'"ly F"esto~e Genoral Purpose Sealant Oller each fastener head, assuring that the fastener head is completely covered. \.j Cut a piece of flashing f'c,r,-, "'Jbb"rGa.rd M 8'1'lbrane or QuickSeam Curb Flashing large enough to completely cover the substrate and extend onto the roof membrane a minimum of 3" (76 mm) (7" (178 mm) for 20~'~c.r sy~tef'1.s), C0cnple!'o the splice I:.etween flaShing and the main roof membrane using Q:,ickSe21" Tape telo,'e adileri'lG! flashing to the ve;tical surface. Provide lap seams In aceordan:':f'i'/th n~ns~'~;,!9 D;!t1ils. Apply bonding adhesive at about the sal^€ time to both the flashing and the surface to which it is being bonded so a~ t-:: 8~1'I'rr ap1rcxirr'!'l', the sameftash-off lime. ,,",pply bonding adhesive evenly 10 avoid globs. A!low M~rjirg ad!c,s've to flas'loff llnti1tacky. TOliCh the bonding adhesfve surface with 9 ~~k~r~tr\ d;,[ finger ",(1 I;e certa.ir that tt":e adhesive dces not stick or string. As you are toud";ns; t:"l~ 81hesivc ';!:~h:nD st"a;:1ht dmvn to cheCk fi)f' stringing, also pUSh forward on th~ ac""~!\!,, 8\ ", "-,.'e to assure that the adhesive is ready throughout its thickness, If either mC1ticn exposes Vc() or stringy adhesive when the finger Is lifted, then it is not ready for mating. F'Clsh..Qff time w' : '!,[ry depnnding on ambient air conditions, Roll the flashing into the,.'l'll,,",c 8"'",01' '.:1d carGfcll'y S~ as ::1 minlmi;~e wrinkles. Broom the flashing to the substrats ;'I(tl" ,1 ,:,t~ :'::::;:-~ t:' DJl'Tl tc ~"lSt;..:: pioper (~Of:tact 2.13.1 FLASHING INSTALLA...:,M AI'II.) ""<-'LiII,, C, uSING SA-101l5 ADHESIVE When Option #3 abo',{E; ;.5 aID Nad. S0arJ1;~ ;:1;':'; t),';.i ~:li Gompler'~d using ?ir09stone OuickSeam Splice Tape, Where splic, :;dl',~si Ie is a"",,,,d by Firest"ne detaiis. use the following procedure for completing the flast\';'J J_ G,"ii',.". \......... @IIIIIII.... Illd."fO'\I! ttl:.Tf \1~dl:inl(:J.]J" t' fQ~~" ~.. !t,.,... ,. . ,~.,. ., tAr'; ~l ~,l\t)l, U;':Ir.1j I]',' II.. Pjlltqm j dar j: fl( ).'i\".fll~~l,'"d'l,,) ~uu: 12/05/2002 08:55 FAX 3032953350 The Bauen Corporatlo~ 1dJ015 e e . A. Allach membrane at the curb in accordance with Firestone Details. B. Cut a section of membrane equal in length to the perimeter of the curb plus 3' (76 mm) .(Example: A4' x4' (1.2 m X ',.2 m) curbwou!d require l\ 16'-3" (4.98 m) langlhof membrane). Note: The additionalS' (76 mm) of material is not required if the flashing is butted at the final comer In lieu of a 3" (76 mm) lap seam. C. Cut the width of tho. membrane equ"j to the height of the curb plus a base lap of 3' (76 mm) and 2" (51 mm) to go o~r ',j,e top of t'le curb. D. Place the memb'ane o~ c. flat surtar:,' in close pr Jximily to the curb. E. Clean theflashin,1 anj mol me",bca''l a:9a lo!:>e seam<:d using clean cotton clolhswith Firestone Splice Wa.sh to ""move at! delsting ag€.~t. dirt and other contaminants that will affect the finished se,lm ,~.l'd allovl ~o C:iy Add'lienal c',,,.ning may to!! required to assure that the membra~e is com~Jeleiy cleaned. Adjitional cleaning at factory seams is required to remove accurll' ,12.f'cr~ of dustln'? ."gent. CQttDl1 cloths must be discarded as they become dirty and ;e~!':ic€d ,^,.,th cher, o~es to "",sure proper cleaning. Proper cleaning has been aohieved who?n 1::'e rre",bra'e ourtlce is :t:rk gr2Y in color a~d no streaking is evident. FormFlnsh d"8~ 'let req:,lh~ ~le3rir:q 'J~19Ss:t lias beep ('~ntaminated. As an option, Q'Ji(:I(0""10 Plw, ",a' tool uSl.d ';; 'isu of t"" cleaning procedure described above. Refer to lr,e Quicl',Seo.m So';os c'lpl? S'ar:tion of ~his spec:iftcatlon and Firestone's Technicailnformctior Sre81 for p'~~'''r appli';a"o~ techniques of QuickF'rime Plus. DO NOT USf' CIPCllLl'.1'l MOl"ION~:; FOH f PPLYING SPLICE ADHESIVE. DO NOT USE "'.'INT :H::l !.r:RS, ~,PR!W F.W:IPMENT OR MECHl\.NICAL EQUIPMENT FOR THE APPi_ICATIOlll elF SPLICE ADHESIVE. DO NOT USE LONG HANPL:::S 0'" SPLICE i' DIiE"N-: ,'.AlIS'-4!:STO APPLY SPLICE ADHESIVE. F. Apply Firestone Bonj,n,;, f'.dhesiv,,;EA-2004 N Water-Based Bonding Adhesive) to the curb and to the :1',shiu1 !l19r'lhrar,i.' :)0 ~n "rp'l bcr.rjhg adhesive to the area of the flashing that I"irl~ i',~\:,r :,~'::(3~ ~~; :,1 :;'.:;..' ,:.:: '//Y :l,,-! t.'-I(.: ':,"!"'.d!l"lg 8.dhn,sive is drying, apply Firestone SA-1 'jr,~'':p~h: tJ i\ctV~~;'h1 ';;', iI''';.: I:;u".;r, :-tfO,',")r:tne':::r:c! r:}of membrane. Thoroughly .stir r:';:6:'-nr.:;'-:: ,c:";/liGZ\l'\'I:~':V:' ~'(: -:( n. 3r,":' ~~U;jtig L':;-;;: 4.Qpl'l the Splice Adhesive usiWi 2. F,restom, Sp!;C" j\J~e5ive (\10:"(' or H 3' - 4" (76 mm -101 mm) wide by . 1/2" (t2.7 mm) tt""k '''w&ot-'eslsta ,t ralnt b;ush in " 5mooth, eVEn coat with long brush strokes. such th:,II;I~,;ll C',3'.'S ~I:. oct, f.eic".g~, sr'ooth, glossy adhesive surface, Apply Splice ~.c,.",.; ,'." :"~C" 'TYili'.1 " "?Cf S it abo:"the same time. G. Test the bondin~:"(ii'('~\\;,? 3"1d ~P':i'j ~ri, 'If'~; 11'r:~ I,' ir ~0:::"~:"~ESS by ",Ising 'tile Touch-Push Test. Touch the adh': ':" (,' - ie,' ".:i "I' :'t ~.r'- ''''h " .'8an a'I' (~q8:. to be certain that the adhesive C'C'~~:1 r:1:"~' ',?l;rk -:r st,. ,I' C' ~-:' f:I-,~, "'_:~~' ~S'lv,;: I';, t):!ChFtl j)1.l!?h forward on the adhesil/~J ?~. ',t.]"; ::..'""':jl:, ;.,~ .::,;~~;.l"r~ "I-'zt ('I~ S~.~-[:.:i:V';3 I'" ;-~ady t(h';"~ig:--,OlJ1 its thickness. If either motion ~m,:'n~~d;~ ,,,~,~;t nr strinml nd~esi\',;; \~'r.en th..:', fingEor is lifted, the adhesive is not ready for math:; "'Tl ;_.C~'~ l'nt; , f,-~\: der:,ej~,:I~n!; (:(. :3mbient cO;lditions. H. After the bo~(i1r':,:'" ~ ;.'i '" .,c'~'" "i'." :',vro , .. oj prJr.arly, rr,at, U'l;i ~ashing to the clurb (use2.S peopl: ,',;,:,... ,r I''.' ,'r, ; r".i ,;, in'.:';,,~d). Thi,; '; 3.;complishedby folding the sl:r: . .TTI; '-"'" "', ,I ::' ,.',. ",." ,1""'r'lJ.<I,."j '.'''''Gpjn~theentirecurb leaving the r:f':J~" :-\""'T ft""(,,:d ;:....;v ;'1""') I-h""! ': - -:,'" ''1[") r'~'l'"Tlr)rar.e ,~. now bonded to the curb only. L To oomplete the ,;:p'i')"! r(~".\'t.?n tn~ f1ii.S''"li~g ~U1 roof f1l':!rrlbrani', C'Jt the flashing membrane do'.~'~~ ~; "';"- ;'b (",):~"O" ,,' '\,::' C'J~:1 \",;"'~ " tht;, "'I:-shing ~nQ~'1~br~_ne tnto the angle change as tig!'"I':". r"" ~,." ,,:',1.,; lhr ~ :~ "0\,' t~,,,:, .' '; "\'Zl'r"'~F' ~.."f th~ fl ?-S"" ir~, membrane to fall into place. J. Rollthespl;c'~".": 'I' '." ,,,.,. .,'.'t-.'r.::.i,,',:~,.,cjf('r,1::"s;,!ongthespllceedge. Broom the M~~1'T:(";: :'-}r:' ':1:; :~I ',:) ~ i;-'"',!r: rr' .,:""r ~'(:1-:-i"g or tl~e -':')'P"lding adhesive. K. Apply 9" auickS;ja,l' (;~'n :'3I:':';la~j.T ,: o. F" O,.:;-;'LBeai-'! r=ormF1rt):~tl at all comers per Firestone Dethi',s, ll',:,I'J.ji:'"',g ,~~;n8.n I b /iP Tre:3.~'~\~rt \u~u,t znno ~ , 1'II.,r.1II (1 dJ.(f''i 3t ....-...'"\lit,'fil'cOOOio. ' ~~'i,,;;~::,,'(: '\'l~II' ',hr, rl?'r'!\,iv,-C,!~;qi'l'.II'II;WI.-II..IIIIIII(.j5] ..;';, ;;J'-:.. . '.'.I'J.'U~. _ :,;" : :::~. ), ,l, ~,'~:, :;r:~~L;t:1f~ '\:/ 12/05/2002 08:55 FAX 3032953350 ~":1e ~!'21.:'~n Corp~,-I'at1or' 1Zi016 L. Wait a minimum of 4 hours alter the completion of a seam to apply Seam Edge Treatment (Splice Adhesive aM Lap Seal3nt) llnle';s weath,'!r isthre8~ening. If weather is threatening, Seam Edge Treatm'lnl musl be appl"M I,efore le",ing Ihe project. When weather is not threatening, Seam Edge Tr,"zlr1"11 :' .,' l b" ap,,::d r.c :".."rthan the end Of the next day following completi~n of he sea'l. ~ --. - - 2o-YEA,R FLASHING SEAM REIJUIREMENTS: T"11"7-~ mmJ (lIJICKSr:~MTA.PE or' 3"(76 MIW: a'.lic~.nE,"MP, """,WIT!-H"'!" Al'''''',.ICATION 01' QUICKSF.'!~.I'.I'"l.4,;~'-!1 ',,:;; OJE:,'ll"HE ENTIRE SEIlM LENGTH. REFERTO 2o-Y81.~~ fT:'I.r:.GT,:>:1E D;::j'/::U: ::-0'.., ~;I'f'Clr';C R::,.)UIREMENTS. 2.14.1 SEAM EDGE TREATMENT (REQUIRED WHEN l.1"i"',", 'TC" !-., :'JT'\IW,WF :;"f riF'w..r,' Orl "1"1ESTONE DETAILS, AND AT CFT I":':f~: ('., 'i EI,'!ii}R,.:!:C 1,\[.i'i'r:F,,!: :E) 1. ApplySpliceAd/q'n .;';.''''''112''",:: Using a Splice Adh~siv" h'.",". "')pll' .SA-1065 :::plice Adh"slve a minimum of 1" (25.4 mm) on either side of 11Ie ""'"'" ea9'l /, ita!"! th" "~'ice A~tlesive to dry. If the seam edge has become ccrtc.l:,C".I..d, 'I is necEs,,,,,, ':0 eler'.n the ed(fe with Fireslone Splice Wash prior 10 applying t:." ,,",., 2. Apply the La? Sr.'. 'I'.,.. :'.,'. ro.',; Apply a continuous bead of ~ap Seala ',1, approxirr,ateiy 3/B" by 1/4" (9.5 mm by 6.35 mm) 20 to 22 lineal !e~:.3 C. I'. .", ,.., ~p~ 1 r "2 (21:'5 r.,' 'll::', (" ~ntereiJ :N" the seam edge using a standard .;;1' J~'(;'l!2 ~(l,:,,;:i~, U~ir;"1 thr; :=~~f-!;;'~''';)e '5'lp~~if::c' Ll;;' Si;alant tool, feather the Lap Sealant ilT:""-3.:l,1yl.:, ':~:j..-Jqg !::cr ' t-::- le::r!'!!- ;: r~:'L~ ::' of ,s(':3,;ant dimetly over the seam edge (Refe"': '. ~,,~.: Sp'jCf' ::8fai:: ,/J :~en;3;::I>, '..2.;) ~~;ea.I:;r't ;r,ay be: ap:Jlied using the plastic nozzle :.,,~,. -,.,.. "10'10..1 r. Fi.. '."Ic.'''.. :',ss'!"""11he 3~plir.alor is centered at the seam e,:lge. "--' 2.15.1 FLASHING. PENETP &"Ir:>''i'~ A. General! 1. Remove all '(","17 r,,:~; ii':.~.; $C;>hi",^}, P. !::'t,j '::'1;':U"'"til::".:; .r.i~t~~i';ri1"j, r.1aE,tiC:j atc.). 2. Flash aU pe.r,?l ~",,:,.+,~,. -y~! -Cl tt""; "r'" "~r: '1'[ T"'~:'Yl"'; 3. The flashing ~"'~il .,~ ""'~,~E ."j:'" ::1-:, ~')-;{''''':'~'''e'lr',; 'on. B. Pipes, Round Su~,,:<>l1s, ".\I'",,:~tural ::;inel ifui)inn, <lIe.: 1. Flash penet",.., ,.' ;', F'estonf! [:PDM l~r?-M~lded "oe Flashinc<s wherever possible. Do n::,i Cl)~ (11 r'i?t-(~n EP':.>,',/'! Prp~"..1!}1r~:'j Ph.;- Hashings t\~ assist in their installation. 2. Flash penetr,qt:r'ns I"':~'l - ,-,~,'J;,:: 1 ,..'. ,ut! :~,.. I'I-'~; 'f;' ~'!f ;: 'Q_~,I'r-I~~"" ::-Pr:~,~ o:pn Flashings is P'o: ,," ::,-".~.':,-",~ 3. Aeferto Rm,;,' '~:] ., .,:" . 'r.- .r, ",,'.rn anel maximum pipe diameters fl?- ,;-:;" :'.~l. ..~. .;, .>'~~-':;~J,. ''';~jll!;,:i ','.f,"11 ~'-';a-ilJl,'toed EPDt.,,1 Pipe Flashings. 4. strucb.:ra! S-tA';' -r"~-r .': U:?:(:, a fir h:~;r,b(c"~.~r:d :-l::-W -l'll~J ;n~ d~~1i' v,'hen the corner radius ;s gr<:3~':'" 't',:",[' -, ,!~_' i~:',':::- 1;1 ,i :l~j c,':;':( I~';)~,t '=:'l!e {,f ~~'j,;: .t~,~)e does n,~t exceed ,~ (305 mm). \If)1;-r: II->li! iub€i 8)<Y~(d$ '12" (~~J~~ mm\ ilse a- stflrHj;;!rd Gurb detail including b~ISF t:r' rn! ,< (:i~' 0:1') \: ", ,"I ..,-.'':"'\ C. Roof Dmins: These specif":.:a~i'~'r.: d'" types contact F:'" , 3'~!\ > .~ -("i' rhll~'. - ,~r '}," ot~er drain .'" C'~ \..-- @6 IHIIII....~.' '1I.;!, ',.Ti':,~..',';I!". ;:.....,.' :'.'I~'I."'". 1".t'.ir"'~:;'..~~\!1tl:~". ~',..~' \'1": ~."~'i~ 1~)lh,!.'/~"V>lf"tU~!'i.~ '~'~\i~.Ii~~Jj.,~/:1 i1i.~' ..1", JA/: I' 1W?i , .. , '-'..- ., ".. ,.. ,,_ ... , ... I, .. ._\ . ..~:l. . - 'l~ .," . ,..~ , .' I ~I' w\\.fJr\'H()lIl0 co ,-Of'll 12/05/2002 08: 56 FAX 3032953350 .,'he Baleen C"rporat1on - 1Zi017 e . . 1. Remove exUing c1arnphg rjr g. J~9.-n(Ve any brolcen clamping !;ardware and replace. 2. Remove all ",xis'.ing flashing (ineludin, lel>d l1aslling), roofing matenals and cement from the existing drQun ir! prepL't:.tjan f'::lr rr';::r'lbr3,nl~ and Water Block Seal. 3. Provide a Ciean even finish on the mating surfaces between the damping ring and the drain bow!. 4. Installtaper,,:j ir,,:,ulatjoro arotln j the d'air h:, pr'~\'i,:, a smoeth'Tansilion from the roof surface to It:,; rJralr.. Slcpe irto crai:1 can :;0 b,;, (w'ater th,,,, l' in 12" (25.4 mm ill 30~ ,~:"r~). 5. Position the ''"!'U~I:''~~T:'"'!e 3nd cut "~. hc~l~ ~or t~l:: rc ~f:' "ain allnwir.9 a. 1/2~ ~c 314M (12.7 mm tc .'9.1 "!1''''') r:f me'''''J~I"qne j'~sisC' -.10,[" ~l7t;"l.r?i"; r;ng. 8. Make rOLlno heiss ;"'. b~ men',\:;r::.ne tc :'!igr~ ,', ith ct2:TIr--ing bc,:tr:; (~. paoer "Junch may be used). Do not CJ' tre membmne back to ~hEl bon holes. 7. Install Fires""", :'1,:'"" Blnck S: it: en J.e, 'Iil'no,:r,. :ng ,act fl3nge below the memb"ane 'J-"'~ ~ In:'.;'-'III"I'" ... ,..,.., h;"1.-.~ ;:- ~ ,'" ,-,"'01":,. I") 'L Llo, 'ora 10' (254 mm) , .,-'.... I ;..11;' ',.' :. l ,",.' .' ~, '. '. "..._,. ..,.. l:' drain. 8. Install the "'r.l~~f ,:,''''':~i~ -:-I::vr",'~n;~ 'ir.~ :1'"\.1....,.. " ""r;"';':'.;;v hc!tr: Tr't't'?n th,.;.. clamping bolts to achieve cO!",Jr;tf~r.t ~(:T p"3'::sic'" D. Pipe Clus1en:; l.nr.~ i' ~~; ;~n~tl,: ShrJik;" ::1 ?e:r:e-+:-; -:~_('Ir,$: ~ 1. Fabricate penet'"f)11 pocket, Ie ..Ilow e mi" 'm~m c"3arance of 1 " (25.4 mm) between the penetra"'''~:":" ""I ,," ~ldi', 2. Secure oer'l,s":r,,:"',c,r\ ~:,;::-":~,,,:,t.~ ~1..;:1 f!?:~h ~):or r-::: "f!: ":':r"f" 0.'!!.~:!~. 3. Fill penetr~ti)r: p(11('::'--'~ts w;th Fi:E:;;::tonf' POJL:lble SEk:ler and mound to shed water. Pourable S c.~:t.'~.! 1....1 ,';:"'; ", ~ J. f"l",,"lr'1Uf"" "":'":? (I: 1 r'1'-"': ~ ,'j~~;r !I11rJ ~" !2E ./'- IT n) thick around the penet0',~I""', E. Hot Pipes: Protect the Rubb2rCm~ EPDM cO''''pt)ne'1t'3 fo'npn d\:"?c1 ~1)r.t3Ct with steam cr heat sources when the in..Mr'-",' ~"''':":!r.''tllm ic i 1 exe"'ss ,,1140 ' F (60 'C). In all such cases flash to an intermed'ate ')~- ni" ~:I",1C","~. F. Flexible Pene1ri,tie~'" Provide a we:::.n'p:;l~"'- f~~i:'~'9!le:: ( ~ 1't h 1 \'(,j~..~' r'~lrl'~h ." .'ic'1 ';,nd ::'e,:',f:'~d t? ~h? deck. Rash in acccr~;:""- 'JiI'!Yl \':';l"es\c'-c;~ 0etai:~. G. Scuppers: 1. Provir1e ;~rr' i:l~-;.:;111 a :1:::'/\' v!Clj :;d '.\';?~0~d~;r.t '?k:e\r'~ 2. Se~ welrhd \'.';?'-,j"':i':,!'!t ~~'~ar)p':,~ P'. \f\l9.t,-"r ~<<:'( ~',€a' :;lr:d s.eCllrE~ scupper-to the str'...1ctur e. 3. Flash ir ?L'" ~-:.: "~;r., ~"I~H1 Hr::~,t, ,re. D;~:,i'-s H. Expansion ,.led" ',,;: Install whers ,?~::)A;,:: ;;'d ';,'/ ::'.~: ::"'C .'~'c; (~?,':~JL(;: ;,"\Sl8.il t :<pans ion jc :nts in accordance with Firestcn9 detall". I Nul~;- Wt':["~~;I,::;:i.;;~I'~-~~';" "~~~; ~~.I: :;'~~-~;:';:~\~~~~lA:o~ITI:~~FERTO II THE 20-YE.~,R ~,'1':,' ""., 'A:!Al,..c' ',,'/Hle;, Ai!!;' P,."'I ,)FTHIS MANUAL --.'.. ,. -.,.., .....- -.. - ".-...--.. - --- '-"',~' ~. ,- ....,_...-.. _,_._". r,', _ _ ._.___ _ ._._.'_~ '0_ .____.._.. ,_________.,. 2.16.1 FLASHING -Wf!.l' l,'~ <:..~;; r,..;~'!:: 1-: r~'(,~,'; ~ b::U'lP.',EI',]"( Gur:GIS, Si()'Ua....JTS, ETC. A. Gene'al: Using th(J lij:,~-:~' practj,::~!, ~'~_,,-...: ;~ design"r. IS. Evaluate 5u~":' ""., See crart il"l r,1.-1.;, ,~' C. Install Additi,.," ,,,: ;, :",. Refer tfJ Sectie"'i ::.: ;' D. Prcvi~e T':,,~"'~' i :""t...,,, Provid'~ te -r'1i12 'J" .~ ~ -. '. 1 ,!.!- '. ~_" t~ ""L; L(;,~;:i,W~ :~, !LI~,~t~ ,'I[ "~l'j: :':", U~i!;"',-2\l~ln' ::~::'i; Flashing t~l. ;l'~.' ;:"li' ,J.S ~,'~:'lf\cj:J1 the project ,.... : --~. :,r, ," " '~::. '>"' . ~ ' ;:n.:J 'le S! ~::v l'er;1E;.nt :tll::'"nt.s, p~nt~trati::>n ::, walls:! de.; jl~;,; :'; ::'~ -:It'81" ,....... I.:. . 3'"',)','ir1 !i' C!.f:~lt).,e Details_ f-: r-F....:;, _'\llC:U<.r ::':lItln lq I:: [ut<.:llffi U dlltt"~ :;It \.l.~ U'C' .. ~Jr.,~s:_n..IIIIIIII@ ....,~. ,.'it, ""I'""". 1.1... ~il.'~~.'."" ~"I'-.."'n..r:.. ",I'" mr ,." f' ..,t.! r: . ""[' . I''''i''. '.1.;. :' ~,\ " '" . ' ~':'...>.'In 'i\l1! Ie '. I,.. "". " " "" ,J '. i2/05/2002 08:56 FAX 3032953350 The Baw:m CorporatlclJ 1Zi018 E. Provide Intermooil,te A.t1J>,~r.mel1t: Intermediate attachment 'J' membrane is i.gquir8CI at 36" (914 mrn) intervals in accordance with Firestone Details .li'~S'" 1. The wall surface is smooth Wit',lOU: u),i;;eable high sp~t" or depres3i,~ns (I.e., plywood, poured or precast CO'le nte or hollr)w coore block or masonry walls where mortar joints are flush with m2: .)t;, ,;:~ I"~"'C~~}, n~[j 2. me termin8f<"~ i,:, ' '~'~ C'~? "'l"":~"'''':in(; ti!v. Baror tlip.rnbnne '1a~, be-er hstalled un jerneath a coping to the Ol:\~;;(::: ';C!g~1 ~/~h(: '\I;\~'. , '---' ' 2.17.1 FLASHING. GRAVEL ,3'1'0;<, OR fi.;;Or ::-~ GE Iljr:T'~I'_S A. Flash grav.el slops: I ; :,A ."le1,,1,. using nrssle,'" Cukll:Se"n1 Flashing: 1. Clean the Menbmne ;H,d ME!'lal ':',~;e: Remove exceU"; T .',: . '. i:: ::~,~~f'1'; ::lge-."It h)' ct.J':" i.~\::~' Cluid,P'::me F ius to the metal edgh[ ?"-,.-.I ,( n':'.~ ~ ~:5 d~~T 'jbed in F1restc1~ ~";pe,:;::ka:':ic.r13. Allow 'he QulckPrime PI'JS, '.':, ."", '.,-off. 2. Apply OIli<,'.!;~;'I:I r : .-', ":', Place the roll c'! O"ic'<:;,'am Fiashiq; or the '(lol a few f",et ah"ad c" the appl'cation startin0 po.r,t, Y' r. ,,. .I_:t i .. '-'olls fc:,' ":, :", ( th, "," "-II~ase paper will be on top). R"'i11~' ," .,.,,: '0'''" "I,.~ ,. 2' (.6 rn 10 .9 r') ot .<':E"'o s.) .,E! ler and apply to the metal flange ~ ,...-f p, '~'.l' ~."s :-.1',1 !,!'!r.; '-;-1":::'rl0., ~. ;~~,' :,:..l:~:::TI":~ ~r 1"; ::-= (:'ll-'_:!l'Soarn F,:~shing a minimum o-F ,11 (.?~: Ij ,'.""'" 3. Roll the Q:(icl~e'ln 'O!asUng: With a ~~ll7" \1" r." vr; /,'"", t"',~1 .:1'.....', Wldr C7:P:-,:r~ !If.:' ! roller, roll the QuickSeam Flashhg tc i~~:::L:'r,?: ':"l"':,;-'-.....r adhesion. ^dcUti,~m.?l1 ,.lt1:E!~t;Ot r!U:!;~ ~~ g:'IEP to fact.ory seam ~ntefsE:c~i(1' ,~. ,', "'r",''''h ;'.-~": if' r,I;~.,., ~ Special Cr.:'.1S11.h_'~"~"'~~'T; (~-"'~"/ L ''1';- "T" .::.::;-fts~ g!,~.': a. Apply fj" (" ::r:', ~~ ..'...~; ';'" t,. ~f () ~:~I-:'S';.~"";" j::'!t,.-::I"Ii "i'! (' (".!, ,~.:\,j::-..:~.r'~r Joint Cover or 6" ,,6" (~5;> . ,'". , ~'2.<l .,.,m I F'orml"ii,s~'O Ir'9 ;,",d" "rig" of the Quic '<Seam F1a3h:nt1 :'t Y' '",' 'f' .~::-': (P,'"!fer 10 Details), b. Apply (," (~'.''', ~t " ,~,'. ',~'''~;I'' rf. () 1;::kS'::l~""~ F1?S--"1!-'~ .? n'.:k:I-:,S~;~m Joint Cover or 6" Yo 61' (1 :::..~ ,,,...., ;r ;052.1 fTIrr,\ Fo~'rnr.li.l,~~ :-::t:;-n jnt~r::f~r~:~'i:1'3 ~I::;'tI!\'e€n tt',e Ql.'ir.kff'a 111"-," I, ~ _-:>.,~ F'1H ~'f')rf~C}t:"... ";?2.m<:~ iP. 'fer to Detfl.:ls). c_ ln~'(; r"l'"\oj; ::-,';" .; ~-~ ml': '.; .~ifOp ,;~i:1 'T,?'-;r,t' !,",(!\' ~<lr,:if>~1 between the laps in the -';~,et1: ,:i'''"!'''.o:' ~::,-"l i'. ;1>1:;, Jf D:~'C"'" ~f r,,;~(,,~:c: rn '::':?c;I~~'I"" m!Jst be:ipplied over the;:; 1':",3" J 'd"''; t:;e :Op ,if t: Ie gr::-.'-I:,I sto~ ;':l.:,_~ " trq~: ~riti']J (n:plrcatlor, of Qu~ck~~ l(,~n . i::"'l' :; ,,,;, ~.~. ;'r-n 1:::i~;)6 Ti'8i::'ment shalf ')8 appiied a': the intersections of~;,~' ~.T' f;'., ;r;, ':~,,"~i."""',::. B. Optimalll.r!:1jc'.,"'.'c' ,. The or:~:n1.~~l I!;';! .-,', (1' ; "'<f';1r' !:'? inr:; i~, ',rr-:.n " ~' '-'8 ITlm) rr,~~~:=11 flange 1$ being used. Tniz 1;:'1' r.. '1' t ;",", T' ;r': ?" 't:;' f"-1:' .~':" ~'!'i' 1 . t:~,': nl: I': :'-'G3.'d Membrane. with th.~j ",,!'Te':- I"." 'F !N'" ,<. ~1e!~":~ ' ,,;nrrr~ :',: l-., '-r, ;:''': ~'j "'f' "netal f'ange. 2. If a flartge i'-:I\:' ,.;..51',11) '.: ~~'ed. t...,:~ :;"ll"1t;:. '), . E- F','~C'l rn~;.r;1: ed~Je !"'lust be flasher! tl~~;(r:: ,"\" 'I' 1 >.1 '::'-,:;'1;1.,':' '0 ('~_;;.kF'i'lm;; 1:11(,\;, 1\ :<ddi'::Dl'l, it i::. recom:--"~r' ~Ie( :... ".; j~ !';"'~ '-, Q li':L:S€lE'Xt1 3DPce Tim: :::,~ pi?F:F.'rj 'P the sher.t metal laps to 1;:,',:; :'l',IILs "l-::l;j,' ;,;:(;q0. C. Special Caf~$'~~el''''t: ,~":ryrilf' .:::J:~"r.~r Copper m~y h,,-=:, 'f,',"~'~ ,.: i -<I . "ir, ;:~ ,I + LT;r':' '( (U-:"~'.', ",;-... :1)2kro..s 3r'!11esion difficult. 'P19~€-;':'i"'~, (' ..-,.-j.- ip '~"'U<':. .~.~~ ';';;:;'!~1'; .wes..: h;. C',r.'p6:rsur13.ceto receivetheOri'''< ',', . 'I,:,-,~:'np 'C: .~.,-'.,~i'~2" ~ ,;:':~"~'''rtJ::' ~~-rur.h;gr:with acetone or lac!' 'n' ~:I.,' ....; '-; f ,:<1:.1" ',~'~"I:~~, ~>; :;': ;A!g '-:-,e.,-.;:;: '..::;t~~li;.~ior' is recommer:~rc ':", :" ,', :,r",'r CO'~ ':0'<'::' r!ac:.J 2lftGr l":~"'(~;: j3 -",,~acI-8d if caTe if taken not to allow th9 <.~-: 'j'~'" ~,~ 1,' '..:Oilta,:.l wit! '~;-.~' rnel1"b-C-:1.18, Aller the cleaner drieST applyQLI;c-.~~r=-"" ';" ~): :\,:rJ, '-";; , r'ln~:~~,l'q t-....~:r j:.:j,',:.sr.,"'li! o.:,(..'8df,i':allons_ " \.....,.. ~ r1AJ18 IIIIIII....~. ',',....,...'..rrJ"I.:;..,.'.':.',....,:I.." "':'\",."""I:~r'" ")1' '" '. '."'f"":lm'."i:';f 'V fmm!!r~~ .'1"', .. 11:~f,~~:Ji~.lt~;~'1~,'!~~1;!i.'\\;~\.;i,~tUr'.~~i,~;:~f~'-~\(+1fiM,.~~1 , 'J1'jrC"Tnn.>h lfl lorn i2/05/2002 08: 56 FAX 303295330') 1Zi019 ___.--.IJll~-.1~_~~_l~n CoryoratL(~E. e . . NOTE: W:'lE~IFt3T;~,L'NG;~ SYSTEM FOR A 2C';Yc AR 'NARFIANTY, REFERTO THE2o-Y,,-l\R r I'S"',;II DI,o.',L.s';JHICH M1E f'i,;;n OiF~'i1IS MANUAL. 2.18.1 MEMBRANE REPm ' A. Repair CLilsn:U'iC,t'J:."!~ iin n,c nlembrane l)rWrlnk:le'> Wi":!liIM 1Ii" (458 mnl) ofa Seam: 1. A wrir>kle PJ!'!~~!r.~, 1',>"r.J~Jd ;;! ~?-2_1TI or within 18" {4m:: mm) c} " S'eam must be repaired. The '/',r"!~; ~ J';-' 1, '~d ~; 't :,,") ~r"B~ t', J 1;~8r!,t-,::1:,t: I.f;,)!) l'rJ l1i.1j ~'-ltch(~lj '.,\:ith a piece ofEfl)~1,r:,:_1 ~_"I' D" ~ ;(:,"'I)(_'.;~""L.; f ;'.':-(':e'."I_~a.~T1jn;.'n.lmof3"(76mm) beyond the ;:ol,.:~~d;i::'i'3s ci 'd1~~ t~ut in a!t direction:;). ;; the wrinkle occurs through Quic~S;!a'", 'I" ;i'.'~ 0' I::OT'.,l';Iash, lik,' matE(,d' '1St i., 'JSi'd for repair. auick':~a~ln j;;i,~;:h;r' ~~ !ir ':'urr 'iFl:asr rr.a:,; t'l(l'; ex-:en:- :)Il( .t'.!€ r'of surfa:e more than 6" (152 r",:'il) ('::..!~:-'(':'(:-'\r';' r.:l. ',~;Hlf\:~ 011 F,)P~,-'=~"".Si-' "::~fI. H~T ~'; ~)r~DTO REPf.,Tl Ct!:,~:r:~ I' '1F:\1~~PAN~ If re~~F1'iiil~ '.1f ';I,,~ ::;;,I'l:: l,','ri:1!t!e must continue. then EPC'~':--, "",",:' i 'II;;~-~~ -:'J"'" ~',"~'__':~~if'Fr'r,~_:r_~ "I:!:r,l)r;:~Mfrr;~,a"dround a~lcl~:j .,-,,', ~". 2. Re~.a,:r a CJ1~'" :"c"I"e '" !!", fOrN.' ';r.i~"..:r"'.- v,',~, F:rm.1 me,,",~raM, The repair must (~Y.,tE'f1r: ;. I':" ....'I~!"I" "'i~ 2" (7.5 nm} ~eyonr:f ''''f 'IO~Ir,"'1.ry 0ftt:e affec1ed area in all direCt:; 'l! i~...:: "~':: ' H "()j.' ":;Ol~:: j t1t:i ~':'r~~l_:r ~ iR(" , ;'J'f":~ :) t inhole will require a m'n:~T':I-r I;''' < f"'- ':': '11",!":X 1rf? "':1r...'~ f'pr)"" .~~lj~':r' B. Clean t~-~ ~..~et" ,;',:':!"l-~!' When r.:D"";"i"" 'r'~" ""l,C'f' 1'1"$ te~~ it, e:r.>:'. . I' if' I'T'~~;~~:'''V''c ~f""":'Ve accumuli'~"-'1 :~i".. ':'"1.."", r ~,,,~:,'''I:--'~.l: r~:"c::'~l.~i~n l,? "I~ :J? ";:"~i:kting the membrane with a scrub ~nl'?~ :';\;'\'.'" V ":\"""". ~""Y ;' ',',";1:'-':-1, r':P3i:::; 'l/~'1 ~1':'2~ I'ai.:;;-~' ~'.I'd ~ry:r'r: \~.:;n: dean cotton cloths., CI:1,,1-;' :;:,c-,'- :..;...:,) :*Je :"r : ()tt,,:,,r c~,:,N'?i Wi:;' r:" -e~'~""-:" S:::'lljCB VVi;~'3r, Additional cleani~~ ".1'. ;~;-J r ',',-"-' .:.~ I ''iy~~ i 1 ("ft:.. ,,?I....:' :;~.. C. InstaJlPr!,;f'l,h :\.,,'J-';';'" Repairs M ;t c.".. "",i"> "',,-1,:,35 SPliCE AOhe<!",. R,el'" :.0 lee Flashing Seam Details of this \'T':''''I' ~8.1 ~( '''c'' j' :,:~"::"''''?'~:~:'-'il(,''r:t. ('.. ~I')'~r'" ~ jV'_C; \'': NOTF::: \lYHi,. t", h~: 'l,..,'.HI.;/;.. :~-(I-'\'r.J~'~ ~;HI,~,!:;,,;>i,:';G!P'~~ ~.'ty'SrEr" AND MEMf"'1A'~ :: '1""::""~~ 's !'IH:.C'S!"Aq,' .l\ SECI-'N:1lJIVF.Fl OJ; ME.MSqANE IS REQ'.i;~Fr h!" .,~: 1"-1"'.,:,;' ~!::".';'f', r)IF'" : '.)L.,' ',1) I> MINIMUM OF 3" (76 \':.';)" \: I"', ':' I :',!;UJ 1,1'::'11B'~.'\'J;; I.'SHV!; ., I'Ll,;" AC HESIVE, FOLLOWED BYT" '_: ~~;,;' t I .'I'~; ;,.~:: F ht~;~rJj ~J';".i2--' F'~'>I'fl~,~;N 2..19.1 TEMPORAp......-u-:,'J t' '",11,,, ~ _.r. f\r,:~..,.I:I,:.',,'~;-;,~:I~..1 d~!'-:. Tempora;;! ('J.IJt..~:,' t, new roOf~1';J ....'1 ,~. I- terminatio:-:" f_ .', "';' cond~io~ . .na' 1\; 1,,,, , .~, d:"'Y \:;01",;:'(;': I'~,; ssction of the (' :,r,1[)I,;Jo'. )1 flashings, j( '~(; prc..'\';d~~ cl watertight " ; J "1, ;'1 <,i:~r,j .;:; :j,)(.', r,tl (I ( . ; "i: 1 ,~'1 ~:,: ':E ":._', ~ _~ '.,".;5 ; , ~ ,',\ ~':'-,:;, Ir' .. ..' ,e, 2.20.1 ACRYlrfOi~ ~ f ~..' t, , AcryUTop pt i '; : '1 reflectivE"". '" to existi:- 0 ' '" Should tle ec r.' inspected b',.., ,,,-,,: of repair pd,:..\ :'1 b- l~ !,: <, -. L.~ I:" '.1"': (-r "~"~,.':.ll:rF.; '-,.!'a, " ,-. 1.:" i , pr -1:1~. 'n' tl;;;,p~lied . \' ~ IfIb-:tJ,:r ~ lifs. ~;i.:::m should fkst be J~ 3 .~" S'[-;Vil itself is j;o,)t in need "I ;v' .:; ,~": I I ',~, J y' ! ~ I' '. (,t., 3. ~ I;; . , "\ IJ \lIgu:s1 '::uOu I \ d 1 hllerlm II d..u's ::It www.firt:::tt :, ",: ~r~J;'~~),f;:];'f(;';.-: ..,.. -~~':11!~~1111111l1ll ~ r.,., :lr. \ ,1,' J~' 'I 12/05/2002 08: 57 FAX 3032953:J '.:, .~I !l'El.:.:~:J. C'A'~)Olat1_L1 1Zi020 Refer to the TechniGal !'1':: n.,'!n:. :n She 01 "nd Materi,:! Sdely D" a ~"""'JL,'Jr Acrylrr"p PC-100 and MembranA r ,"ih'. ',cr a;:jil'cn..1 inforrn2t',:m ,ye ar'Jl.e<::.'., storage ami safety, " '----' A. Clean membm",'~, '.'" 'co' Before a:1::lilriL ie ~.' "iif0p j>C.' :',;, r"E Il.ibb ::r(.:i!~.':i n,~r. ::;~'-:Q mu~,t be cleaned using Fire'it:lr:r:';" ~,''(~!''1 ",:;-:no F e1i'1:,;:t,. !';h~E,': th~ In:>~ c d:: as ne::,ded v, :t~l a brOOi11IY !;~,:,:' ::i ,..,-1 'i" :--:;(:~j!'~\I'~ ~.!.-.-/ 1';P\'E ;; ~,~ 'n:'):, ; '2G';- .~: r'l( i:'~K, 5\:LII <!5. ston$)s, :-:r-J "'C~-l \' 1f !""'':>'':-,ri: p~ ::,' "f;:~r ': :; ,,;;,:,::" ,f ~O(, to .f5;.Y.J ':'.q Jare feet of memt:ruf,9 ~,Y:;nt~l: ;~, '/ 9 sc tn t: 46.5 oiC!. '.'n,,: u2in:~ (;, ~~ ~:: J ~a!':m (7.6 L t:J 11.4 L) agricultural lank "pi"),"',' anu clio" (;J dry 10'" lo"iO [,,,,ut,,,, (application ra::es may vary depenrJir.g :m~'" r'o-: ""cs$)flhe membrane), As.,'~r', that tank sprayer has a pressurE. \',("") (;i','~n11,",1".,::;' :,'C~ .;- ~~- i,1 '~'r'ithcthersurfaceS. Using a ";>{':\"'): ,r, ':,~~)j ""7:.td:"7~~~I';-'1)r)",',~;,,,-' -''')':F,~th,~r'!I.\':;k>sa mjnimll-'i!'-'12:,!~' l~' 'r-~i".:fl::! "';:r ',.,'~~ lrl(:i\ .,"T-'h'<- :;'1ifj;.5t,,-N':.Jfrom thed!'ah~ ~';,r' ,.r Ii r b;'l(,' ".,,-"~'rj~; tl'~T_ ~. .F' ,--.,.., " '~~~llf:~('r'-'r'1ssure washir.g::: '-'::'11' :' ,1':(. :'::I,o_<':'.,;e r:;': ::<:si:,g :;" (I:r - ,=c~'l ~~ '~'U:: :;I.~:;.' rerHa:~"1. e-"jdi1ional cleanir~ ',,"'j,11 t');:!):1 ':~ : (r'; '. ,':;':._ ',,~, r:";~IJ'.~": >~ '::::;,;.:1,',;, [,to .. ::,.! '-:;w !~~e s';']r"1? wand to be closerth3.n '? ir;~h' :-: {304,8 mrrl~ from the membrar.e to ?reven~ damage: B. Apply Ac"'\'U''V'':i:'' p, (,,:::iI~~v;:'l CCI~t (n1*:"" ;-.o':Ia!li"~I,. "t;,,,',I" "~i1"'1~ f) roller applicah ". After thi~ r'l ~fi: H' . nri :~d 8f':',r h Fh~ c:t( ,";;l ,:1 ~1"\'!.Tr~'~, :-~.; , ., i)U\:l$e (:() ~t ~+ a rate ofapor~:~)fh:,~t~",:; .!E,{:; :.& (id,-5,:.';' I.i~r:.'~l ':';;';\:~ ,'d~:',i'9,z'~-)/g-' (9.5(mn)f-~p,.:-. ,,,,d' ,~I':~'i~;I.::.L;.r'8jnl::;!I::.ni'" :?'~ ';":\tSiblr~:rli6(lg,.,the base cr.;..;.~. fJ..IJI,;,';' (Id::;,::. ':,:OEl,l.:, C'\I ~i'lc~r"A.l'Jidl/ t;Ptl0!; 2~: P:'I 1'1 il~e A..crj1i'lo.) F'G-100 top coal. C. APP!Y'\I'. j'''-'' 1. ROl.LE'''..''. _ ,i. Usin;J~, ,.. ~ (.. a'1glet I' , , (18.~:: ':;C! " ~ r ' Acry:n~~~; ::. .. mifsl()h 2. SPR'\''t~.:R I",PF' , ,rll"I' O\(~_I"';""_P' 'I"!: Sppl'~lX'; 11';'" '( IT.iI dtl/!l '" I, ilL oe i1?j' "HI':' 011,: c. c ,,;::1:: ,I,. :.:j)' ;~" '" , .... ::-C,i;JI/-,~; S'l ,~ 900 '. ~,~';;':::.: .L>deet /': ':C\((~: i;:~::: ~': the " \........ ~ ' ."r:~' " ,-; fl'" i'-. ',",..::: 'j~,t! r-n~,' :f:':1 t_\ >! ,~~ ..~L \Je a !:li"';!'I.~m of 10 I"~~\l; ; ':i ll_:'~:_;-?' . (\::" ,"--r.,J:-'.-,;' r' I,n :~,~:~,ratE'u1 ''''n '~:'::~:"In,"':~ ::1::1. "I; r: :flt'I" t.? 8;' . :'C"-!I'l;:ng 1""1 ~ 'l1i'l~mum'O I'~ r!l aE:~, '0;."," t'., [' -.~.. 1'f '!~(ii1r:'im';!\Oshall I'" '--;~,. .~. d ')i, t',;' j i) " .'ili~.:5 I(!')B I at a rate ,I; }>. ',,' U.'. 2.21.1 ROOF '^"~t..'!"'""s. A. Lay (llJl.~,.." 1. lr'.,:;.ti:d ,I' '~CCr:'.d' t. F:Ut':)I~I'( .' 1 Rub'oer(~.l!l.; 'J a rr.'::<I~.:i-' ,;'~ .)f ~/ ; -' .i" 2, IT i:"!,':,::": ~. ,Il" .;",.;;':,,,; ,0 ,:'i.;;'tl~,,1 ii,,:;':.. ,~l;';J I-;! .~. ,r'.I,':'; "IH SJ I, ;';''?:';, '..l,:,< ,": .\;':stone i. ;'_er t.: ,. l:,!' !pleted ",11" ,:'3.; mm) and ':2,11 :.!J,d. ,d Cvt:A' f;c1~;-fabri~c_:,;:d ~3eams \. .{ O'~'E r '.:....'e seam , . . '8~' ~, .~ '~r i! .lum of ,,'~ ."t i,,'I,1 'j.' ol.-i ....' \~,:i'>, C'lliE-i' ,Co or.:';:;.\; :",f "1(:-< .). \'_:::1.:lc'/cy Pld~ r,irJ:;t l:-I'~l 1ft: ';~,! ; : ....r; ~:. '! etl:-H' .'\1 " 5'"' ( ::,'o~ B. Abe,t" t;;'I!',~'i,jJ ; ,,: 1. 'Cler.l.1 1;h lot: Clean I'.' ,.~ 'le,,'. ..".....h.:'c~; ..~,'-" 1,(" ",' 1.~' FH ,', :"r., 1.1 '" \', f';;1 :';( ~. f - f.'." :'\. ,j;'l n"';!;; '.t.! 1 ',::: '..luic:t.l:ifl:arnSplice ""'tb;8J_::!. L ~ 1111111.... Riir.,L~ll:,1 , " , ' i., ;!~ 'r ,) 'j .JL...., io..l.L "t.l J' ,. ,..,-,1:f"'il!'tIli, I,:' ,,!.':, ,,-;~:f] ,,' )1) ~ ;,i ",_JJ~";:'/",..t.l~ lJiJoil.,,,,~'I<4i ilro:~t"nd) 0:) ("m "--' \......., '- 12/05/2002 08:57 FAX 303293:,: .'.. .2. P;~n':f.\':: ',11: Rcr.:u:nc, :h; and p ::~le:~ i~ ~ 3. Appl~' "res,,,,,,.,,,, W,uk 01, 'Iw !. 2.22.1 SHEET ME'T,lI I.. .JICilll< A. For spn"::;j-i;( i!'.L)"'l; j Guid~ ..r", ct B. For sh l'!'3t ir,~;t:;( i.;: ~ rec.U!rcrnf};'~; ;SCE:11 ';';j, ~1:;"H C!:1 C,Jr::?o!'a,;: 141021 '"l t,.. i. cl(~e ::1;'1 'T:",\'l th,;; " ;J( ~;::k")~' lC Flu~;,_ ::ad over i;!~,.S; in :;.jf.ca ,3.s~udng proper ,~d ieson ::;":l~.::t!','n S. ':';:' ~ F.€:~t:)I' E' :::ih:. '\:'~' !J" : ;9'~::IY", j '+;i~' ,'''"l-i :;!.'r'~"Jl !I"I} by ,- ,r!'s"Cll'.Io-.-, r:;::l;o' ntl'lJ ['0: ~'n :'i3~;I~llu ~Tj ,"( U~l' Of. ~",::CTiO"'1 '\\1 ~ U ~t :'IH'U l"ldUll C ,d He\ .j[ .~l\'''.fir L{'I~' '11',1" .sonn: ill~"m.!r'C.~ll!l"i';:"1"!'1Z!lllmW" ,'Ii, i:l;I:":' '~''!''11 :;'~~I": I":':'~' _~~llf:'ii''tf:,:'i; '~,: ".,....I!;!,(, , ,."" .,," "."I..._,JJbJL ". : "oL I rl-!!:;'( to tti!~ :::.I~;fem Design ':.' cLll~>(tIC'l S:10 jrI3t,-.il,).'tli)n ." h~CV:-,tL"y standaldL :-~!;r }n,;'j~I~."!II..111111I @ 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: 14629 Date: 10/14/02 Property Owner: DAUGHENBAUGH FAMILY TRUST Property Address: 4240-4242 KIpLING ST Contractor License No. : 19858 Company: Daughenbaugh Construction, Inc. Phone: 646-5185 Phone: 303-646-5089 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 ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNED DATE Total: $50.00 $0.00 $0.00 $50.00 Use: Description: DEMO OF HOUSES AND BARNS BUILDING DEPARTMENT USE ONLY IfninlllOnll'll'll15m Approval: Zoning: ltuillJllllftcoiillW'ltjJ,: Approval: OM SIC: Sq. Ft.: OKAY PER ATTACHED ASBESTOS REMEDIATION PAPERWORK I"liIBWQ.-.mi'l)l!IIm Approval: Occupancy: Walls: Roof: Stories: Residentiai 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 (8) 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 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. (6) The issuance of a ermit 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 th u ing codes any other ordinance, law, rule or regulation. ChiefS - 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) APPLICATION Building Permit Number: I L/faZ- c; Date: Fft'{. ~D3-~l.\b- 0l'6S Property Owner: Property Address: Contractor License No.: Company: Phone; ~O 3 ~ tit -5'/ g 51- Phone: 30 o8'j OWNER/CONTRACTOR SIGNA ERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do pot 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 (D.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGTuJ- /)~ /0/;1, Description: IJ~~ Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: 5D.OO 0,1.- ,;.., .J-Jr ~C/ ~ ~V!JtLI~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: 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 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 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 amoWlt 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 ifsuspension 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 Inspectortwenty-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 e building codes or any other ordinance, law, rule or regulation. 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Vl~~ )~ ,~)~~ )). ~1.~).i\!.)),I)),1,~~),\' , THE E-QUEST CORPORATION September 17, 2002 Janet Daughenbaugh Daughenbaugh Family Trust 3900 County Road 114 Elizabeth, Colorado 80107 Re: Removal of Asbestos Containing Building Materials at 4240 - 4242 Kipling, Wheat Ridge. Colorado Dear Janet, This letter is to verify that I (Howard E. Hallman, Jr.), a Colorado and AHERA Certified Asbestos Building Inspector, performing as an employee of The E-Quest Corporation (hereinafter, "E-Quest"), inspected four (4) buildings on the property at 4240 - 4242 Kipling, Wheat Ridge, Colorado (hereinafter, "subject property"), performing asbestos sampling in compliance with the requirements of AHERA and Colorado Regulation No. 8 in June of 2002. I subsequently delivered the samples to Alpine Consulting, Inc., a NVLP certified asbestos testing laboratory (# 102089), for PLM analysis. Transite siding and linoleum in one structure were found to be asbestos containing. These materials were subsequently removed by a Colorado Certified Asbestos Abatement Contractor. I reinspected the site on September 11, 2002 and found that all asbestos containing linoleum and transite siding had been properly removed. It is my understanding that the subject property buildings are to be demolished. I certify that I possess current AHERA and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have inspected the buildings to be demolished, sampled all suspect materials (in accordance with AHERA), had all samples analyzed for asbestos by an accredited laboratory, and have determined that the only asbestos containing material (ACM) left in the buildings is non-friable VAT and/or tar-impregnated roofing felt. Sincerely, nW < ~ / Howard E. Hallman, Jr.1 26 South Tejon Street, Suite 208 . Colorado Springs, CO 80903 . (719) 473-3385. 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"'- ~8 . .~,';~ ANCHOR ENGINEERING & INSPECTION, INC. STRUCTURAL CALCULATIONS FOR Kipling Street Retail LOCATED AT 4240 Kipling Street Wheat Ridge, CO PROJECT ENGINEERS: REVIEW ENGINEER: PROJECT NUMBER: Mark E. Curry, E.I.T. & Patrick J. Kervin, P.E. Patrick J. Kervin, P.E. 020509 1045 LINCOLN STREET' SUITE 306 . DENVER' COLORADO' 80203 PH: (303) 783-4797 . FAX: (303) 830-9133 BY: Mak E. Cunv DATE:9/13/2002 JOB # 020509 PROJECT Klalina Street Retail CLIENT PWN Architects. SHEET # PRELIM FINAL OF STRUCTURAL DESIGN ASSUMPTIONS Building Code: 1997 UBC Wind: 90 mph. Exposure B Other Assumptions & Information: Roof Design Loads - Steel Roof Dead Load WI. (pst) Roof Decking: 1.60 Insulation - 3" Rigid: 2.40 Roofing - Mech. Adhered: 7.00 Steel Bar Joists: 2.40 Girders: 1.50 Mech. & Elec.: 1.60 Fire Spriklers: 2.00 Miscellaneous: 1.50 Total: 20.00 psf DL Live Load Wt. (pst) Roof Snow Load: 30 + 30 psf LL PROJECT: CLIENT: LOCATION: Kipling St. Retail PWN Architects Wheatridge, CO WIND SPEED BASIC WIND PRESSURE WIND WADS ON MINOR STRUCTURES 90.00 MPH IMPORTANCE 1.00 EXPOSURE 0 DESIGN EXPOSURE C DESIGN EXPOSURE B DESIGN ELEVATION COEFFICIENT PRESSURE COEFFICIENT PRESSURE COEFFICIENT PRESSURE 0-15 1.39 37.5 1.06 28.6 0.62 16.7 20 1.45 39.1 1.13 30.5 0.67 18.1 25 1.50 40.5 1.19 32.1 0.72 19.4 30 1.54 41.6 1.23 33.2 0.76 20.5 40 1.62 43.7 1.31 35.4 0.84 22.7 60 1.73 46.7 1.43 38.6 0.95 25.6 80 1.81 48.9 1.53 41.3 1.04 28.1 100 1.88 50.8 1.61 43.5 1.13 30.5 20.8 PSF C q = DESIGN WIND PRESSURES vs HEIGHT 1.30 WIND SPEED BASIC WIND WIND LOADS ON WALL ELEMENTS AND COMPONENTS 90.00 MPH IMPORTANCE 1.00 PRESSURE 20.8 PSF Co= 1.20 EXPOSURE D LOAD IN EXPOSURE C LOAD IN EXPOSURE B LOAD IN ELEVATION COEFFICIENT POUNDS/FT. COEFFICIENT POUNDS/FT. COEFFICIENT POUNDS/FT. 0-15 1.39 34.6 1.06 26.4 0.62 15.5 20 1.45 36.1 1.13 28.2 0.67 16.7 25 1.50 37.4 1.19 29.7 0.72 17.9 30 1.54 38.4 1.23 30.7 0.76 18.9 40 1.62 40.4 1.31 32.6 0.84 20.9 60 1.73 43.1 1.43 35.6 0.95 23.7 80 1.81 45.1 1.53 38.1 1.04 25.9 100 1.88 46.9 1.61 40.1 1.13 28.2 Anchor Engineering Anchor Engineering & Inspection, Inc. f'vVN Project: k'/Oll\r:;; sIred Re.f4i1 ( Job Number: OAO S- 0 9 By: !11 c...-- Date: 7/ :;J,?,/ o:J.. Page: I. f+i-t-I-~ :' I . 1 . -4. i+-Li , . ',' , (,,:::. -H+, =iJ3tf" I, .,.: ,_1. ~+-H~ tt+ '+i-f!- " L.Lllil'JI I _ I ;..iH' ',., i '-+';lI~' :;. · i .;-c~ 1 .. ,1- + 1 I' ,~.;, I' . '.1 r~!tl : ~ ~tFt=t+ ~ II 11ffJ ,iH', IT Tf- ~---r--t+, ." +-r-i I-r -: i i ! - Ti-j-r- j-+-!!I I I! ::: f+- rt-'R; 0, 'i 1-+.:, '1;'+- -j +l.tt L f-I--f :~ ,+ ' ~~ ';I+ ~ fi# ,T '.'~.', ,L, ....... .+..: j -.;~ +-.f.,..Ll r -I .~I.t. " , ~ ' I I I) I' I +1 j I.J 1'1 , r '--mf>d ~r :t.: +----.1.11- - r~1 -;--~-. , -- j ~ - , --t~d\f:frr'" -~-j- n, ' t ... . 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Rev: 550100 u.~ KW-0604162. Vo< 5.5.0. 25-Sop-2oo1 Steel Beam Design (c)1983-2001 ENERCAlC Engineering Software Description Header B along Gridline 0 Title: Dsgnr: Description: Job # Date: 5:20PM, 6 AUG 02 10-1 Scope: Page 1 c:\ancha 'obs wn\ksr\calcs\steel beams.ecw: General Information Steel Section: W16X36 Calculations are designed to AlSC 9th Edition ASO and 1997 use Requirements Center Span Left Cant. Right Cant lu : Unbraced Length I Distributed Loads 24.00 ft 0.00 ft 0.00 ft 6.00 ft # 1 #2 DL 0.651 LL 0.745 ST Start Location End Location 20.000 I Summary . Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.Oksi #3 ~ #4 #5 #6 #7 kIft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Using: W16X36 section, Span = 24.00ft, Fy = 50.0ksi End Fixity;:: Pinned-Pinned, Lu ;:: 6.00ft, LDF ;:: 1.000 Actual 97.595 k.ft 20.730 ksi 0.628: 1 16.719 k 3.573 ksi 0.179: 1 Moment fb : Bending Stress fb/Fb Shear tv : Shear Stresf fv/Fv Allowable 155.359 k-ft 33.000 ksi Max. Deflection LengthlDL Oefl Length/(DL +LL Defl) -0.770 in 777.8 : 1 373.8: 1 93.574 k 20.000 ksi I Force & Stress Summary Max. M + Max. M- Max. M @ Left Max. M @ Ri9ht Shear @ Left Shear @ Right Center Deft. Left Cant Defl Right Cant Defl ..,Query Defl @ Maximum 97.59 k.ft DL ...Qn!L 46.89 16.72 k 8.03 12.07 k 5.86 -0.770 in -0.370 O.OOOln 0.000 0.000 in 0.000 0.000 ft 0.000 8.03 5.86 Reaction @ Left 16.72 Reaction @ Rt 12.07 Fa calc'd per 1.5-1, K*Ur< Cc I Beam Passes 1.5.1.4.1, Para 1. 2, 4, & 5, Fb = 0.66 Fy I Section prop~rties W16X36 Depth 15.860 in Width 6.985in Web Thick 0.295 in Flange Thickness 0.430 in Area 10.60in2 . .-.-----1 <<-- These columns are Dead + live Load placed as noted ->> LL LL+ST LL LL+ST @ Center @ Center @ Cants em Cants 97.59 16.72 12.07 -0.770 -0.770 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.72 16.72 12.07 12.07 k-ft k.ft k-fl k-fl k k 0.000 in 0.000 in 0.000 in 0.000 in k k -. Weight I-xx I.yy S-xx S-yy 36.00 #Ift 448.00 in4 24.50 in4 56.494 in3 7.015 in3 6.501 in 1.520 in 1.790 in r-xx r-yy Rt Anchor Engineering & Inspection, Inc. 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Rev: 550100 User: KW-Q604162, Ver 5.5.0. 25-$ep-2001 (c)198J..2001 ENERCAlC Engineering Software Description Beam X along grid line A Title: Dsgnr: Description: Job# Date: 2:12PM, 26 JUL 02 Scope: Steel Beam Design 7/ Page 1 n\ksr\calcs\steel.ecw:Calcul General Information Steel Section: W12X22 Center Span Lelt Cant. Right Cant Lu : Unbraced Length I Distributed Loads Calculations are designed to A1SC 9th Edition ASD and 1997 UBe Requirements 19.17 It 0.00 It 0.00 ft 0.00 It Pinned-Pinned 8m WI. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29.000.0 ksi #3 #4 #5 #6 , # 1 #2 DL 0.407 LL 0.488 ST Start Location End Location 19.167 I Summary I #7 klft kilt kilt ft ft Moment fb : Bending Stress fb/Fb Shear tv : Shear Stres~ tv/Fv Beam OK Static Load Case Governs Stress Allowable 69.699 k-ft 33.000 ksi Max. Deflection Length/DL Deft Length/(OL +LL Deft) -0.616 in 798.7: 1 373.7: 1 , Using: W12X22 section, Span = 19.17ft, Fy = 50.0ksi End Fixity = Pinned-Pinned. Lu = O.OOft, LDF = 1.000 Actual 42.111 k-ft 19.938 ksi 0.604: 1 8.788 k 2.746 ksi 0.137: 1 I Force & Stress Summary 64.012 k 20.000 ksi Max. M + Max.M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Deft. Left Cant Deft Right Cant Defl ...Query Deft @ Maximum 42.11 k-ft DL ...Qn!L 19.70 8.79 k 4.11 8.79 k 4.11 -0.616 in -0.288 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 4.11 4.11 <<- These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST ((j) Center (ij) Center (ij) Cants @ Cants 42.11 k.ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in 8.79 8.79 -0.616 -0.616 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.79 8.79 8.79 8.79 k k Weight I-xx I-yy S-xx S.yy 22.01 #/ft 156.00 in4 4.66 in4 25.345 in3 2.328 in3 r-xx r.yy Rt Reaction @ Left 8.79 Reaction @ Rt 8.79 Fa calc'd per 1.5-1, K*Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2, 4, & 5, Fb = 0.66 Fy I Section Properties W12X22 Depth 12.310in Width 4.003in Web Thick 0.260 in Flange Thickness 0.425 in Area 6.48 ln2 -. 4.907 in 0.848 in 1.020 in To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User; KW"()604162, Ver 5.5.0, 25-Sep-2001 (c)19fl3..2001 ENERCALC Engineering Software Description Beam W along grid line A Tille: Osgnr: Description: Job # Date: 2:26PM, 26 JUL 02 0/ Scope : Steel Beam Design Page 1 c:\en 'obs \ksr\calcs\steetecw:Calcut General Information Steel Section: W21X44 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 29.83 ft 0.00 ft 6.00 ft 0.00 ft Calculations are designed to AlSC 9th Edition ASD and 1997 UBC Requirements Pinned-Pinned Bm WI. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,OOO.Oksi #3 #4 , #7 klft kIft kIft ft ft I #7 k k k ft #1 DL 0.407 LL 0.488 ST Start Location End Location 35.833 I Point Loads #1 Dead Load 4.110 Uve Load 4.680 Short Tenn Location 35.833 I Summary I #2 #5 #6 #2 #3 #4 #6 #5 Beam OK Static Load Case Governs Stress Using: W21X44 section, Span = 29.83ft, Fy = 50.0ksi, Left Cant. = O.OOft, Right Cant. = 6.00ft End Fixity = Pinned-Pinned, Lu = O.OOft, LDF = 1.000 Actual 88.734 k-ft 13.048 ksi 0.395: 1 15.108 k 2.089 ksi 0.104: 1 Moment fb : Bending Stress fb/Fb Shear tv : Shear Stre~ tv I Fv Allowable 224.419 k-ft 33.000 ksi Max. Deflection Lenglh/DL Defl Lenglh/(DL +LL Defl) -0.556 in 1,774.7: 1 503.0: 1 144.620 k 20.000 ksi I I Force & Stress Summary Max. M + Max. M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Maximum 88.73 k-ft 12.91 k 15.11 k -0.556 in 0.000 in 0.288 in 0.000 ft DL ....Qn!L 35.14 -32.78 -32.78 5.63 7.83 .0.202 0.000 0.051 0.000 <<- These columns are Dead + Uve load placed as noted ->> LL LL +ST LL LL +ST lID Center tfD. Center l1i> Cants @ Cants 88.73 21.41 k-ft -32.78 -69.64 k-ft k-ft k-ft k k -32.78 -69.64 12.91 4.40 15.11 14.29 -0.556 -0.556 -0.Q70 0.000 0.000 0.000 0.286 0.288 -0.138 0.000 0.000 0.000 12.91 12.91 4.40 21.92 21.92 23.49 -0.070 in 0.000 in -0.138 in 0.000 in 4.40 k 23.49 k Reaction @ Left 12.91 5.63 Reaction @ Rt 30.77 14.65 Fa calc'd per 1.5e1. K*Ur < Cc I Beam Passes 1.5.1.4.1. Para 1, 2. 4. & 5. Fb =0.66 Fy To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User: KW..Q604162, Ver 5.5.0. 25-Sep-2001 (c)198J..2001 ENERCALC Engineering Software Tille: Dsgnr: Description: Job' Date: 2:26PM. 26 JUL 02 Scope : y Steel Beam Design Page 2 c:\anchorrobs wn\ksr\calcs\steeLecw:Calcul Description Beam W along grid line A I Section Properties W21X44 I Depth 20.660 in Weight 44.16 #Ill r-xx 8.053 in Width 6.500in I-xx 843.00 io4 r-yy 1.262 in Web Thick 0.350 in I.yy 20.70 104 Rt 1.570 in Flange Thickness 0.450 In S-xx 81.607 in3 Area 13.00 In2 S-yy 6.369 in3 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User; KW-Q604162, Ver 5.5.0, 25-Sep-2001 (c)1983-2001 ENERCAlC Engineering Software Description Beam Z along grid line A Title: Osgnr: Description: Job# Date: 2:52PM. 26 JUL 02 101 Scope : Steel Beam Design Page 1 c:\anchorrobs \ksr\cafcs\steel.ecw:Calcul General Information Steel Section: W18X35 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 26.00 ft 0.00 ft 0.00 ft 6.00 ft Calculations are designed to A1SC 9th Edition ASD and 1997 USC Requirements Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 5O.00ksl 1.00 29,000.Oksi I DL LL ST Start location End Location #1 0.407 0.488 26.000 Summary #2 Using: W18X35 section, Span = 26.00ft, Fy = 5O.0ksi End Fixity = Pinned-Pinned, Lu = 6.00ft. LDF = 1.000 Actual 78.584 k.ft 16.364 ksi 0.554: 1 12.090 k 2.277 ksi 0.114: 1 Moment tb : Bending Slress fb/Fb Shear tv : Shear Sire.. fvlFv #3 #4 #5 #6 #7 kIft kIft kIft ft ft Beam OK Static Load Case Governs Stress Allowable 141.753 k-ft 29.518 ksi Max. Deflection LengthlDL Deft Length/(DL +LL Deft) -0.647 in 1.015.4: 1 482.6: 1 106.200 k 20.000 ksi I Force & Stress Summary I 12.09 k 5.75 12.09 12.09k 5.75 12.09 -0.647 in -0.307 -0.647 -0.647 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 ft 0.000 0.000 0.000 0.000 Reaction @ Left 12.09 Reaction @ Rt 12.09 Fa calc'd per 1.5.2, K*Ur > Cc I Beam, Major Axis, (102,000' Cb I Fy)^.5 <= LirT <= (510,000' Cb I Fy)^.5, Fb per 1.5-68 I Section Properties W18X35 Depth 17.700 in Width 6.oooin Web Thick 0.300 in Flange Thickness 0.425 in Area 10.30 in2 Max. M + Max.M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Deft. Left Cant Deft Right Cant Deft ...Query Deft@ Maximum 78.58 k-ft DL ....Q!!!Y.... 37.35 5.75 5.75 <<- These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST all: Center (Q) Center ((j) Cants (Q) Cants 78.58 k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in 12.09 12.09 k k 12.09 12.09 , Weight I-xx I-yy S-xx S-yy 34.99 #1ft 510.00 in4 15.30 in4 57.627 in3 5.100 in3 7.037 in 1.219 in 1.490 in r-xx r-yy Rt To specify your title block on these five lines, use the SETTINGS main menu selectlon, choose the Printing & Title Block tab, and ent your title block Infonnation. Rev: 550100 User: KW-0604162, Ver5.S.a, 25-Sep-2001 (c)1983-2001 ENERCAlC Engineering Software Description Beam Y along grid line A Tille: Dsgnr: Description: Job # Date: 3:25PM, 26 JUL 02 Scope : l\! Steel Beam Design Page 1 c:\ancho 'obs \ksr\Calcs\steel.ecw:Calcul General Information Steel Section: W21X44 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 29.83 ft 4.67 ft 3.75 ft 0.00 ft Calculations are designed to AlSC 9th Edition ASD and 1997 UBC Requirements Fy SO.OOksi Load Duration Factor 1.00 Elastic Modulus 29.000.0 ksl Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 #5 #6 I #7 k/fI k/fI k/fI ft ft I #7 k k k ft #1 DL 0.407 LL 0.488 ST Start Location -4.667 End Location 33.583 I Point Loads #1 Dead Load 4.110 Live load 4.680 Short Tenn Localioo -4.667 I Summary . #2 #2 5.750 6.340 33.583 #3 #4 #5 #6 Beam OK Static Load Case Governs Stress Using: W21X44 section, Span; 29.83ft, Fy; SO.Oksi, Left Cant. ; 4.67ft, Right Cant. ~ 3.75ft End Fixity; Pinned-Pinned, Lu ; 0.0011, LDF ; 1.000 Actual 80.066 k-ft 11.773 ksi 0.357: 1 15.465 k 2.139 ksi 0.107: 1 Moment fb : Bending Stress fb/Fb Shear tv : Shear Stres! fv/Fv Allowable 224.419 k-ft 33.000 ksi Max. Deflection LengthlDL Defl Length/(DL +LL Defl) -0.493 in 2,614.9: 1 501.6: 1 144.620 k 20.000 ksi ~ I Force & Stress Summary Maximum Max. M + 80.07 k-ft Max.M- Max. M @ Left Max. M @ Right Shear @ Left 13.99 k Shear@ Right 15.47 k Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ -0.493 In 0.210in 0,179 in 0.000 ft DL ...Qn!Y.. 25.78 -24.73 -24.09 -24.73 6.71 7.37 -0.137 0.033 0.029 0.000 <<_ These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST iiil Center iiil Center iiil Cants iiil Cants 80.07 -24.73 -24.09 -24.73 13.99 14.03 -51.94 -51.25 -51.94 13.03 15.47 k-ft k-ft k-ft k-ft k k -0.493 -0.493 0.077 0.077 in 0.210 0.210 -0.114 -0,114 in 0.179 0.179 -0.092 -0.092 In 0.000 0.000 0.000 0.000 in 20.20 20.20 19.88 19.88 k 21.47 21.47 22.36 22.36 k Reaction @ Left 28.07 12.92 Reaction@Rt 30.55 14.19 Fa calc'd per 1.5-1, K"Ur < Cc I Beam Passes 1.5.1.4.1 t Para 1, 2, 4, & 5, Fb = 0.66 Fy To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User: KW'()604162, Ver 5.5_0. 25-Sep-2001 (c)1963-2001 ENERCAlC Engineering Software TItle: Dsgnr: Description: Job # Date: 3:25PM. 26 JUL 02 Scope : /h! Steel Beam Design Page 2 c:\ancho' s \ksr\calcs\steel.ecw:Calcul Description Beam Y along grid line A I Section Properties W21X44 I Depth 20.660 in Weight 44.16 #1ft ,-xx 8.053 in Width 6.500in I-xx 843.00 in4 '-w 1.262 in Web Thick 0.350 in I-W 20.70 in4 Rt 1.570 in Flange Thickness 0.450 in S-xx 81.607 in3 Area 13.00 in2 S-W 6.369 in3 Client: Job Number: Anchor Engineering & Inspection, Inc. f\;1/N Project: 1(5 t o d 050'1 By: fJ1 C Date: ~/A9/'JJ. Page: I? of f---.- , i i _~_ i" i : ::;:-:L. l..! i I . -- .! t-ll I' ! i, I I' I I I , I I r ..~++I in 1 I i 1=' , I I I i I I+i+ ',-: :: , + '1'+ I 'i . 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" ,. \p , ".-,.,..+,_ . .i.._.. Ii Iki, ,I . - . 1 -r i_" . . i , , 1 i i f , , , -- i . . t, , i !........ : ,1+- -H , ,- I ! i i i , I . , , , i , I . , 1 . 1 , . I i I : , i , , " ++~~ 1 I , -t-l -Le -h-Ii' 11. _+--- , 'I , , n h, ! I: I U . , , 1 , 11 i +t-+ '_ , , I : , i /' i , ! I I I . I " I I' , . , , , ,. Cd . ! , i , . I , . ! , . , , . ! I , I , I ! i , i I , ! I ! . __L _, i I , , , ' ; ,1--" i' . I I Y' ~A I I , -. , c . . . To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User: KW-Q604162, Ver 5.5.0, 25-5ep-2001 (c)1983-2001 ENERCALC Engineering Software Description Beam X along grid line B Title: Dsgnr: Description: Job# Date: 8:30AM, 29 JUL 02 l~r Scope: Steel Beam Design Page 1 c:\ancho "obs n\ksr\calcs\steel.ecw:Calcul General Information Steel Section: W16X26 Center Span Left Cant Right Cant Lu : Unbraced Length I Distributed Loads 19.17 ft 0.00 ft 0.00 ft 0.00 ft Calculations are designed to A1SC 9th Edition ASO and 1997 use Requirements Pinned-Pinned Bm WI. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.Oksi I #1 #2 DL 0.734 LL 0.880 ST Start Location End Location 19.167 I Summary I #3 #4 #5 #6 #7 kIft kIft kIft ft ft Beam OK Static Load Case Governs Stress Using: W16X26 section, Span = 19.17ft, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = 0.000, LOF = 1.000 Actual 75.316 k-ft 23.556 ksl 0.714: 1 15.718 k 4.007 ksi 0.200: 1 Moment fb : Bending Stress fb/Fb Shear tv : Shear Stres~ fv/Fv Allowable 105.513 k-ft 33.000 ksi Max. Deflection Len9th/DL Defl Len9th/(DL +LL Defl) .0.571 in 869.9: 1 403.1 : 1 78.450 k 20.000 ksi , I Force & Stress Summary Max. M + Max. M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Quet)' Defl @ Maxlmum 75.32 k-ft DL ...Qn!L 34.90 15.72 k 7.28 15.72 k 7.28 -0.571 in -0.264 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 Reaction@Left 15.72 Reaction@ RI 15.72 Fa calc'd por 1.5-1, K*Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2, 4, & 5, Fb = 0.66 Fy I Section Properties W16X26 Depth 15.690 in Width 5.500in Web Thick 0.250 in Flange Thickness 0.345 in Area 7.68 in2 7.28 7.28 <<.. These columns are Dead + Live Load placed as noted ..>> LL LL +ST LL LUST ({i) Center @ Center @ Cants ({i) Cants ~~ ~ k.ft k-ft k-ft k k 15.72 15.72 -0.571 .0.571 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.72 15.72 15.72 15.72 0.000 in 0.000 in 0.000 in 0.000 in k k , Weight I-xx I-yy S.xx S-yy 26.09 #1It 301.00 in4 9.59 in4 38.368 in3 3.487 ln3 6.260 in 1.117 in 1.360 in r.xx r.yy Rt To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block infonnation. Rev: 550100 User: KW-0604162, Ver 5.5.0, 25-Sep-2001 (c)1983-2QOl ENERCALC Engineering Software Title: Dsgnr: Description: Job # Date: 8:36AM, 29 JUL 02 13 Scope : Description Beam W along grid line B Steel Beam Design Page 1 c:\an .obs n\ksr\calcs\steel.ecw:Calcul General Information Steel Section: W24X55 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads Calculations are designed to A1SC 9th Edition ASD and 1997 UBe Requirements 29.83 ft 0.00 ft 6.00 ft 0.00 ft Pinned-Pinned 8m Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 5O.ooksi 1.00 29,OOO.Oksi #4 #5 #6 I #7 kIft kIft kIft ft ft ~ #7 k k k ft #1 DL 0.734 LL 0.880 ST Start Location End Location 35.833 I Point Loads #1 Dead Load 7.280 Uve Load 8.440 Short Term Location 35.833 I Summary . #2 #3 #2 #3 #5 #6 #4 Beam OK Static load Case Governs Stress Using: W24X55 section, Span = 29.83ft, Fy = 50.0ksi, Left Cant. = O.OOft, Right Cant. = 6.00ft End Fixity = Pinned-Pinned, Lu = O.OOft, LDF = 1.000 Actual 157.865 k-ft 16.537 ksi 0.501 : 1 26.836 k 2.882 ksi 0.144: 1 Moment fb : Bending Stress fb/ Fb Shear tv : Shear Stres~ fv/Fv Allowable 315.019 k-ft 33.000 ksi Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.618 in 1,634.8: 1 451.4: 1 186.203 k 20.000 ksi I I Force & Stress Summary Max. M + Max. M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Oefl. Left Cant Defl Right Cant Defl ...Query Defl @ Maximum 157.87 k-ft 22.96 k 26.84 k .0.618in 0.000 in 0.31910 0.000 ft DL ...Qn!L 61.22 -57.88 -57.88 9.83 13.71 .0.219 0.000 0.053 0.000 <<_ These columns are Dead + Live Load placed as noted->> LL LL +ST LL LL +ST (a) Center @ Center all: Cants @ Cants 157.87 36.61 k-ft -57.88 -124.36 k-ft k-ft k.ft k k .57.88 -124.36 22.96 7.60 26.84 25.49 -0.618 .0.618 .0.071 0.000 0.000 0.000 0.319 0.319 -0.158 0.000 0.000 0.000 22.96 22.96 7.60 38.85 38.85 41.67 -0.071 in 0.000 in -0.158 in 0.000 in 7.60 k 41.67 k Reaction @ Left 22.96 9.83 Reaction @ Rt 54.80 25.72 Fa calc'd per 1.5~1. K*Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2, 4, & 5, Fb = 0.66 Fy To specify your title block on these five lines. use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev; 550100 User: KW.Q604162, Ver 5.5.0, 25-Sep.2001 (c)1983-2001 ENERCAlC Engineering Software TItle: Osgnr: Description: Job # Date: 8:36AM, 29 JUL 02 Scope : 1'1/ Steel Beam Design Page 2 c:\ancho .obs wn\ksr\calcs\steel.ecw:Calcul Description Beam W along grid line B I Section Properties W24X55 I Depth 23.570 in Weight 55.03 #Ill r-xx 9.129 in Width 7.0051n I-xx 1,350.00 in4 r-yy 1.340 in Web Thick 0.395 in I-yy 29.10in4 Rt 1.680 in Flange Thickness 0.505 in S-xx 114.552 in3 Area 16.20 in2 S-yy 8.308 in3 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 550100 User: KW.Q604162, Ver 5.5.0, 25-Sep-2001 (c)1983-2001 ENERCALC Engineering Software Description Beam Z along grid line B Tille: Dsgnr: Description: Job # Date: 8:38AM, 29 JUL 02 Scope: I~I Steel Beam Design Page 1 c:\ancho 'obs wn\ksr\calcs\steetecw:CalcuJ General Information Steel Section: W21X44 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 26.08 ft 0.00 ft 0.00 II 6.00 II Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Togethe, Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.0 ksi I #1 #2 DL 0.734 LL 0.880 ST Start Location End Location 26.083 I Summary I #3 #4 #6 #7 #5 kIft kill kill II II Beam OK Static Load Case Governs Stress Using: W21X44 section, Span = 26.0811, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = 6.000. LDF = 1.000 Actual 141.010 k-II 20.735 ksi 0.694: 1 21.625 k 2.991 ksi 0.150: 1 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stresf fv/Fv Allowable 203.316 k-II 29.897 ksi Max. Deflection LengthlDL Defl Length/(DL +LL Defl) .0.706 in 944.3: 1 443.1: 1 144.620 k 20.000 ks; I I Force & Stress Summary Max. M + Max.M- Max. M @ Lell Max. M @ Right Shear @ Lell Shea, @ Right Center Detl. Lell Cant Defl Right Cant Defl ...Query Defl @ Maximum 141.01 k-ft DL ...9n!L 66.17 <<_ These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST @ Center lID Center ((i) Cants ((i) Cants 141.01 k-II k.1I k-II k-II k k 21.62 k 10.15 21.62 21.62 k 10.15 21.62 -0.706 in -0.331 -0.706 -0.706 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 II 0.000 0.000 0.000 0.000 Reaction@Left 21.62 Reaction @ Rt 21.62 Fa calc'd per 1.5-2, K*Ur > Cc I Beam. Major Axis. (102,000' Cb / Fy)^.5 <= UrT <= (510,000' Cb I Fy)^.5, Fb per 1.5-60 I Section Properties W21X44 Depth 20.660 in Width 6.500in Web Thick 0.350 in Flange Thickness 0.450 in Area 13.00 in2 0.000 in 0.000 in 0.000 in 0.000 in 10.15 10.15 21.62 21.62 21.62 21.62 k k I Weight I-xx I-yy S-xx S-yy 44.16 #III 843.00 in4 20.70 in4 81.607 in3 6.369 in3 8.053 in 1.262 in 1.570 in ,.xx '-yy Rt To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 550100 USei': KW.0604162, Ver 5.5.0, 2S-Sep.2001 (c)1983-2Q01 ENERCALC Engineering Software Description Beam Y along grid line B Title: Dsgnr: Description: Job# Date: 8:41AM, 29 JUL 02 Scope : 1&/ / Steel Beam Design Page 1 c:\ancho 'obs\ \ksr\calcs\steel.ecw:Calcul General Information Steel Section: W24X55 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 29.83 ft 4.67 ft 3.75 ft 0.00 ft Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Pinned-Pinned Bm WI. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,OOO.Oksl #3 I #7 kilt kilt klft ft ft ~ #7 k k k ft #1 DL 0.734 LL 0.880 ST Start Location -4.667 End location 33.583 I Point Loads #1 Dead Load 7.280 Live Load 8.440 Short Term Location -4,667 I Summary . #2 #4 #5 #6 #2 10.150 11.470 33.583 #3 #6 #4 #5 Beam OK Static Load Case Governs Stress Using: W24X55 section, Span = 29.83ft, Fy = 50.Oksi. Left Cant. = 4.67ft, Right Cant. = 3.75ft End Fixity = Pinned-Pinned, Lu = O.OOft, LDF = 1.000 Actual 142.589 k-ft 14.937 ksi 0.4S3: 1 27.618 k 2.966 ksi 0.148 : 1 Moment fb ; Bending Stress fbl Fb Shear Iv : Shear Sires, tv / Fv Allowable 315.019 k-ft 33.000 ksi Max. Deflection LenglhlDL Deft Length/(DL +LL Deft) -0.548 in 2,425.6 : 1 450.0: 1 186.203 k 20.000 ksi , I Force & Stress Summary Max.M+ Max. M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Deft. Left Cant Deft Right Cant Deft ...Query Deft @ Maximum 142.59 k-ft 24.86 k 27.62 k -0.548 In 0.234 in 0.200 in O.OOOft DL ....QnlL 44.69 -43.61 -42.57 -43.61 11.73 12.99 -0.148 0.035 0.031 0.000 <<- These columns are Dead + Uve Load placed as noted ->> LL LL +ST LL LL +ST @ Center lID Center @ Cants (j]) Cants 142.59 -43.61 -42.57 -43.61 24.86 24.93 -92.81 -91.54 -92.81 23.25 27.62 k-ft k-ft k-ft k-ft k k -0.548 -0.548 0.093 0.093 in 0.234 0.234 -0.131 -0.131 in 0.200 0.200 -0.106 -0.106 in 0.000 0.000 0.000 0.000 in 35.82 35.82 35.24 35.24 k 38.04 38.04 39.69 39.69 k Reaction @ Left 50.01 22.70 Reaction @ Rt 54.46 24.91 Fa calc'd per 1.5-1. K.Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2. 4, & 5, Fb = 0.66 Fy To specify your title block on Ihese five lines, use Ihe SETTINGS main menu selection, choose the Printing & Title Block tab, and enl your 1IIIe block Informallon. Rev: 550100 User: KW-0604162, Ver 5.5.0, 25-Sep-2001 (c)198J..2001 ENERCAlC Engineering Software Title: Dsgnr: Description: Scope : Steel Beam Design Job # Dale: 8:41 AM, 29 JUL 02 Page 2 c:\a 'obs n\ksr\calcs\steeLecw:Calcul )1/ Description Beam Y along grid line B I Section Properties Depth Width Web Thick Range Thickness Area W24X55 23.570 in 7.005in 0.395 in 0.505 in 16.20 in2 Weight I-xx I-yy S-xx S-yy 55.03 #1ft 1.350.00 in4 29.10in4 114.552 in3 8.308 in3 ,-xx '-yy Rt 9.129 in 1.340 in 1.680 in I Anchor Engineering & Inspection, Inc. fwN Project: rsf!.. m,O 50 C{ By: /!1 c.- Client: Job Number: I' 1 1 I 1 i I ,Y17d I/.;.,.!-, -+ 1 ..1 '_i. 1 1f", <'1 tti .,L,L , - , I "r- i ~-r-r --I-+----" l--_L---+ 4~' I. i , ,-l.-tft O1Il -r-r--r-tY.r+ I ' , , -+-' ' +!+ 1'11-' -t . "I -4_1. i '. f+":-+ .,-r-I' I' ...J.r::t-ri::+i . -+-t I "~.; I ::::-1t-r -+-: ' ; ) 1 XII. _l.._, I i I "I Ll......-L i i" +-1' 'III! --~--+--~- -- ----+----+---+---' ; '.' . " '! I I I -J. ' - J , . ; ., , ".' 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Rev: 550100 User: KW"()604162, Ver 5.5.0, 25-Sep-2001 (C)1983-2001 ENERGALC Engineering Software Description Beam X along grid line C TItle: Dsgnr: Description: Job # Date: 9:52AM, 29 JUL 02 IV Scope : Steel Beam Design Page 1 wn\ksr\calcs\steel.ecw:Calcul c:\ancho . General Information Steel Section: W16X31 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 19.17 ft 0.00 ft 0.00 ft 0.00 ft Calculations are designed to AlSC 9th Edition ASD and 1997 UBe Requirements Pinned-Pinned Bm WI. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus SO.OOksi 1.00 29,OOO.Oksi I #1 #2 DL 1.000 LL 1.200 ST Start location End Location 19.167 I Summary . #3 #4 #5 #6 #7 klft kIfl kIfl ft ft Beam OK Static Load Case Governs Stress Using: W16X31 section, Span = 19.17ft, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = O.OOft, LDF = 1.000 Actual 102.450 k-ft 26.031 ksi 0.789: 1 21.381 k 4.896 ksi 0.245: 1 Moment fb : Bending Stress fbl Fb Shear tv : Shear Sire., tv I Fv Allowable 129.880 k-ft 33.000 ksi Max. Deflection LengthlDL Defl Length/(DL +LL Defl) .0.623 in 799.0: 1 369.2: 1 87.340 k 20.000 ksi I Force & Stress Summary I Max. M + Max. M. Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Maximum 102.45 k-ft DL ....Q!!!L 47.34 21.38k 9.88 21.38k 9.88 -0.623 in -0.288 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 Reaction @ Left 21.38 Reaction @ Rt 21.38 Fa calc'd per 1.5-1, K'Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2, 4, & 5, Fb = 0.66 Fy I Section Properties W16X31 Depth 15.880 in Width 5.525in Web Thick 0.275 in Flange Thickness 0.440 in Area 9.12 in2 9.88 9.88 <<- These columns are Dead + Uve Load placed as noted ->> LL LL +ST LL LL +ST liD. Center CW Center lID Cants @ Cants 102.45 k-ft k-ft k-ft k-ft k k 21.38 21.38 -0.623 -0.623 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.38 21.38 21.38 21.38 0.000 in 0.000 in 0.000 in 0.000 in k k I Weight I-xx I.yy S-xx S-yy 30.98 #1ft 375.00 in4 12.40 in4 47.229 in3 4.489 in3 6.412 in 1.166 in 1.390 in r-xx r-yy Rt To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User: KW-Q604162, Ver 5.5.0, 25-Sep-2001 (c)1983-2001 ENERCALC Engineering Software Description Beam W along grid line C Tille: Dsgnr: Description: Job # Date: 9:58AM, 29 JUL 02 CiO; Scope : Steel Beam Design Page 1 c:\anchor\"obs\ n\ksi'\calcs\steel.ecw:Calcul General Information Steel Section: W24X62 Center Span Lell Cant. Right Cant Lu : Unbraced Length I Distributed Loads 29.83 II 0.00 II 6.00 II 0.00 II Calculations are designed to AlSC 9th Edition ASD and 1997 use Requirements Pinned-Pinned 8m Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 5O.00ksi 1.00 29,000.0 ksi #3 #4 #6 I #7 kill kill kIft II II I #7 k k k II #1 DL 1.000 LL 1.200 ST Start Location End Location 35.833 I Point Loads #1 Dead Load 9.880 live Load 11.500 Short Term Location 35.833 I Summary . #2 #5 #2 #3 #4 #6 #5 Beam OK Static Load Case Governs Stress Using: W24X62 section, Span; 29.8311, Fy; 5O.0ksl, Lell Cant. ; 0.0011, Right Cant. ; 6.0011 End Fixity = Pinned-Pinned, Lu = a.DOft, LDF = 1.000 Actual 213.957 k-II 19.662 ksi 0.596: 1 36.366 k 3.562 ksi 0.178: 1 Moment fb : Bending Stress Ib/Fb Shear tv : Shear Stres! fv/Fv Allowable 359.098 k-II 33.000 ksi Max. Deflection Len9th1DL Defl Len9th/(DL +LL Defl) -0.730 in 1,400.4: 1 382.3: 1 204.164 k 20.000 ksl I I Force & Stress Summary Max. M + Max. M- Max. M @ Lell Max. M @ Right Shear @ Lell Shear @ Right Center Deft Lell Cant Deft Right Cant Defl ...Query Defl @ Maximum 213.96 k-II 31.11 k 36.37 k -0.730 In 0.000 In 0.377 in 0.000 II DL ...Qn!L 82.18 -78.39 -78.39 13.21 18.47 -0.256 0.000 0.061 0.000 <<- These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 213.96 48.74 k-II -78.39 -168.99 k-II k-II k-II k k -78.39 .168.99 31.11 10.17 36.37 34.62 -0.730 -0.730 -0.080 0.000 0.000 0.000 0.377 0.377 -0.189 0.000 0.000 0.000 31.11 31.11 10.17 52.62 52.62 56.45 -0.080 in 0.000 in -0.189 in 0.000 in 10.17 k 56.45 k Reaction@Lell 31.11 13.21 Reaction @ Rt 74.35 34.72 Fa calc'd per 1.5-1, K.Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2, 4, & 5, Fb ; 0.66 Fy To specify your title block on these flve lines, use the SEmNGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 550100 User; KW-Q604162, Ver 5.5.0, 25-Sep-2001 (c)198J..2001 ENERCALC EngIneering Software Title: Dsgnr: Description: Job# Date: 9:58AM. 29 JUL 02 Scope : ?J/ Steel Beam Design Page 2 c:\ancho "obs n\ksr\calcs\steeLecw:Calcul Description Beam W along grid line C I Section Properties W24X62 , Depth 23.740 in Weight 61.82 #1ft ,.xx 9.228 in Width 7.040in I-xx 1,550.00 in4 ,.yy 1.377 in Web Thick 0.430 in I-yy 34.50 in4 Rt 1.710 in Flange Thickness 0.590 in S-xx 130.581 in3 Area 18.20 in2 S-yy 9.801 in3 To specify your 1IIIe block on Ihese five lines, use Ihe SETTINGS main menu selection, choose the Printing & Title Block lab, and enl your title block information. Rev: 550100 User: KW-0604162, Ver 5,5.0, 25-Sep-2001 (c)19f!3.2001 ENERCALC Engineering Software nle: Dsgnr: Description: Job # Date: 10:ooAM, 29 JUL 02 Jd,/ Scope : Description Beam Z along grid /ine C Steel Beam Design Page 1 c:\an 'obs \ksr\calcs\steel.ecw:Calcul General Information Steel Section: W21X50 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 26.08 ft 0.00 ft 0.00 ft 6.00 ft Calculations are designed to AlSC 9th Edition ASD and 1997 UBe Requirements Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 50.ooksi 1.00 29.oo0.0ksi I Using: W21X50 section, Span = 26.000, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = 6.GOff, LDF = 1.000 Actual 191.335 k-ft 24.302 ksi 0.810: 1 29.342 k 3.707 ksi 0.185: 1 #1 #2 Dl 1.000 LL 1.200 ST Start Location End Location 26.083 I Summary I Moment fb : Bending Stress IbIFb Shear tv : Shear Stres~ tv I Fv #3 #4 #5 #6 #7 kilt kilt kilt ft ft Beam OK stlItte Load Case Governs Stress Allowable 236.198 k-ft 30.000 ksi Max. Deflection LengthlDL Defl Lenglh/(DL +LL Defl) -0_821 in 816.9: 1 381.2: 1 158.308 k 20.000 ksi I Force & Stress Summary I 29.34 k 13.69 29.34 29.34 k 13.69 29.34 -0.821 in -0.383 -0.821 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 Reaction @ Left 29.34 Reaction @ Rt 29.34 Fa calc'd per 1.5-2, K*Ur > Cc I Beam, Major Axis, UrT< (102,000. Cb I Fy)'.S, Fb =0.6 Fy(1.S.1.4.S) I Section Properties W21X50 Depth 20.830 in Width 6.530in Web Thick 0.380 in Flange Thickness 0.535 in Area 14.70 in2 Max.M+ Max.M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Maximum 191.33 k-ft DL ...Qn!Y... 89.29 <<- These cotumns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST @ Center tal Center lID Cants @ Cants 191.33 k-ft k-ft k-ft k-ft k k 13.69 13.69 29.34 29.34 -0.821 0.000 0.000 0.000 29.34 29.34 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in k k ~ Weight I-xx I-W S.xx S-W 49.93 #1ft 984.00 in4 24.90 in4 94.479 in3 7.626 in3 8.182 in 1.301 in 1.600 in r.xx r-w Rt To specify your title block on these flve lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Infonnation. Rev: 550100 User: KW-0604162, Ver 5.5.0. Z5-Sep-2001 (c)198J.2001 ENERCAlC Engineering Software Description Beam Y along grid "neC Tille: Dsgnr: Description: Job # Date: 10:05AM. 29 JUL 02 ;u/ Scope : Steel Beam Design Page 1 c:\ancho . bs \ksr\calcs\steeI.6CW:Calcul General Information Steel Section: W24X68 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 29.83 ft 4.67 ft 3.75 ft 0.00 ft Calculations are designed to AlSC 9th Edition ASO and 1997 use Requirements Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 5O.00ksi 1.00 29,OOO.Oksi #3 I #7 kIft klft klft ft ft I #7 k k k ft #1 DL 1.000 LL 1.200 ST Start Location -4.667 End Location 33.583 I Point Loads #1 Dead Load 9.880 live load 11.500 ShortTenn Location -4.667 I Summary . #2 #4 #5 #6 II:! 13.690 15.650 33.583 #3 1111 #4 #6 Beam OK Static Load Case Governs Stress Using: W24X68 section, Span = 29.83ft, Fy = 50.0ksi, Left Cant. = 4.67ft, Right Cant. = 3.75ft End Fixity = Pinned-Pinned. Lu = O.DOft, LDF = 1.000 Actual 194.047 k-ft 15.098 ksi 0.4S8: 1 37.492 k 3.807 ksi 0.190: 1 Moment fb : Bending Stress fb/Fb Shear tv : Shear Stres~ fv/Fv Allowable 424.146 k-ft 33.000 ksi Max. Deflection LengthlDL Deft Length/(DL +LL Deft) -0.551 in 2,426.0 : 1 447.2: 1 196.959 k 20.000 ksi I Force & Stress Summary . Max. M + Max.M- Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Deft Right Cant Deft ...Query Deft @ Maximum 194.05 k-ft 33.80 k 37.49 k -0.551 in 0.235 in 0.201 in 0.000 ft DL ...Qn!L 60.55 -58.85 -57.74 -58.85 15.90 17.53 -0.148 0.034 0.031 0.000 <<- These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST (ill Center (ill Center (ill Cants (ill Cants 194.05 -58.85 -57.74 -58.85 33.80 33.87 -125.97 -124.48 -125.97 31.61 37.49 k-ft k-ft k-ft k-ft k k -0.551 .0.551 0.095 0.095 in 0.235 0.235 -0.132 -0.132 in 0.201 0.201 -0.106 -0.106 in 0.000 0.000 0.000 0.000 in 48.66 48.66 47.85 47.85 k 51.57 51.57 53.83 53.83 k Reaction @ Left 68.00 30.76 Reaction @ Rt 73.97 33.67 Fa calc'd per 1.5~1. K*Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2. 4, & 5, Fb = 0.66 Fy To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Infonnatlon. Rev: 550100 User: KW-0604162, Ver 5.5.0, 2S.Sep-2001 (c)1983-2001 ENERCALC Engineering Software Title: Dsgnr: Description: Job # Date: 10:05AM. 29 JUL 02 Scope : '?Xi / Steel Beam Design Page 2 c:\ancho 'obs n\ksr\calcs\steeLecw:Calcul Description Beam Y along grid IineC I Section Properties W24X68 I Depth 23.730 in Weight 68.27 #1ft ,-xx 9.542 in Width 8.9651n I-xx 1.830.00 in4 '-yy 1.871 in Web Thick 0.4151n I-yy 70.40 in4 Rl 2.260 In Flange Thickness 0.585 in S-xx 154.235 in3 Area 20.101n2 S-yy 15.706 in3 Anchor Engineering & Inspection, Inc. Client Job Number: OJ- 050 q Project: By: me-.- Date: 7/~q /0")" Page: 0\ 5" of . r ! I I ! i ' I i I I I 1Lt' I I II C. , I +-H , , , T I .."1'1 'TI!'R=F"I"I I-+-t---~-+--~'--f-r-\-.-+--:-"'-. -:-~..-. . -+-'-IJ ' 1_, : " ! I - i' I ( I! I +~'L-liLI",J.-"+WtRlil-~ 1 iH- , ~-~F1""t't"1DIf\!P;-r~ ,. ++t , I ; - i i; I': I ' ! 1 " ~--'--+-t-----+- ~~ ~ I Ii.! I 'I I i i-' - l - - r:::bt4't~!l.At:l r:4~ "1"1 ' ' , - -'- -j +-+- I Ii:,! H}", 11111:--+ ->-',+--\-, '1 II,.' '! I I ! 1 , "l4-t ' , 1-+ +-rt-H-;~ : i 1-1=+. ..l.....l- i -I ~..._c_ -+-+.,r . iLII l' Ii -n I, ,,-11 --j- i-i---ir" - - -it.---, -+ , :, I : I i I I -T rr.11~ i I i .J' ~. i hi , "", I H--+ ", - -+-~+--r ! :; I I ! -+---t-'" +1-' : LL'-+-L . it> I r I. I . - " I I I I I i I ;'-:::. r , II 1-'--;' I: , I , ''- i I .i. i ilii 'T I" i ,-4+ ' , i I I ~t-+-I 1< , I 7:51 i . , i -'i -, i ------' Anchor Engineering & Inspection, Inc. Client: Job Number: O;;{0501 Project: By: Page:~a.... of '+ ++++i I I ! '1- .--Ll I I- .! I Iv I I I ! I ! "++. ' ,-t-t . -+-i i : " i , ii. L ' ',f. :7 'i': :''1 ! ' ., i i i ! I ! i i' i ! :"T-'-- , ' i i ! --t-- .1 : l-LlJ7 ::",,--;; ..... I . . ~ -7,.,. i ", ." , , , . , 'L. i I! . J<-- 'i T I I f':--' I I:! : ! I , Ii, , i, Ii" ''1 , , ! , ! i '" la" " "" .v ! ' , , T ',. ~.i . ", , :L-'T~' , " , i , ' , i , , ,.. " ' I L j i ,; '_ L f1'+i.v t -'- 7:~' , :H, l..'.. i ! '-( . 'i + ! 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"T ,I' ,..j.."", tN: - .'-.._, ,'.,___'1..L' !. C..., ," __".,.J ...-". ",'. I . ,; ,! '" . "'.---L-L '__L:_e. ., " ' ..... i. l' ..... ,-'- ' -.--. f --},. , , -- To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 550100 User: KW-0604162, VerS.5.a, 25-Sep-2001 (c)1963--2001 ENERCAlC Engineering Software Title: Dsgnr: Description: Scope: Steel Column Description A2, A3, & A4 Date: -:(&/ Job # / 2:10PM. 29 JUL 02 c:\anchorr bs Page 1 n\ksr\calcs\steel cotumns.ec Calculations are designed to A1SC 9th Edition ASO and 1997 use Requirements General Information Steel Section TS5X5X3I16 Fy Duration Factor Elastic Modulus X-X Unbraced Y. Y Unbraced 50.00 ksi 1.330 29,000.00 ksi 18.000 ft 18.000 ft Column Height 18.000 ft End Fixity Pin-Pin live & Short Term Loads Combined I Loads Axial Load... Dead Load Live Load Short Tenn Load 14.00 k 17.00 k k Ecc. for X-X Axis Moments Ecc. for Y - Y Axis Moments x-x Sidesway : y - Y Sidesway : Restrained Restrained Kxx Kyy 1.000 1.000 I 0.000 in 0.000 in I Summary I Section: TS5X5X3I16, Heigh! = 18.00ft, Axial Loads: D1. = Unbraced Lengths: X-X = 18.00ft. y-y = 18.000 Combined Stress Ratios Dead AISC Fonnula Hi - 1 0.3264 AISC Fonnula Hi - 2 0.1326 AISC Formula H1 - 3 Column Design OK 14.00. U = 17.00. ST = O.OOk. Ecc. = O.OOOin Live 0.3964 0.1610 DL + LL 0.7228 0.2936 Dl + ST + ill if Chosen) 0.5435 0.2207 xx Axis: Fa calc'd per 1.5-2, K*Ur> Cc YY Axis: Fa calc'd per 1.5-2, K*Ur> Cc I Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Dead 12.18 ksi 3.98 ksi Fb:xx : Allow [F3.1] fb : xx Actual 33.00 ksi 0.00 ksi Fb:yy : Allow [F3.1] fb : yy Actual r Analysis Values F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X-X Axis Deflection 33.00 ksi 0.00 ksi 12,184 psi 12.184 psi 16,205 psi 16.205 psi 0.000 in at Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 ft Max Y-Y Axis Deflection ~ Cb:x OL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at 1.75 1.75 1.75 1.75 O.OOOft ~ 11.96#/fl I-xx 13.40io4 3.52 in2 I-yy 13.401n4 S-xx 5.360 in3 S-yy 5.3601n3 r-xx 1.951 in r-yy 1.951/0 I Section Properties Depth Width Thickness TS5X5X3/16 5.00 in 5.000 in 0.188 in Weight Area To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User: KW..Q604162, Ver 5.5.0, 25-Sep-2001 {c)196J..2001 ENERCAlC Engineering Software Title: Dsgnr: Description: Scope : Description B2, B3, & B4 Steel Column Jobtl Date: 2:14PM, 29 JUL 02 ,;ry Page 1 c:\an 'obs \ksr\calcs\steel columns.ec General Information Steel Section TS6X6X3I16 Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Column Height 17.000 It End Axity Pin.Pin Live & Short Term Loads Combined I Loads Axial Load... Dead Load Live Load Short Term Load Fy Duration Factor Elastic Modulus X-X Unbraced y.y Unbraced 25.00 k 30.00 k k 50.00 ksi 1.330 29,000.00 ksi 17.000 It 17.000 It Ecc. for X-X Axis Moments Ecc. for Y - Y Axis Moments X-X Sidesway : y - Y Sidesway : Restrained Restrained Kxx Kyy 1.000 1.000 I 0.000 in 0.000 in I Summary I Section: TS6X6X3I16, Heighi = 17.001t, Axial Loads: Unbraced Lengths: X.X = 17.001t, y.y = 17.001t Combined Stress Ratios Dead AISC Formula H1 - 1 0.3308 AtSC Formula H1 - 2 0.1952 AISC Formula H1 .3 Column Design OK DL = 25.00, U = 30.00, ST = O.OOk, Ecc. = O.OOOin Live 0.3969 0.2342 DL+LL 0.7277 0.4294 DL + ST + Cll if Chosen} 0.5471 0.3228 XX Axis: Fa calc'd per 1.5-1, K*Llr < Cc YY Axis: Fa calc'd per 1,5-1, K*Llr < Cc I Stresses Allowable & Actual Stresses Fa : Allowable fa : Actuai Dead 17.70 ksi 5.85 ksi Fb:xx : Allow [F3.1 ] fb : xx Actual 33.00 ksi 0.00 ksi Fb:yy: Allow (F3.1] 33.00 ksi 0.00 ksi fb : yy Actual I Analysis Values F'ex : DL +LL 20.000 psi F'ey: DL +LL 20,000 psi F'ex: DL +LL +ST 26.601 psi F'ey : DL +LL +ST 26.601 psi Max X-X Axis Deflection 0.000 in at I Section Properties TS6X6X3/16 Depth 6.00 in Width 6.000 in Thickness 0.188 in Live 17.70 ksi 7.03 ksi 33.00 ksi 0.00 ksi 33.00 ksi 0.00 ksi I DL+LL 17.70 ksi 12.88 ksi DL + Short 23.54 ksi 12.88 ksi 33.00 ksi 43.89 ksi 0.00 ksi 0.00 ksi 33.00 ksi 43.89 ksi 0.00 ksi 0.00 ksi ~ Cb:x DL +LL 1.75 Cb:y DL +LL 1.75 Cb:x DL +LL +ST 1.75 Cb:y DL +LL +ST 1.75 0.000 in at 0.000 It , I.xx 23.80 in4 I-yy 23.80 in4 S-xx 7.933 in3 S.yy 7.933 in3 r-xx 2.361 in r.yy 2.361 in Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 It Max Y-Y Axis Deflection Weight Area 14.50tIIft 4.27 in2 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User: KW-Q604162, Ver 5.5.0, 25-Sep-2001 {c)1983-2001 ENERCAlC Engineering Software TItle: Osgnr: Description: Scope : Steel Column Job # Date: 2:18PM, 29 JUL 02 ;;1~ Page 1 c:\ancho 'obs n\kst\calcs\steel columns.ec Description C2, C3, & C4 General Information TS6X6X3116 Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Steel Section Fy Duration Factor Elastic Modulus x-x Unbraced y-y Unbraced 50.00 ksl 1.330 29,000.00 ksi 16.000 It 16.000 II Column Height 16.000 II End Fixity Pin-Pin Live & Short Term Loads Combined I Loads Axial Load... Dead Load Live Load Short Tenn Load Ecc. for X-X Axis Moments Ecc. for Y ~ Y Axis Moments 33.75 k 41.25 k k x-x Sidesway : y - Y Sidesway : Restrained Restrained Kxx Kyy 1.000 1.000 I 0.000 in 0.000 In I Summary I Section: TS6X6X3/16, Height = 16.0011, Axial Loads: Unbraced Lengths: X-X = 16.0011, Y-Y = 16.0011 Combined Stress Ratios Dead AISC Fonnula H1 . 1 0.4216 AISC Fonnula H1 - 2 0.2635 AISC Fonnula H1 - 3 Column Design OK DL = 33.75, LL = 41.25, ST = O.OOk, Ecc. = O_OOOin live 0.5153 0.3220 DL+LL 0.9370 0.5855 DL + ST + ILL if Chosen 1 0.7045 0.4402 XX Axis: Fa calc'd per 1.5-1, K*Ur < Cc YY Axis: Fa calc'd per 1.5-1, K*Ur < Cc I Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Dead 18.75 ksi 7.90 ksi Fb:xx: Allow [F3.1] fb : xx Actual 33.00 ksi 0.00 ksi 33.00 ksi Fb:yy: Allow [F3.1] fb : yy Actual I Analysis Values Pex: DL +LL 22,579 psi Pey : DL +LL 22,579 psi Pex: DL +LL +ST 30,030 psi Pey: DL +LL +ST 30,030 psi Max X.X Axis Deflection 0.000 in at I Section Properties TS6X6X3/16 Depth 6.00 in Width 6.000 in Thickness 0.188 in 0.00 ksi Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x OL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 II Max Y- Y Axis Deflection I Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at 1.75 1.75 1.75 1.75 0.00011 I 14.50 #III I-xx 23.80in4 4.27 in2 I.yy 23.80 in4 S.xx 7.933 in3 S-yy 7.933 in3 ,.xx 2.361 in r-yy 2.361 in Weight Area Anchor Engineering & Inspection, Inc. 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Steel Beam Design Page 1 c:\an 'obs\ n\ksr\calcs\ts beams.ecw:CaJ Description 12 fl opening along grid line 1 General Information Steel Section: TS6X2X3/16 Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Center Span left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 12.00 ft 0.00 ft 0.00 ft 0.00 ft Pinned-Pinned Bm WI. Added to Loads LL & ST Act Together Fy Load DuraUoo Factor ElasUc Modulus 46.00ksl 1.00 29,OOO.Oksi I #1 DL 0.069 LL 0.083 ST Start LocaUon End Location 12.000 I Summary I #2 #3 #4 #5 #6 #7 kilt kilt kilt ft ft Beam OK Static Load Case Governs Stress Using: TS6X2X3I16 section. Span = 12.00ft, Fy = 46.0ksi End Fixity = Pinned-Pinned, Lu = O.OOft, LDF = 1.000 Actual 2.905 k-ft 9.423 ksi 0.310: 1 0.968 k 0.430 ksi 0.023: 1 Moment fb : Bending Stress fb/ Fb Allowable 9.361 k-ft 30.360 ksi Max. Deftection LengthIDL Deft Length/(DL +LL Deft) -0.234 in 1,267.1: 1 615.5: 1 Shear Iv : Shear Sires, fv/Fv 20.700 k 18.400 ksi I Force & Stress Summary I <<- These columns are Dead + Uve Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum .-Q!!!L @ Center @ Center tOlCants tOl Cants Max. M + 2.91 k-ft 1.41 2.91 k-ft Max.M- k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 0.97 k 0.47 0.97 k Shear @ Right 0.97k 0.47 0.97 k Center Deft. -0.234 in -0.114 -0.234 -0.234 0.000 0.000 in Left Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reactioo @ Left 0.97 0.47 0.97 0.97 k Reaction @ Rt 0.97 0.47 0.97 0.97 k Fa calc"d per 1.5-1, K"'Ur < Cc I Section Properties TS6X2X3/16 , Depth 6.000 in Weight 9.41 #1ft r-xx 2.002 In Width 2.000ln I-xx 11.101n4 r-yy 0.828 in Thickness 0.188in I-yy 1.90 in4 S-xx 3.700 in3 Area 2.77 in2 S-yy 1.900 In3 To specify your tltle block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rev: 550100 User: KW.0604162, Ver 5.5.0, 25-Sep-2001 (c)1983-2001 ENERCAlC Engineering Software Tille: Dsgnr: Description: Job # Date: 1 :09PM. 8 AUG 02 Scope : ~Lj I Steel Beam Design Page 1 c:\anch '000 \ksl\calcs\ts beams.ecw:Cal Description 19'-4" opening along grid line 1 General Information Steel Section: TS8X2X3/16 Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 19.33 ft 0.00 ft 0.00 ft 0.00 ft Pinned-Pinned 8m Wt. Added to Loads LL & ST Act T agether Fy Load Duration Factor Elastic Modulus 46.ooksi 1.00 29,Ooo.Oksi I #1 DL 0.069 LL 0.083 ST Start Location End Location 19.333 I Summary I #2 #3 #4 #5 #6 #7 kIft kIft kIft ft ft Beam OK Static Load Case Governs Stress Using: TS8X2X3/16 section, Span = 19.33ft. Fy = 46.0ksi End Fixity;; Pinned-Pinned, lu ;; O.OOft, LDF ::: 1.000 Actual 7.660 k-ft 15.384 ksi 0.507: 1 1.585 k 0.528 ksi 0.029: 1 Moment fb : Bending Stress Ibl Fb Allowable 15.117 k-ft 30.360 ksi Max. Deflection LengthlDL Defl Length/(DL +LL Deft) -0.744 in 631.9: 1 312.0: 1 I Force & Stress Summary Shear fv : Shear Stres~ tv I Fv 27.600 k 18.400 ksl ~ <<-_ These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST Maximum ..Qn!L @ Center tID Center lfil Cants (ij) Cants Max. M + 7.66 k.ft 3.78 7.66 k-ft Max.M- k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 1.58k 0.78 1.58 k Shear @ Right 1.58k 0.78 1.58 k Center Detl. -0.744 in -0.367 -0.744 -0.744 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.58 0.78 1.58 1.58 k Reaction @ Rt 1.58 0.78 1.58 1.58 k Fa calc'd per 1.5.1, K*Ur < Cc I Section Properties TS8X2X3116 I Depth 8.000 in Weight 11.96 #1ft r-xx 2.606 in Width 2.0ooin I-xx 23.90 in4 r-yy 0.846 in Thickness 0.188 in I.yy 2.52 in4 S-xx 5.975 in3 Area 3.52 in2 S-yy 2.520 in3 Scope: Job# Date: 12:58PM, 8 AUG 02 YS/ To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information, Rev: 550100 User: KW.()6()4162, VerS.S.a, 25-Sep-2001 Steel Beam DeSign (0)1983-2001 ENEReALe En_'"ee""_ Soflwa.. . Description 23'-4" opening along grid line 1 Tille: Dsgnr: Description: Page 1 c:\anc wn\ksr\calcs\ts beams.ecw:Cal Center Span Left Canl. Right Cant Lu : Unbraced Length I Distributed Loads 23.33 ft 0.00 ft 0.00 ft 0.00 ft Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Fy 46.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi General Information Steel Section: TS10X2X3/16 Pinned-Pinned Bm WI. Added to Loads LL & ST Act Together . DL LL ST Start Location End Location #1 0.069 0.083 #2 #3 #4 #5 #6 #7 23.333 kIfl kIfl kIfl ft ft I Summary .- Beam OK Static Load Case Governs Stress Using: TS10X2X3/16 section, Span = 23.33ft. Fy = 46.0ksi End Fixity = Pinned-Pinned, Lu = O.OOft, LDF = 1.000 Actual 11.331 k-ft 15.558 ksi 0.512: 1 1.943 k 0.518 ksi 0.028: 1 Moment fb : Bending Stress Ib/Fb Allowable 22.112 k-ft 30.360 ksi Max. Deflection Lenglh/DL Deft Lenglli/(DL +LL Deft) -0.876 in 637.2: 1 319.6: 1 I Force & Stress Summary Shear tv : Shear Stres~ tv / Fv 34.500 k 18.400 ksi I <<_ These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL +ST Maximum ..Q!!!L (ii)Center (ii) Center llil Cants llilCants Max. M + 11.33 k-ft 5.68 11.33 k-ft Max.M- k-ft Max. M @ Left k.ft Max. M @ Right k-ft Shear @ Left 1.94k 0.97 1.94 k Shear @ Right 1.94 k 0.97 1.94 k Center Oefl. -0.876 in -0.439 -0.876 -0.876 0.000 0.000 in Left Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.94 0.97 1.94 1.94 k Reaction @ Rt 1.94 0.97 1.94 1.94 k Fa calc'd per 1.5-1, K'Ur < Cc I Section Properties TS10X2X3/16 ~ Depth 10.000 in Weight 14.50#Ifl r-xx 3.199 in Widlli 2.oo0in I-xx 43.70 in4 r-yy 0.856 in Thickness 0.188in I-yy 3.14in4 S-xx 8.740 in3 Area 4.27 in2 S-yy 3.140 in3 Anchor Engineering & Inspection, Inc. Project: By: Client: Job Number: Date: Page: Lf(() of I , . H' ' , ! ' i ~' , ! ";1]' ! +.-. -----.+-.---+--~. --.- -- -,~-_._.-t-.t--.;."-I.- '-H' ., , '!, -".-.. "-"~.--'---'-8{;' -t-rT~~. ;. ; I' 1 ' ' --id " I I . - +--"- , j) '-111! T ~ t. 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Iv" ~~ . , -, i i ! i 1 I ' , " ' , .. , . , ' V' ., . : lOr , " , " :: 'n -,. . .i: _ _ .. . ,..- n . . , Date: 8/13/2002 Job No: #020509 Designed by: MEC Gode Check Block weight = Area = Ix = SI(= rm= h~ Es= Prrid= psi in psi Ibs psI in~ in4 in" Em= r= h/r- n= 1125000 psi 2.20 in 25.78 M=.in.lb b= in d = in p = 0.01443 np = 0.372 i=_ k= spacing = ".. . . .-~ ~~~ ~=_:~: Partially Grouted Reinforced Masonry Wall F. - Axial Stress 206.61 psi fa = 64.06 psi Bending Stress Fb = 495 psi fb = 356.18 psi F.- I - ,- 6987 psi Bearing at 8-5: 1.03 < 1.33 Steel Check 0.29 < 1.33 Comments: Use an 8" reinforced masonry wall, with three cells fully grouted with grade 60, #6 bars at 8 in. o.c. 1;/ Anchor Engineering & Inspection, Inc. Client: Job Number: Project: By: ~ , !' : I ' r:1:+~i-:t !-tU; L 1 L . (Yb mJ7~~i:tt~., ~,; I I ; ~ ::1~f-!l.I~+~~!t IG :1 ++-t I 1 - -', 1 . " i I d:-t+-r+ ',.,-'~ -IT l~-;--i+Lj " rl.'.' 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T-T"i-"1---i"--T1 ~~f-+--;-t--j , I,,' ' I I '-4-+--f-1-+-1 IJ'. r.d:>t' 1-+ I IiI + . +-1, ++i-+l-ff-_ + T' +++-H" I I I ,+1 I , . ,T i ' 1,-iT : , i i -Hi-- I I , ': . ! , , : I, . ' , . '", , , ' i : ! ; . . . , . .. ,. , , ,. .: , . . , " : ., , . . !., , ' , . _I:' i._. I I . , : . I I, __ ! I , , ! , I , . :+ -I . , Date: 8/13/2002 Job No: #020509 Designed by: MEC Gode Check Block weight = Area = Ix = Sx= fm= h= Es= Prrid= psi in:.! In' in" psi in psi Ibs Em= r= hlr- n= 1125000 psi 2.20 in 25.78 M=.in.lb b = in d = in po 0.01443 1'\p = 0.372 i=_ k= epacin9 ~~ A,.,=.in' ~)..~ ~,:",_,>-:1?1"t32;.in2 .,.. ""',_ /-"'_._...c. Partially Grouted Reinforced Masonry Wall F. - Axial Stress 219.40 psi fa = 65.15 psi Bending Stress Fb = 495 psi fb = 399.87 psi F.= f - ,- 7844 psi Bearing at C-5: 1.20 < 1.33 Steel Check 0.33 < 1.33 Comments: Use an 8" reinforced masonry wall, with three cells fullv grouted with !1rade 60. #6 bars at 8 in. o.c. q;y Anchor Engineering & Inspection, Inc. 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I , i' - , I I "I >'1 .:...--L...':. j LIi1tWS -, , , ' , i I , I i " i D 10V1 i , 111 nx ~. 1 + ~__i__ ~ , I , 'I . Date: 811312002 Job No: #020509 6;/ Designed by: MEC Block weight = Area = ~= Sx= rm= h= E,= Pmij= psf In:.! in" in" psi In psi Ibs Em= r= hlr= n= 1125000 psi 2.20 in 25.78 M=.in-lb b= in d = in p = 0.01443 np = 0.372 j=- k= spacing =_. . in , ft A.,=_in2 ..... '9$ in' Partially Grouted Reinforced Masonry Wall Axial Stress Fa = 184.78 psi fa = 68.75 psi Bending Stress fb = 495 psi fb = 442.03 psi F.= f. = 8671 psi Code Check 1.27 < 1.33 Steel Check 0.36 < 1.33 1'~" jambs along Gridline C from 5 to 7 COmments: Use an 8" reinforced masonry wall, with two cells fully grouted with grade 60. #6 bars at 6 in. o.c. Anchor Engineering & Inspection, Inc. Client: Job Number: Project: By: _~ :: II i ri++~: : +-r-+,,'r.t-J- 't t 4-l-! +---J! 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' , .. .' . i Date: 8/1312002 Job No: #020509 Designed by: MEC Code Check pst inl in" in" psi in psi Ibs Block weight = Area = 1,,= S.= fm= h= E,= PmId= E - m- ,= hI,- n= 1125000 psi 2.20 in 25.78 M=.in~b b= in d= in p = 0.01443 np = 0.372 i=_ k= spaCing=_:in " .:ft A.=.,;,!/{/, >i\v. i:~: .'.....,;.::<<il(""... ..; Partially Grouted Reinforced Masonry Wall F,- Axial Stress 190.76 psi f = , 75.27 psi Bending Stress Fb- 495 psi fb = 369.08 psi F,= f,= 7240 psi Bearing at B~5: 1.14 < 1.33 Steel Check 0.30 < 1.33 Comments: Use an 8" reinforced masonry wall, with three cells fully grouted with grade 60, #6 bars at 8 in. o.c. r; (p/ I , ! i ~ ,,):--~-~p-=?~T~~'5i::g;~T'-~"~-":' ...'; . ,'q ..' + .. ... ,,+'. , ", ,:C:fi--r-T'rt-t.,+", e"T "','-:'-T 'T r " ! II' ~ I i ~. ._ ,I j i ! -;-T' .--riit- i--r-T ,..: : i i i -;--- C~i -:---r+ 'i T i 1 i I , ,il.1iZU, 00.' ",!fA ot 1-1' :::>1 tt.~ -I "',-,0\~J ffWh II ' _+-1. . i ill i i i i -n". ,'" i' . I " ,. , I ! i , ! H-t' i . 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I, "'TT i , , , i !! i, ' i " I i , Ii i ' i', , ,'j ,i'! -i. -+- .',". . . . . ;_~', . i: ii" c '! ' , : . i . . . !. :. +-'1 ! ,'. i ! : . . ' , 'i, .. , .....i. '. I..'. ,!, . , " ii' , .'_fi~ni i i i I,i 'lL'" , i, . . i ,', . ,i.. , 'I ., " , 'T' !'! . ' , , i ," . " i . 1_, ....., .Ll ~.c.+ .'_,' '. " . i' -' . .,.. . i :'~T , i_I..' i' i 'i. , , . " i.' ' , .,... T " . . i ",i . i . ," ".' ' ., i "iT'] i , , i_..:" '...i, ,. . , , , . .,....,.'..,..'.., ' ., , , , . ' . ,. ,..~. " ' ......... . , i , . . . . T T " ., ," , " ,,' , i' ,T " , , " ,i. , ...., , ., ' , 1 :,.. ..'~ . . ',m~l- '-H. ,.j-..:".,.,.,... .' ,i-:- ,." , Client: Job Number: . ! . , , . Anchor Engineering & Inspection, Inc. kSR il1c Project: By: Date: q /II /O::l. , Page: S 7 of . , . . . , . , . ~ ., , . . , .. i i , ! -i-F mr ! " i,,! ',',.L , 'T , , , , , , . , . ' .', -- , 'i , !! i : i . i'." , ,. , i 'i , ... ' .:.. --- , I'... 1 , , , , , ~-c i . ! , , , , , rr --, . I I .,- , u T , , , ! , , . I , , , , , , , ,i ' , ,....- . . , , . . , ' I f- , . , i i , .! mi . .' i , i! i , i I . , , , , . '"'' . ' , , , '. i .. i' . i' , ' i ! , , ! ! . . , , ,r. ,"" ... .. ,.. 08/02/2002 09:23 F~l 3036466185 DAUGHENBAUGH 1€J001 P.O. eox655 !;I_h. CO 80107 Pilon.: 303-64&-5185 Fox 303-646-6185 Daughenbaugh Family Trust Fax From: Janel [laugl1enbaugh Dill<< August 2. 2002 Pages: 3 cc: To: Darren Morgan FiIllC 303-235-2857 Phone: 303-235-2853 ..: 4240 Kipling Sl o U......t [J For R...I_ x P.... Comment [J PI_Reply 0 P.... Recycle 'Comm_ 0arTen, FollOWing is a ropy of the Ucense for Colorado Envirorvnental $eMceS, and a Certilicllle of Uablrl!y. If tnis if all you need. would you give me a call and let me knoW so they can go ahead and apply for a License from the State. 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'C ~ tw <:> iN ~ iN <:> ~ ~ :: iN ~ fI'J iN Q f ~ ~ en ~ ...... 00 8 ~ 8 t....;) Co/drado Soil LLC SUBSURFACE INVESTIGATION ON 4240 KIPLING STREET JEFFERSON COUNTY, COLORADO FOR DAUGHENBAUGH FAMILY TRUST 11900 DRANSFELDT ROAD PARKER, COLORADO 80/34 (303) 841-3945 REPORT NUMBER 02-0277 MARCH 12, 2002 . ", "' , ,'. ?:' '{;# TYRONE R. CARTER, P.E. CIVIL ENGINEER 2931 North US Highway 85, Castle Rock, Colorado 80104 (303) 688.9475 Of/ice . (303) 814.2454 Fax TABLE OF CONTENTS AGREEMENT OF PURPOSE AND DISCLAIMER PAGE 1 GENERAL PAGE 1 CONCLUSIONS AND FOUNDATION RECOMMENDATIONS PAGE 1 SITE CONDITIONS PAGE 2 FIELD AND LABORATORY INVESTIGATION PAGE 2 DESIGN AND CONSTRUCTION DETAILS SLAB ON GRADE CONSTRUCTION PAGE 2 SURFACE DRAINAGE PAGE 4 SUBSURFACE DRAINAGE PAGE 4 REINFORCING PAGE 4 TOPOGRAPHY PAGE 5 WEATHER PAGE 5 CONSTRUCTION DETAILS PAGE 5 OPEN HOLE OBSERVATION PAGE 5 LOCATION MAP FIGURE 1 VICINITY MAP FIGURE lA LOGS OF TEST HOLES FIGURE 2 SUMMARY OF LABORATORY TESTING TABLE 1 SWELL-CONSOLIDATION TESTS FIGURE 3 FRAMING DETAIL FIGURE 4 DECORATIVE GRAVEL OR BARK FIGURE 5 DETAILS OF FOUNDATION DRAIN CONTINUOUS FOOTINGS FIGURE 6 DETAILS OF FOUNDATION DRAIN WALL ON GROUND FIGURE 7 AGREEMENT OF PURPOSE AND DISCLAIMER: The parties specifically agree and contract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitable design and construction of an appropriate foundation for the proposed building and/or residences to determine the load bearing capacities of the soil. THE PARTIES SPECIFICALLY AGREE THAT COLORADO SOIL. LLC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES. HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON THIS SITE. GENERAL: This report presents the results of data obtained during the subsoil investigation on 4240 KIPLING STREET, JEFFERSON COUNTY, COLORADO. CONCLUSION AND FOUNDATION RECOMMENDATIONS: In general, test hole one consists of silty clayey sand with lenses of cobble to the four foot depth where the drilling auger was refused due to the density of the rock/cobble encountered. Test hole two consists of sandy clay/silty sand with lenses of gravel to the six foot depth where the drilling auger was refused due to the density of the rock/cobble encountered. Test hole three consists of silty sand with lenses of gravel to the three foot depth where the drilling auger was refused due to the density of the rock and gravel encountered. No free water was encountered during the drilling operation. An open hole inspection is required at this site. A satisfactory type of foundation system will bear on the undisturbed natural soil (Le. footings, wall on grade). The foundation shall be designed for a maximum soil bearing pressure of2,500 psffor all depths of the excavated area. The active case equivalent fluid pressure is 35 pcf. All loose and disturbed soil shall be removed before placing of the concrete for the foundation. The bottom of the foundation shall be a minimum of three feet below final grade for frost protection and below any organic material. Heavy duty excavation equipment and/or blasting may be necessary in the placement of underground utilities and/or basement. Settlement at this site may be up to one inch but will 1 most likely be less than one-half inch. Soil expansion at this site may be as much as one inch in some areas but will probably be less than half of this amount. SITE CONDITIONS: At the present time this site is vacant. It is our understanding that a commercial building is planned for construction. FIELD AND LABORATORY INVESTIGATION: Three exploratory test holes were drilled on March 7,2002 at the site location shown in Figure 1. These test holes were drilled with a four inch diameter power auger. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two inch inside diameter spoon sampling tube. The depths at which soil samples were taken are shown on the Test Hole Log, Figure 2. All soil samples were carefully inspected and classified in the field and laboratory. The samples were subjected to visual inspection and laboratory testing in order to evaluate the physical and mechanical properties of the materials encountered. The natural moisture content and the natural dry density was obtained from relatively undisturbed drive samples of typical materials encountered. Swell-Consolidation tests were also performed on typical samples of soil, see Figure 3. These tests indicate the behavior of the soil upon various loading and wetted conditions. DESIGN AND CONSTRUCTION DETAILS SLAB ON GRADE CONSTRUCTION: The natural soils are suitable for the support of interior and exterior concrete slabs. However, when these soils have a change in the moisture content, they may consolidate in volume and shrink, thus lowering and cracking the concrete slabs, or they may expand, thus heaving and cracking concrete slabs. The builder and future owners should be aware of and understand that there is a definite risk of future damage with any slab-on-grade construction. If the builder and future owners are willing to accept the definite risk of some damage due to concrete floor slab movement, the following recommended details should be carefully followed during construction of the interior floor slabs. Experience with similar soil conditions has shown that these details will help prevent wetting of the soils under the slabs and will 2 minimize damage when wetting of the soil does occur. 1. Do not place a gravel layer beneath the concrete slab, unless specified by the foundation engineer. The slab should be placed directly on the undisturbed natural soils, or well compacted fill soil. 2. Separate the slab from all load bearing members and utility lines of at least one-half inch to allow for independent movement ofthe slab. Provide a positive control or slip joint at the construction joint between the slab and foundation walls. 3. Provide frequent scoring of the slabs to provide control joints for possible cracking of the slab. Control joints should be placed to provide approximate slab areas of150 square feet, with a maximum dimension between joints of twelve feet. 4. A minimum void or clear space of one and one-half inches should be provided at the bottom of all non-bearing partitions and furring strips placed over the concrete slabs, see Figure 4. In finished room areas, all drywall and paneling should be stopped approximately one and one-halfinches above the top surface of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and the upper levels of the structure. One should provide a one-half inch space at the bottom of all door jambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 5. In the event a hot water heating system is used, the piping should not be placed beneath the concrete floor slab. In the event a forced air furnace is used, a two inch collapsible connection should be provided between the furnace and the heat ducts. 6. The soils that will support the concrete slabs should be kept moist during construction by occasional sprinkling of water and especially a day or so prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil. 7. In the event the builder or future owner desires to provide decorative gravel or bark around the structure, we have attached Figure 5 to illustrate one acceptable method of installation. The method will prevent ponding of water near the foundation and provide for proper drainage away from the structure. 3 SURFACE DRAINAGE: The backfill soil around the structure should be moistened and well compacted to prevent future settling. The backfill material should be free of trash, frozen soil and large rocks. The future owner must be advised to fill in any settled area to eliminate ponding of water near the structure and to provide adequate slope for proper drainage away from the structure and off the site at all times. The finished grade or ground surface near the foundation walls should have adequate slope to provide proper drainage away from the structure and off of the site. A minimum slope often percent for at least the first five feet out from the structure is recommended. Roof downspouts and sill cocks should discharge onto long concrete splashblocks, minimum of five feet long, or into metal gutter extensions to deposit runoff water further out from the structure and beyond the limits of backfill soil near the foundation walls. The future owners should be cautioned and advised against the installation of a lawn sprinkler system within five feet of the foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that water spray from the heads under full pressure does not fall within five feet of the foundation walls. Lawn irrigation should be controlled to prevent excess wetting of the subsurface soils. Lawn, flowers, shrubs, and other plantings within five feet of the foundation walls should be hand watered and this watering should be minimized. If a drip irrigation system is used, one should limit the amount of water to sustain the plantings. One is also advised that any irrigation lines can leak and/or break and release excessive amounts of water near foundations and can cause damage to slabs and foundation walls. SUBSURFACE DRAINAGE: No free water was encountered during the drilling of the test holes, The requirement for subsurface (perimeter) foundation drains will be determined at the time of the open hole observation. See Figure 6 for a suggested method of installing the foundation drainage system. Ground water should not affect construction or be a deterrent to the construction of the structure. REINFORCING: The concrete foundation walls should be well reinforced at the top and bottom of the walls to clear span at least a distance often feet. This will give the walls beam strength to span 4 or bridge over any soft or loose pockets of soil not found in our exploratory holes or that may develop during construction. This will also help prevent differential movements of the foundation system. Refer to the foundation plan for specific details of reinforcement. The foundation plan is not a part of this soils report, and the exact requirements are a function of the design of the structure. TOPOGRAPHY: The topography of the site at which the test holes were drilled is relatively flat. WEATHER: The weather at the time of the soil examination consisted of sunny skies with cold temperatures. CONSTRUCTION DETAILS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent to the time of excavation for the foundation system. If soil conditions are encountered which appear different from the test borings as presented in this report, it is required that this office or a qualified soils engineer be called to inspect the open excavation. This inspection is not a part of this report and is not included as any part thereof. OPEN HOLE OBSERVATION: The owner, or a representative of the construction firm, shall contact Colorado Soil, LLC., a minimum of twenty-four hours prior to the completion of the foundation excavation to schedule an open hole observation. This observation must be performed before the placement of concrete, and preferably prior to the setting of the forms. This observation will insure that soft spots, anomalies, etc., are not present in locations which will affect the foundation. At the time of the observation, the requirement for subsurface drainage will be established. Additionally, the maximum allowable bearing pressure of the soil may be revised according to the soil conditions exposed. 5 ALL MEASUREMENTS ARE APPROXIMATE I f'f-( s-li YL~ &uild,i~ ~- I 12.D ~ \1', ~ 13'5' 12f,' & 2- 3 ~ <to 0 120' ~. PROJECT NUMBER: 02-0277 6 o o o PERCOLAllON TEST HOLE FOUNDATION SOIL TEST HOlE ADDRESS: 4240 KIPLING STREET JEFFERSON COUNTY SOIL PROFILE HOLE COMPACTION TEST LOCATION FIGURE 1 ~~ro.~ A , ~, 21 <: 02-0277 ADDRESS: 4240 KIPLING STREET JEFFERSON COUNTY. FlGllRE 1 A ,.......; .- o CI) Cf.)~ o::r1 '"011 roE-< ~....... o ~ ,.......; 0 o~ U c: ~ o:l c: " o ~ o:l ~ ID :: '" ID a. E '" '" '0 '" .c:; () :c " ~ ~ N o . N o "g! c: .- ::l ~ 0" a.O - 0" . -.rID'" ~~ID .- .c:; '" ::l () ..... CT c o ~.- "'",-.r ::.- ~ OtJ)~ -IDa. ..o.c:;E OU'" N.S (fJ mOL.. .c:;(')ID -- C)"Q) :G.!: E -=co: '" '" .- u..... 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FIGURE 3 ~?10:f11.n ul?!M~~ ~'..".. I ~ ?" .,ll;: '~, 'ft-s-: .,;~ 'li'.,1~1 .;~~, '-' ..,}~ !;."<;d, ,,;~,~~ ,'.:;.F"...,\<;': ~~.;..,o;~-r~.;. Drill 3/8" dia, hole in top base plate and use 60 penny nails at about 3'-0" c, c. to stabilize frame wall, Drive large nail into lower base plate 2"X4" stud wall secured from above by metal straps or nailing 1/2" drywall nailed to studs, only Wall base board nailed ~ . to base plate, only ~ . 1 1/2" space to allow ~: for independent . movement of the . floor slab . , . ~ . '. <t . .', 0" .11 .V ,. .. . o C 0$ ,.:: Concrete floor "Q ,:,~ o ..'.. ',' 2"x4" base plate secured with 3" concrete nails or ramset studs 1/2"xl" nailing strip to hold base board in place ';' slab FRAMING DETAIL Non-bearing wall on concrete floor slab over expansive clay soil FIGURE 4 o II Provide a minimum sloDe of 10% in the first 5' out from the house Roof gutter downspout and extension should extend beyond the gravel or bark area. --:::> Metal or wood edge with weep holes or Y2" space at the bottom to allow for the release of water. Ground surface Support for edge strip ~ Decorative gravel or bark area. , . .'. -() ., .' '. ..~ Plastic membrane or Landscape fabric. 2 x 4 (2 x 6) Redwood with 12" spike @ 4' oc drilled hole. PREFERRED METHOD DECORATIVE GRAVEL OR BARK AROUND PERIMETER OF HOUSE. 1 x 4 x 4" Redwood @ 12" oc ,w "'~ .:; 1/ : Gravel over plastic or Landscape Fabric ALTERNATE EDGE STRIP ~.-...;/;, . Concrete Foundation wall FIGURE 5 '., .. ". .... I~ X I !NOTE I DO NOT EXCAVATE VERTICAL TO THE TRENCH FOOTING .:-':1: '. THE SLORE TO THE BOTTOM OF THE DRAIN PIPE SHALL EXTEND OUT AT A 45. ANGLE WITH THE BOTTOM OF THE FOOTING WATERPROOFING .' BACKFILL AREA " " . , FOUN1lATION WALL '" " '. l, PAPER GRAVEL CONCRETE FOOTING MINIMUM DEPTH OF CLEAN GRAVEL, 8" INCHES (MIN. SIZE 1 INCH Details ofPer~pheraI Drain System Continuous Footing Foundation System SLOPE TO DRAIN INTO SUITABLE OUTLET. 1/4" PER FOOT FIGURE 6 ,. FOUNDATION WALL ) ( WATEllPROOFING 0 .' . Q'F' .:\' '" .. LCKFIU ARE? ..0 p .f '. . . " POLYETHEllNE ~ l' t::Il l ~ 2'-~" J 6" YL 3"'OR ~ 4" DIAMETER PERFORATED PLA5TlC PIPE MEMBRANE MINIMUM DEPTH OF ClEAJII GRAVEL, 12" I MINIMUM SIZE n Details of peripheral drain ~stem Pwtlal w.n on Grot.w1d foundation Systems SLOPE TO DRAIN INTO SUITABlE OUTlET, 14' PER FOOT FIGURE 7 ...J1: ~:~........-~..-..~_. j I I , 1 r,_"_~"",--"",-~~~-~-",-_"",,,'-e--'~-'~"~-""'--~-"-~~--~."-"~""---~--_. ~ lFORM (Kl 414.02-1123 I lAD PUBLIC SERVICE COMPAI\IY OF COLORADO HAZARD CONOITION TO BE CORRECTEO AS SHOWN BElOW CREATES AN IMMEOIATE HAZARO. THIS EOUIPMENT MUST NOT BE PUT BACK IN SERVICE UNTil REPAIRS ANO A THOROUGH INSPECTION HAVE BEEN MAOE BY A QUALIFIED CONTRACTOR. CONTACT YOUR lOCAL BUIlOlNG OEPARTMENT FOR COOE ANO PERMIT REOUIREMENTS PRIOR TO PERFORMING REPAIR WORK. () FOR FURTHER INFORMATION, TIME TAGGED BY TIME DATE ~ELATIONSHIP OF ~~~...............................----~_..~~._-,~~,--~---'"'_.~-~---"""----'- -~"--~-_.----'--' .--,~ --"--~_.~-_._..-~.~ ----"-.----- I_~"_~_"____'_'__'_'-__ ,--_--"--...-- ----'''---.--'- ..--- -.-0'... . IFOI1M IKI4I4-02-1123 PUBLIC SERVICE COMPANY, OF COLORADO ~ SPECIFY HAZARD CONOITION TO BE CORRECTED AS SHOWN BELOW CREATES AN IMMEOIATE HAZARO, THIS EQUIPMENT MUST NOT BE PUT BACK IN SERVICE UNTIl REPAIRS ANO A THOROUGH INSPECTION HAVE BEEN MAOE BY A UUAlIFIEO CONTRACTOR, CONTACT YOUR lOCAL BUllOING OEPARTMENT fOR COOE ANO PERMIT REQUIREMENTS PRIOR TO PERfORMING REPAIR WORK. INFORMATION, PHONE: TIME D/~'7 //) TIME DATE __________~_~_.~~~~---;- ~..._._...._~"_.:-~_~~~~___.._....:.._.c__..,_.<__.._...:o....~_.~___'___.__..._'_'~-..-.~ o .~.~:-~~~;-:~~~~~~~~. t -- "...,~"--~..~._-.,.._. _.-.-~"'-_..-"-- ,.--.-.--..........,---...-..-------. PUBLIC SERVII:E, !=OQMP~NY OF, COLORADO SPECIFY HAZARD CONOITION TO BE CORRECTEO AS SHOWN BELOW CREATES AN IMMEOIATE HAZARO. THIS EQUIPMENT MUST NOT BE PUT BACK IN SERVICE UNTIL REPAIRS ANO A THOROUGH INSPECTION HAVE BEEN MAOE BY A QUALIFIED CONTRACTOR. CONTACT YOUR lOCAL BUllOlNG OEPARTMENT FOR COOE ANO PERMIT REOUIREMENTS PRIOR TO PERFORMING REPAIR WORK. ~ '/""".---- ~_/? /,..2 ~ /2 ~ '" PHONE: ,j" -' .-" D^,,/..., ././J .-? Vov....-l' ,MeYV 0 ~f" r J- FOR FURTHER INFORMATION, TIME TIME DATE ) ~,-_.~_._..,- ~-_._..----~-,----_...._._._-~_.._- ~_.'" -",-,_.~"-' I. . .~-~-~~~-~._---~--_. ..u___.__.~...-