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5040 Tabor Street
------------- CODept t of Labor Employment —Division of dal Public Safety s 63317 St., Suite 500, Denver CO 60202-3660 Phone: 303-318-850518507 Fax., 303-318-8488 E -matt. tit. pubficsafety�siteqkgA Web: MMMxa�8or atfc�: pvtcdteta ABOVEGROUND STORAGE TkNK'rIGHJ'NESS TESTING ;aetPStg�4arsk .c.dh.:?,.� wa,:im3 J Y'Ai'-rte.:9ncp 3e1a { 5040 TAt,5C.75 S'E.....W.e_.».,.a.,�s......�... w._......,....»......._ :a€ Wheatr dge S lkuod Fula{4L 011-1;FaePty; Installer Name Hill Petroleum hisuailer.Acictrvmc 6301 Rail -,ton Rd.. 33 -303-462-5600 Contact Name: Steve Frost C'atntetrt F rn;rit: sfrost@hftet.com TEST RESULTS state CO41111; 1y0002 ^ Wtha aae M303-500.4631 i Insoector Name- Inspector Signature. fiats. 1certify udder penalty of tate that the information provided Frere and in supporting documents is true, accurate, and complete. sote*t t Tae n can OPS trtspertvr ac tart present during testing, this forts must 1xe ssgne d by the Tester ,GV t,±c •tree he ft�rx reGrr�itrira� tr f?i resterName: Tester i matuer� � hate: ._. Brian Foe'�'snsk rt Owner Signature: Yate. f ! Date Reviewed . 'Reviewed By Page 2 of 2 1 It killiit 9 R P, Tom, if 6 0 a a all! 1 tt 0 i I a I , FOR U -11A MANUFACTURER'S DATA REPORT FOR PRESSURE VESSELS (Alternative Fours for Single Chamber, Completely Sharpy or Field Fabricated Vessels Only) As Required by the Provisions of the ASME Boiler and Pressure Vessel Code Rules, Section VIII, Division I 1, Mai'Rda(tured and certified by Quality Steel Corporation, 5520 West Old Bingham Hwy, 01+est Jordan, Utah, 84061 dt arne and address of Manufacturer) 2 Manufactured for STOCK (Name and ;address c(Purchaser), S. Location of Installation PICA (N arrie rrnd address) 4. Type Horizontal 1NOOO49818toW00049821 NCA 5FI0 CwALR28 W00049818-WO0049821 2016 (Horizontal or vertical. tank) (Manufacturers serial number) (CRN) gClravursr nsyssber) (tvetlrarrat Boat, utsmber) (Year i3xr4( S A.`ur'' E Code, Section Vill, Division 1 2015/ PICA NIA NPA IEddion arab Addenda, ii applicable Gate) (Code Case numbers) (Special service per UG -120(d)) 6, Sheit SA414G 0.23€I in 0 in X4.6000- (ID) 12" 7.0000" (Matelot spec, number, grade) (Noininalthickness) (Cw, allow. ) (inner diameter) (ierrgth(uveranElJ E is 1 type 1r ODFlaThlk Min Hub Thk Flange How Material Location E3cltrn Ws her f7M ltd P 1Ps l t1CA w µ NPA NCA N/A NIA j NIA—1- 7 Seams: WL D.SINGLB BUTT FULL 100% jLonng, dielifed, dbf, sngr., lalt, tax0) IR.T.(spotoriuOrl S Fleads: (a) Material ... SA414C SPOT 80% 2 ..... Ispy , 60" grade) .,.. I.i2Cat4Dn (TW' Giottiitm, antrnitrm--T Corrosion Crown Radius � Fmdj Thickness Altoa�ance F.td}l4Cittq Mtn Hub L ocatic,n Type Ir O tN mge Tisk Material hlo AitacPaed __ _ ___.. VVashr (Fi5, Thk Nuln Size E Elting Materra4 uVast er Ma r}al (a) NIA __... _ NPA NIA NIA NPA NIA NCA NIA NIA « Ink) N/A _. S. fAAWP 25O psi NIAat tnax, temp. 00 *F NIA � Min. design metal temp, -20 `F at 258 psi Hydro, pneu., or comb, test pressure HYDRO at 325 psi Proof test NCA 0, Nozr_tes, inspection and safety value openings: Purpose (Inlet Outlet, Diameter or_ Material NoNozzle Thickness Reinforcement Attachment retails Location : s !< t x x Nina 2475637 oxa v6 2.107 Foir7r and vemptv> ttA S �ity of s eatid Building & inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Flan Review Fee, 4� � C} ice. 3173-23 a-2350 rax: 313- 3?- 9 9 Inspection Line.. 393-234-5933 Building er it Application * Please complete all highlighted areas on both sides at this form. Incomplete applications may not be processed. Property Owner mails ailing Address::: (if different than property address) Address: City, States Zi Arch tsct►Engineer E-mail: , Phone: Contractor: Contractors City License M Phone: Contractor E-mail Address: Sub Contractors: Electrical: Plumbing: Mechanical: W.l R. City License Wk City License # W.R. City License # Other City Licensed sub; Other City Licensed sub: City License # City License Complete all information can BOTH sides of this form Melissa Mackez From: Melissa Mackey Sent: Tuesday, April 19, 201610:35 AM To: 'sfrost@hillpet.com' Cc: pgoddard@buildingcci.com Subject: 5040 Tabor St. Phil has done an initial review of the plans submitted and in need of an electrical one line showing wiring type and electrical equipment (including circuits and outlets/switches). You may submit these electronically to myself and I will get them passed along to the correct person. Please let me know if you have any questions. Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Fax, 303-237-8929 www.dwheat Lidggexo.us CONFIDENTIALITY NOTICE: This e-mail comains business -confidential information. It is intended only for the use of the individual or entity named, above. If you are not the intended recipient, you air notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited, If" you received this communication in emir, please notify us immediately by e-mail, attaching the original message, and delete the original message from yourcomputer, and any network to which your computer is corarmted. Thank you, sl i¢9S r r 7903 Allison Way Arvada CO 80005303-424-3012 •. fax COMMUNITY RISK REDUCTION DIVISION PLAN REVIEW COMMENT LETTER These comments and approved plans must be on-site to receive any Fire District inspections. Deviation to the approved plans may require re -submittal for review and approval in order for any further inspections to be performed. BUILDING INFORMATION Address: 504 "Fabor street Suite. ---- City: Wheat Riche County: Jefferson (Zip: 80033 Submittal Type: Cather-- Fuel i"arch Installation Construction Type: Outside - AST Jurisdiction: Arvada Fire Protection District Occupancy Class. F-1, S-lq 3 Applicable Code Set: 2412 lFC 1113C" Project Area (f). 40 Occupant Load: Automatic Sprinkler System: No Sprinkler Type: /A Fire Alarm System. No WStandpipes: No Alternative Suppression System. No REVIEW INFORMATION AND STATUS Reviewer: Kick Tenorio - Fire Prevention Specialist Phone. 0')-4'72-1959 Bate Reviewed. 3/r'?C'}lEi .-_-_.-� _,� ....._mail: rrrhae�nx�c`ar°radatre.ccrrt __ Approval Status: Approved review l ue. 00.00 eei is C;o entsand Re nzre encs Request for installation request for installation for a 1,000 gallon liquefied propane gas tank and a IJL 2085 Spec ConVault with (2) 1000 gallon tanks within (I) C'onVault for a total of 2000 gallons of diesel gas for dispensing. The Fire District supports approval of the installation request with the following conditions: I . The property owner approves the installation on the property. I The Chief Buildinc, Official of the Wheat Ridge Building Department must approve the installation. 3. The Toning Division of the Wheat Ridge Building Dept. must also approve the request for installation. Page 1. of 4!4/2016 MobfleEyes www.a dafirecom Address: 5040 Tabor Street Job Number: 16-045 Wheat Ridge, CO 80033 Occupant Name: Foothills Maintenance Permit Number: 16-045-01 Contractor: Steve Frost Permit Issued On: 4/1/2016 Hill Petroleum Permit Expires On: 4/1/2017 Inspections Required: 0 P'E RAT 10 4NAAk L PERMIT - HA'ft ZARDOUS MATERIA'a LS TO REQUEST INSPECTIONS, CALL (303) 424-3012 AND ASK FOR THE ASSIGNED PLAN REVIEWER LISTED ON THE PLAN REVIEW REPORT. DESCRIPTION INSP #1 INSP #2 INSP #3 INSP #4 PASS FAIL PASS FAIL PASS FAIL PASS FAIL Hazardous Materials Inspection PERMIT COMPLETE (AFPD INSPECTOR SIGNATURE): DATE: NOTICE TO CONTRACTORS • Inspection request must be called in 24-48 hours before the desired inspection date. Inspections will be scheduled based on individual inspector availability. • NO inspections will occur without Fire District approved plans or comments available on-site. • Additional requirements not indicated on this card may be necessary -refer to approved plans and comment letter. • Work shall be in compliance with approved plans. Work not in compliance or that does not meet minimum standards may require additional inspections. • Failed inspections may require additional fees for re -inspection. • Inspections may reveal corrections necessary to bring work into compliance with applicable codes and standards. • Building FINAL inspection and approval is necessary prior to occupancy, • Post this record in a conspicuous place. • Loss or destruction of this card will require replacement and may require additional fees. h tp./iwww,mobile-eyes.com/MobileEyes3fFrackPermits—BasicPermit.asp?PID= I 76&PPID= 180 ill Complete 500 or 1000 gallon tank packages, with ASME tank, leg kit and tank fitting kit. Just add the TEECO or PACA dispenser module of your choice. All dispensing fittings are located at one end, far from gauges, fill and relief fittings. Calibrated, assembled and tested. Tanks, leg kits and fit- ting kits are also available separately, Vceder Root head available at no additional charge LPG Dispenser Price Sheet Effective May 1, 2015 ' Does nof include dispenser. Meuse add dispenser of choice for carnet price. PACA Dispenser Plates Same Specifications as PACks LPG dispenser modules, less the steel cabinet. Accessories # # Om Al IM -1 Visit www.teecoproducts.com to place your order. Sacramento, CA Auburn, WA Rapid City, SD Or call your local Teeco Branch: 800-225-6621 800-426-9456 800-843-8660 L Complete 500 or 1000 gallon tank packages, with ASME tank, leg kit and tank fitting kit. Just add the TEECO or PACA dispenser module of your choice, All dispensing fittings are located at one end, tat, from gauges, fill and relief fittings. Calibrated, assembied and tested. Tanks, leg kits and fit- ting kits are also available separately, Veeder Root head available at no additional charge, LPG Dispenser Price Sheet Effective May 1, 2015 * Does not include dispenser, Rease a(kI ftrienser of choice for correc! pfice PACA Dispenser Plates Same Specifications as PACNs LPG dispenser modules, less the steel cabinet. jff Accessories -"qFTMF7WVW"" Visit www.teecoproducts.com to place your order. Sacramento, CA Auburn, WA Rapid City, SO Or call your local Teeco Branch.- 800-225-6621 800-426-9456 800-843-8660 QW8 _ a Ewer 023 I um NOT :M6 kn it t o ` .,ao " c] " o 0 yt. iia sn taa 2'. z "t`9 a z cJ r� "_ axx �«= m�c°�i `•r's, cai. q4'k •sJ�u.s t?Sq Buz zia „,,yra j'. ifl ` m•. ca ea c,. `" an >~ rsa*. a -� w� ; ctta a .+* .. z c. ^� za 01,01, OV Whbrook, 11fiWiS - (708) 272-8800 k4elville, New York - (516) 271-6200 Unda erwriters Lboratories Inc -6, Santa Clam, California - (408) 985-2400 ftswch Trwvle ParK North Carolina - (919) 549-1400 C 1"LIANCTE, CATE Ur CERTuTcATE NUMBER: 300597-MH15966 ISSUE DAM- May 30, 1997 Issued to: ConVault Inc. 4109 zeering Rd. Denair, CA 95316 Report Reference: mH15966, Vol- I, Sec. 1, issued 6-4-93 This jr. to Certify that ConVault Tankst Protected Type representative samples of-, Have been investigated by Underwriters Laboratories Inc. in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety- UL 2085, Insulated Aboveground Tanks for Flammable and Combustible Liquids These secondary containment tanks employ "Venting by Form Of Additional Information*Construction" and are evaluated, tested, and marked "Protected," "Vehicle Impact Resistant,' and 'Projectile resistant." These tanks are for use in accordance with Appendix II -F "Protected Aboveground Tanks for Motor Vehicle Fuel Dispensing Stations outside of Buildings" of the Uniform Fire Code, published by the International Fire Code Institute, as well as NFPA 30, 30A. and 31. The Listing covers rectangular tanks from 125 to 12,000 gallons, See Owner's Manual for Installation Instructions - Only those products boe� the uL Listing Mark should be considemd " heing covered by UVs Listing and Follow -Up Ser0ce. The UL Listing Mark generally includes four elements as follows, the name *Underwriters Laboratories Irw-* in various forms and type styles, or abbreviations such as "Und. Lab, Inc.', or the symbol *UL In a circle' - S : the word 'Listed"; a control number (may be alphanumeric) assigned by UL; and, the product or category ri�im'e (product Identified as indicated In the appropriate UL Dtrectory "E NEW'T I IWERMLIM F 9 M&ME Review Engineei& Engi-ne 4tjner�wrlters Laboratories Inc. Unde;:��iers Laboratories Inc. Northbrook, Illinois - (708) 272-8800 Melville, Now York - (516) 271-6200 Underwriters Laboratories Ime Santa Clara, California - (408) 985-2400 Research TrWVle Park, North Carolina - (919) 549-1400 FIN I � "011W0E4r6.#-1J*-9 --�i wmmmuz= This is to Certify that mRI5966, Vol. 1, Sec. it issued 6-4-93 ConVault Tanks, Protected Type Have been investigated by Underwriters Laboratories Inc. in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 2085, Insulated Aboveground Tanks for Flammable and Combustible Liquids These secondary containment tanks employ "Venting by Form of AddittorW Information: construction`" and are evaluated, tested, and marked �Protected," "Vehicle Impact Resistant," and "Projectile resistant-" These tanks are for use in accordance with Appendix 11-F "Protected Aboveground Tanks for Motor Vehicle Fuel Dispensing Stations Outside of Buildings" of the Uniform Fire Code, published by the International Fire Code Institute, as well as NFPA 30, 30A, and 31. The Listing covers rectangular tanks from 125 to 12,000 gallons. See Owner's Manual for Installation Instructions. only those products beouid be considered " bei , . ,.: gby UVa Listing and F611ow-Up Service. The LJL Listing Mark generally includes four elements as follows: the name "Underwriters Laboratories Inc.* In various, forms and type styles, or abbreviations such as *Und. Lab, Inc.% or the symbol IUL in a cirde* - & . the word 'Ltsted% a control number (may be alphanumeric) assigned by UL; and, the product or category name (product Identifier) as indicated in the appropriate UL Directory. ReviewEngineei-4 g Enineer: Underwrt Laboratories c. e=lters Series 700B AC Powered Pumps Description of Included Models .• Number Description it W Safety Listings Approval Organization Mark Organization Description Shipping Weight File • Number Number COW Underwriters Laboratories Inc., a nationally recognized independent organization for testing of products to ensure public safety. Recognized MH7817 RCRX and accepted in USA,Canada and other countries. CIndicates compliance with applicable European AV 0= standards and the motor is rated as explosion N/A N/A Vft proof under those standards, AUSTRAL' AUSTRAL' ' Australian Certification Program, Certified CERTIFICAT'C under the Australian Certification Program under Aus X Me Aus EX 3620 as Series 700 (230 V, 76 LPM, N/A N/A heavy duty) Series 700B AC Powered Pumps Description of Included Models Model Number Description FR700 Heavy Duty AC Utility Pump with manual -a + 3/4" X 12' hose, FR701 Heavy Duty AC Utility Pump with manual nozzle, 34'X 12'hose and Model 807C meter installed. Safety Listings Shipping Weight LSACRUMI"* File Guide Number Number Underwriters Laboratories Inc., a nationally recognized independent organization for testing of products to ensure public safety. Recognized MH7817 RCRX and accepted in USA,Canada and other countries. Indicates compliance with applicable European standards and the motor is rated as explosion C E proof under those standards, MO Australian Certification Program, Certified under the Australian Certification Program under N/A Aus EX 3620 as Series 700 (230 V, 76 LPM, heavy duty) OW ZM Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201500748 Issued: 09/04/2015 Stipulations: Interior tenant finish, 3000 sf business occupancy. This certificate verifies that the building constructed and/ the use proposed of the building and/or premises, under t above permit number and on property described below, does compl with the Wheat Ridge Building Code and development standards the zone district in which it is located and may be occupie All other licensing requirements for the City must be met. I Owner: BANDIT LLC 5040 TABOR ST WHEAT RIDGE CO 80033 Contractor: Kevin Costenaro PO BOX 837 GOLDEN CO 80402-0837 For the Following Purpose: Commercial Remodel Code Editions No change shall be made in the USE of _Z 2012 ICC/2014 NEC this building without prior notice — 2006 ICC/2011 NEC and a new Certificate Of Completion — 2006 n ICC/2005fflfrom the City of Wheat Ridge. Other — Ni FAMS "I CERTIFtCATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES City of Date: Wh6atl idi:te E TL Building & Inspection Services Division 7500 W. 29th Ave., Wheat Fridge, CO 8003 Plan Review q L... .., � n Office: 303-235-2355 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building r tt Application PAID r 5 V� Property Address. � a Property Owner LPlease Print): W 6 w A �A Phone: Property Owner Email - Mailing Address: (if different than property address) Address: City, State, Zip: 6 e253 Contractor Contractors ityrlicense � � � � � ��� Phone: Contractor E-mail Address: Sub Contractors: tars `_ y. Electrical: Plumbing: Mechanical: W.R. City license # W.R. City License # W.R. City license ## Other City Licensed Soda: Other City Licensed Sub: City License ## City License Complete all information on BOTH sides of this form 0 NEW COMMERCIAL STRUCTURE ADDITION MI. . SERVICE UPGRADE It RonFINrl RESIDENTIAL ROOFING WINDOW REPLACEMENT ied, deck, etc.) ied, deck, etc.) kCEMENT TIENT CEMENT 1111 - :A. City of ]��rWh&atll,jid c ..,g CITY OF WHEAT RIME BAIRDING AND INSPECTION SERVICES DIvISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p303.235,2855J 303.237.8929 Proof of Submission for Permitting/Plan Reviel A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist the project type and be attached to the Building Permit Application at the time of submissio Applications presented for submission without a completed Proof of Submission form from a requi agency will not be accepted or processed. Date: 033�� . .1 ammmw��� a duty authorized representative of the agency indicated below and do, by my, sigriif6ri below,- hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. P -T* 7TI( o" Wheat Ridge Fire Protection Arvada Fire Protection • Wheat Ridge Water District • Consolidated Mutual Water Dist • Valley Water District • Denver Water Agency Notes: * Wheat Ridge SaWitation District * Clear Creek Sanitation District * Fruitdale Sanitation District * Westridge Sanitation District * Other Signature: Date: (Agency Representative) N Rmsmc�� Energy Code: 2012 3 Project Title: Tabor Street Tenant Finish Locatiow Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction APPROVED Subjet~ l ,o Field Inspec,,, WheRidge Buildiric.1 Signed, Plan tis rte Construction Site: Owner/Agent: Designer/Contractor'. 5040'Tabor Street Lawrence Smith Wheat Ridge, CO 80033 SRR COnsulting Engineering, LLC 37127 Cullison Ridge Rd Additional Efficiency Package Windsor, CO 80550 970-686-1004 1arrys@srbl1c,net Reduced interior, lighting power, Requirements are implicitly enforced within interior lighting allowance calculations, Mechanical Systems List Quantity System Type & Description AHU11CU1 (Single Zone): Heating: I each - Central Furnace, Gas, Capacity = 110 kyrtu/b Proposed Efficiency = 9&00% Et, Required Efficiency = 80,00% Et Cooli I each - Split System, Capacity = 60 Whith, Air -Cooled Condenser, No Economizer, Economizer exceptiow Low Operating Hours Proposed Efficiency = 1100 SEER, Required Efficiency = 1100 SEER Fan System: OFFICE I OFFICE -- Compliance (Motor narneptate HP method) : Passes Fans: Ell Exhaust, Constant Volume, 70 CFM, 03 motor nameplate hp EF2 Exhaust, Constant Volume, 70 CFM, 03 motor nameplate no AHUI Supply, Constant Volume, 1950 CFM, 1,0 rnotor nameplate hp AHU2 Supply, Constant Volume, 1350 CFM, 0,8 motor nameplate no Al -ill (Single Zone): Heai I each - Central Furnace, Gas, Capacity = 97 kBtulh Proposed Efficiency = 95,00% Et, Required Efficiency = 80-00% Et Cooling: I each - Split System, Capacity = 36 kBtulh, Air -Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency = 13,00 SEER Fan System: OFFICE I OFFICE -- Compliance (Motor nameplate HP method) : Passes Fans: EF1 Exhaust, Constant Volume, 70 CFK 0.3 motor nameplate hp Fill Exhaust, Constant Volume, 70 CFM, 0.3 motor nameplate hp AHU I Supply, Constant Volume, 1950 CFM, 1,0 motor nameplate hin AHU2 Supply, Constant Volume, 1350 CFM, 0,8 motor nameplate no DWHI- Electric Storage Water Heater, Capacity: 30 gallons Proposed Efficiency: 0,91 EF, Required Efficiency: 0,89 EF Project Title: 'Tabor Street Tenant Finish Report date: 05/13/15 I'll, Data fiferl C:\SRB Drawings\SRB DRAWINGS - 2015\15075 -'Tabor' Street TF\Tabor, li Page el, f 10 Mechanical Compliance Statement Compliance Statement: The proposed mechanical design n represented in this document is consistent with the building plans, specifications, and Cather calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in t:OMcfrecit Version 4.0.0 and to comply ith the mandatory requirements irements listed in the Inspection Checklist. Vwairc e Richardson w Mech, De ,ignw' VailceI 05-18 2015 _Sigratare ,ea .�.m�, __.._._..a.,.a.. Date* . a�_____ Project Title: Tabor Street Tenant Finish Report, crate. 05/13/15 Data filename: :\SRB Drawings\SR DRAWINGS - X015\15075,. Tabor Street TFVTabor M,cck Page < f 10 COMcheck Software Version 4.0.0 Inspection Checklist Energy Code: 2012 IECC R squire eats; 89.0% were addressed directly in the COMcheck of Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided, 2012 HEM Plan Review Complies? Comments/Assumptions C1012 Plans, specifications, and/or OComplies Requirement will be met. (PR2]1 calculations provide all information Oboes Not with which compliance can be determined for the mechanical Not Observable systems and equipment and ONot Applicable document where exceptions to the standard are claimed, Load calculations per acceptable engineering standards and handbooks, C103,2 Plans, specifications, and/or ElComphes Requirement will be met, [PR311 calculations provide all information EJDoes Not with which compliance can be determined for the service water Not Observable heating systems and equipment and E]Not Applicable document where exceptions to the standard are claimed, Hot water system sized per manufacturer sizing guide, ...... .... ------ C406 Plans, specifications, and/or, ElComplies [Pp la calculations provide all information E]Does Not with which compliance can be determined for the additional energy ONot Observable efficiency package options, Debt Applicable Additional Comments/Assumptions. nipact 1) Medium Impact (Tier 2) LowImpact (Tier 3) Project Title: Tabor Street Tenant Finish Report date: 05113/15 Data filename: CASRB Dray ings\SRB DRAWINGS - 2015\15075 - Tabor Street TF\Tabor M.cck Page e"-,3 ,, Of 10 Freeze protection and snow/ice melting system sensors for future connection to controls, LICompfies, Exception: Requirement does not, apply, DDoe s Not E]Not Observable ONot Applicable - - - - -- ----------- - - ------- ---- ...... ...... . �'11 9h Irripact (Tier iw qiurn Impact {Tier 2) 1.1 -1 -Low Impact (Tier 3) Project Title: Tabor Street Tenant Finish Report date: 05/13/15 Data filenarne: C:\SRB Drawinc s\SRB DRAWINGS - 2015\15075 - Tabor Street T'F\Tabor M,cck Page 1,0 it s t t tions: .�� "....._ .. .�.��....�1 't.Hg impact (Tier )� ..�a�1....�aLow .Impact.w,._," ..�r ,r 3) �rr��a ii" " ., Project Title: Tabor StrtTcart F€rt m Itcsrtdate: 05/13115 l ata fil namee C\5R 1 Drawln\SR DRAWINGS - 2015\15075 - Tabor Street TFN"ra or M.cck Page < 10 C403,23 HVAC equipment efficiency Efficiency:— Efficiency:_ LJComplies See the Mechanical Systems fist IME5512 verified, Oboes Not for values, [3l of Observable EJNot Applicable C4012,5, ----------- Demand control ventHation -- Ekomplies Exception: Systems with I provided for spaces >500 ft2 and Oboes Not design outdoor air of less [ME59]1 >25 people/1000 ft2 occupantthan [JNot Observable 1200 drys.density and served by systems with air side economizer, auto ONot Applicable modulating outside air darriper control, or design airflow >3,000 cfM, komplies Requirement will be met, (ME6012 insulated, Where ducts or 0Does Not plenums are installed in or under E]Not Observable a stab, verification may need to Edot Applicable occur during Foundation Inspection, HVAC piping insulation thickness, in, in, ElCompfies Requirement will be ,net. ME6112 Where piping is installed in or E]Does Not under a slab, verification may ,Not Observable need to occur during Foundation E]Not Applicable inspection, H VAC piping insulation thickness, in. in, OComphes - ------------- - --------- ---- Requirement will be met, E61112 Where piping is installed in or EJDoes Not under a slab, verification may need to occur during Foundation []Not Observable Inspection. ---------------- E]Not Applicable -'403,2.8 -- - Thermally ineffective panel ------- ---- ElComplies Exception: Requirement 'ME4113 surfaces of sensible heating ElDoes Not does not apply. panels have insulation >= 1 -3,5, oNot Observable CJNot Applicable ucts and plenums sealed based DComplles Requirement will be met, ME1012 on static pressure and location, C)Does Not ONot Observable 0Not Applicable Ductwork operating >3 in, water, OComplies Exception, Requirement L3 column requires air, leakage E]Does Not does not apply. ME1113 testing, [3Not Observable . ....... - - - ----- -- - --------------- FIlot Applicable -------------- - - .mN Ductwork operating >3 in, water oplies.ro OCm Exception: Requirement 1.3 column requires air leakage 0Does Not does not apply. ME1113 testing, [_JNot Observable ONot Applicable C4033, 1, Air economizers provided where iH40111. required, meet the requirements 1 for design capacity, control (1E621-1 signal, ventilation controls, high - limit shut-off, integrated economizer control, and provide a rneans to relieve excess outside air during orreration, iplies Requirement will be met, s Not Observable Applicable . ..... . .... . ........ ........... .... r- --r .. ...... .... . ..... . ...... .. - L tI�lmpact (Tier 1) 2,JMediUM Impact (Tier "� ',Low Impact {Tsar 3l Project Title: Tabor Street Tenant Finish Report date: 05/13/15 Data filenarne: CASRB Drawirigs\SRB DRAWINGS - 2015\15075 - Tabor Street 1TkTabor M.cck Page 01 f 10 C403,11, Air economizers provided where C4033,1 . reqUired, meet the requirements I for design capacity, control [1E6211 signal, ventilation controls, high - controls to limit fan motor limit shut-off, integrated demand, economizer control, and provide �ai_fan _roctp_r,s.hp to . ...... a means to relieve excess -----Air outside air during operation. -,o-"u-t-l-e,"-t,-s-and --- -a-1 -te Leave a vane -axial fan with z-o—n e, r-r-n—i n 1 devices have means for air (ME5313 todancing. VAV fan motors >= 7,5 his to be LJ W -A) driven by variable speed drive, E] Vane axial have a vane -axial fan with fan variable pitch blades, or have L] Other controls to limit fan motor - fan demand, Exception: Requiremeeet �ai_fan _roctp_r,s.hp to . ...... ... .. 0,-,V,SD driven by variable speed drive, Vane axial Leave a vane -axial fan with fan variable pitch blades, or have Other controls to limit fan motor demand, Exception: Requirement Ocomplies Requirement will be met, E]Does Not [JIsot Observable ONot Applicable UComphes Requirement will be met, VAV fan motors >=7.5 hp to be Elyres Not [,J wDu LJ(Zompies Exception: Requirement [3olot Observable 0 vane axial El Vane axial DNot Applicable have a vane -axial fan with - fan Complies Exception: Requiremeeet Vane axial E]Does Not does riot apply, fan Other (lot Observable OComphes E]Not Applicable demand, p li e ---s ------------ Exception: Requirement Vane axial 13Does Not does not apply, fan Other (lot Observable E]Not Applicable VAV fan motors >=7.5 hp to be LJ vera [,J wDu LJ(Zompies Exception: Requirement driven by variable speed drive, 0 vane axial El Vane axial ElDoes Not does not apply. have a vane -axial fan with - fan fan (]Not Observable variable pitch blades, or have Other Other -]Not Applicable L controls to limit fan motor OComphes Requirement will be met. demand, [_JNot Observable C403.2.6 Exhaust air energy recovery on [ME571,1 systems meeting Table C403,2.6 Unenclosed spaces that are heated rise only radiant heat, C40143 Hot gas bypass firnited to: <=240 (MM3 la kBtu/h - 50% >240 kBtu/h - 25% .... C403.43 Hot gas bypass limited to: <=240 [ME35]1 kBtu/h - 50% >240 kBtu/h - 25% s Not, Observable r--r-- ------- --- -- ---------- .. ........ . .. .. . . . ........... ... . . ......... . .. ............. . Ll i High Impact (Tier 1) 2 � Medium Impact (Tier 21 Impact (Tier 3) Project Title: 'Tabor Street Tenant Finish Report date; 05/13/15 Datafilenarrre: C:XSRB Drawings\SRB DRAWINGS - 2015\15075 -Tabor Street TF\Tabor M.cck Page Of 10 . . ........ - ElCornplies Exception., Requirement Oboes Not does not apply, L -]Not, Observable Oblot Applicable r�1CompPi-e—S Requirerxaerrt will e rrie[.- IJDoes Not (Tot Observable allot Applicable OComphes Requirement will be met. Dfloes Not [_JNot Observable r1fla-4- At�,.kf- r--r-- ------- --- -- ---------- .. ........ . .. .. . . . ........... ... . . ......... . .. ............. . Ll i High Impact (Tier 1) 2 � Medium Impact (Tier 21 Impact (Tier 3) Project Title: 'Tabor Street Tenant Finish Report date; 05/13/15 Datafilenarrre: C:XSRB Drawings\SRB DRAWINGS - 2015\15075 -Tabor Street TF\Tabor M.cck Page Of 10 t illrgh Impact(liar s d ,.. edrurn Impact (Tier 2) m 1€oar Impact (Tier ) Cryr „ .,....-.„..... _A, m..,.S PrCileCtTltle. Tabor Street Tenant Finish """.,�._...»�.._.��...�._.�,.�..,m.Y,..w......�...,.._�,�._._.A.�.._.�....�.�,�.,Report date: 05/13/1 Data filename: C:;\SRR Drawings\SR DRAWINGS - 2615\15075 - Tabor Street TF\labor I .cck Page. 6iW 10 - ------ -------- Compile ents/A 12,4 Heating and cooling to each zone is OCornplses Requirement will be met. 2 controlled by a thermostat control, ODoes Not (1 ," Minimum one humidity control device Not Observable � per installed hum dification/dehunardsfication ONot. Applicable system, It x2x Heating and cooling to each zone is I- ornplies Requirement will be met, 2 controlled by a thermostat control. ElDoes Not � 1F1 21 Minimum one humidity control device ONot Observable per installed humidificationldehumidification E]Not Applicable systems. e..,.�m.,. �,. .: $ iherrsio tattC orttrol halde a �F C.-....� i- plies Requireriler#t wll3 # met 2 deadband. DDoes Not [F13813 EINot Observable Not Applicable C Cl .2.4. Temperature controls have setpoint ElCornplies Requirement will be met. 2 overlap restrictions, Oboes Not (F1201- ONot Observable E]Not Applicable � tiix2„1. l acts "one equipped with setback controls using automatic time clock or C-omplras” D oes Not l'equlrerrresat will be rase(. t �[Fl gll programrnable control systems. Not Observable ' ONot Applicable - :1.2x : .... .. .,............ Automatic ontrolsa Setback to 55*F O omplies a ........ Requirement will be met. (heat) and 85*F (cool), 7 -day clock, - EDoes Not [FP CI a hour occupant override 1. hour ONcat Observable backup E]Not Applicable ....,,. ..... ... .._.... C403.2.4. Systems Include optirnurn start 0complies _,_........... .,_._. ........ 13 controls. El oes Not [F14113 [3Not Observable E]Not Applicable �*�1e2.�lx'. .Sytenr3S lrgClt„icf�' r'a�.atln"ikd4"Yk Start C��'or�sp8ies 33 controls. 0Does Not [F1 1 3 Not Observable ONot Applicable _.,_,4 ..,.U.. —u,.„„,_, ,_....,..-.., -_. -w,.,., Furnished )-I AC as•burlt drawings „a.„.„ ��� .. .. ornplses m,M Reg'urre--m-ent will tau Haat. 1 submitted within go days of system O oe Not 1F1713 acceptance. Not Observable Not Applicable ..w..,.. ,.. e,.w„�..., ,,.....�..,.�. �,._.,...__., ..,...,�., ...,,..w, o.,..,�. _,_m ...e.,m, .�..,,„..�..a..,.,. .�.. ..:.......... C 63.,a,. , Furnished O&M manuals for HVAC '6631, ..,...,,,. .w._._..m ,.,....,.,.._,.. OComplies .,,,.,___ ....�.,.,,._..,...,,.,. Requirement will be met.. 08.2.5.2 systerns within go days of systems 0 -Does Not (F1813 acceptance. []Not Observable CINot Applicable [ C408,2,5. An air anchor hydron c syster"n omplies Requirement will be met.. 2 balancing report is provided for HVAC Ell oes Not (F14 ' systems. Not Observable %NotApplicable �>,�.� (i HVAC control systems have been � , .. OComphes Requirement will be met. 2 tested to ensure proper operation, Oboes Not (FI1011 calibrations and adjustment of controls, EJNot Observable ,Not Applicable „ M r t illrgh Impact(liar s d ,.. edrurn Impact (Tier 2) m 1€oar Impact (Tier ) Cryr „ .,....-.„..... _A, m..,.S PrCileCtTltle. Tabor Street Tenant Finish """.,�._...»�.._.��...�._.�,.�..,m.Y,..w......�...,.._�,�._._.A.�.._.�....�.�,�.,Report date: 05/13/1 Data filename: C:;\SRR Drawings\SR DRAWINGS - 2615\15075 - Tabor Street TF\labor I .cck Page. 6iW 10 1,, a` h;..,Impact (Tier 1. ....Medium...Impact.(Tier 2I.... .__ N 3 stow Impact (Tier 3) Project Title: �.. labor Street Tenant Finish Report date': 0d13;1 Data filename: CASRB Drawings\SR DRAWINGS - 2015\15075 -Tabor Street T"F\Tabor M.cck Page 10 2012 Wt Final Inspection Complies? cornments/Assumptlons E4u�. 04.3 Public lavatory faucet water Complies Requirement will be met, [Fill 3 temperature =110'F, oes Not []Not observable ONot .Applicable �.....,w ...._... _._. _..._,._ _ a w_ _ ." _._. First S ft of o ,flet pr inp 8s in a slated m . _� _,..,r �C.omsp9ies Requirement will be maet. l452 DDoes Not []Not Observable blot Applicable C403.2.2 HVAC systems and equipment [ Com lies Requirement will be met. [F127[3 capacity does not exceed calculated DDcres Not loads [']Not observable [Not Applicable C408.2.1 Commissioning plan developed by OComplies Requirement will be met, [F12811 registered design professional or 13Does Not approved agency, cat observable, []loot Applicable C408.2.4 Preliminary commissioning report OComplies ..._..... . ..___.,e ......,� Requirement will be met, [F12911 completed and certified by registered E]Does Not design professional or approved E lIcft Observable agency. ONot Applicable C408,2,5, Final commissioning report due tom._.,_._ OComplies - Requirement will be met 4 building owner within 90 days of 0Does Not �(F130[1 receipt of certificate of occupancy. ONot Observable ONot Applicable x C408,2.3. HVAC equipment has been tested to [ sCornplies Requirement will be met, 1 ensure proper operation. DDoes Not l [F13111 Not observable Not Applicable C408.2.3, Economizers have been tested to [ Complies Requirement will be met. 3 ensure proper operation. ODoes Not [F[321' `;lot observable ; Not Applicable C406 Efficient HVAC performance, efficient C Complies [F134)' � lighting systema, or on-site supply of E]Does Not renewable energy consistent with what is shown the approved plans ONot Applicable --------- Additional Comments/Assumptions: 1,, a` h;..,Impact (Tier 1. ....Medium...Impact.(Tier 2I.... .__ N 3 stow Impact (Tier 3) Project Title: �.. labor Street Tenant Finish Report date': 0d13;1 Data filename: CASRB Drawings\SR DRAWINGS - 2015\15075 -Tabor Street T"F\Tabor M.cck Page 10 2012 It Tabor Street Tenant Finish New Construction APPROVED L-a46���, Wheat Ridge ui dit Viµ . Date Signed" Plan checker - i*� constmChon Site.Owner/Agent: Designer/Contractor 5040 Taber Street Lawrence rence Smith Wheat Ridge, CO80033 SRB COnsulting Engineering, LLC 37227 Cullison Ridge R Additional en Package Windsor, CO 80550 970-686-1004 larrys@srblic.net Reduced inte€ior lighting power, Requirements are implicitly enforced within interior lighting allowance calculations. C Area Category Floor Area Allowed Allowed Wafts Watts 1 (BXC) I -Whole Building (Office) 3000 0 AS 2550 Total Alkw4ed Watts 2550 4, it �- Project Title: Tabor Street Tenant Finish Report date. O§ 2 125 Data fllenarne: C.:\SR1 \25075 Tabor Street Design\TT boar.cck Page - 6 r Fixture 10 : Description I Lamp t Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X 0) Fixture Fixtures Watt. Linear Fluorescent 1: & 2x2 2 -Lamp Prismatic. 24"T8 17W: Electronic: 2 a 34 272 Unear Fluorescent 2: B2.- 2x4 2 -Lamp Prismatic: 48" T8 32W: Electronic: 2 18 60 1080 Linear Fluorescent 3: BI 2x4 3-Larnp Prismatic: 48"T8 32W: Electronic: 3 8 90 720 Unear Fluorescent 4� G: 4� 2 -Lamp Strip: 48* T8 32W: Electronic: 2 1 60 60 Linear Fluorescent 5. E: 4' 2 -Lamp Wall Mount. 48"T8 32W: Electronic: 2 2 as 120 LED I* L: 6' LED Recessed Can: Other 1 4 12 48 4, it �- Project Title: Tabor Street Tenant Finish Report date. O§ 2 125 Data fllenarne: C.:\SR1 \25075 Tabor Street Design\TT boar.cck Page - 6 .... . ........ . 2012 IEC C Rough-in Electrical Inspection Complies? Comments/Assumptions 04,05,2.2. Automatic controls to shut off all [ Complies Requirement will be met. 1 building lighting installed in all E]Does Not (EL2212, buildings. ONot Observable ONot Applicable C405.2.1. Independent lighting controls installed OComplies . ........... Require sent will be met. m I per approved lighting plans and all ODoes Not JE12312 manual controls readily accessible and ONot Observable visible to occupants, ONot Applicable 0405.2.1, Lighting controls installed to uniformly ElComplies Exception: Areas that are controlled by an occupancy sensor. 2 reduce the lighting load by at least ODoes Not (EL15)1 5M ONot Observable ONot Applicable ,-,does a6i, -6ayl-1-g-h- i"z-one-s"p-ro, vided"with-C Comrmplmes. E-,x,-c--ep,-t,i'o-,n":--,-Requirement 3 individual controls that control the ODoes Not M116,12 lights independent of general area ONot Observable lighting. ONot Applicable F�_ '_SIeepi o_9u_n'its _h' av_e_a_t1ea's_t o"n-'e, -0-komp 4es__' --E-x- cep—tio-n- ':'--R- e- qoir e-men't- d-,o",e-,s--n,o-t,--a-p--p-l-y-. [EL1713 master switch at the main entry door ODoes Not that controls wired luminaires and ONot Observable switched receptacles, ONot Applicable 0405.2.2. ---------- Occupancy sensors installed in OComplies -------- Requirement will be met, 2 required spaces. ODoes Not [E .16[a Not Observable ONot Applicable C405.2.2. Primary sidefighted areas are Co plies --- --------------- - - -------------- Exception: Requirement does not apply. 3 equipped with required lighting ODoes Not [EL2011 controls. ONot Observable ONot Applicable C405.2.2. Enclosed spaces with daylight area 0complies Exception: Requirement does not apply. 3 under skylights and rooftop monitors E]Does Not CEL2111 are equipped with required lighting E]lot Observable controls. ONot Applicable C405.2.3 Separate lighting control devices for OComplies ^ Requirement will be met. [EL411 specific uses installed per approved lighting plans. ODoes Not E]Not Observable ONot Applicable does not --- [EL1913 numbered lamp configurations that ODoes Not are with 10 feet center to center (if ONot Observable recess mounted) or are within I foot E]lot Applicable edge to edge (if pendant or surface mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per OComplies Requirement will be met. [EL611 face. 0Does Not Not Observable ONot Applicable 0405.2.3 ----- -------- Additional Interior lighting power OComplies M Requirement will be met. [EL81' allowed for special functions per the [foes Not approved lighting plans and is automatically controlled and ONot Observable separated from general lighting, ONot Applicable AdditionalComments/Assumptions: ...... ... . .... . .................... .............. . . ..... .... ...... .. l.1%l�mgts impact (Tier 1)edsumxm Impact (Tier 2) 1 Low #mrmpact (Tier 3) Project Title: Tabor Street Tenant Finish Report date: 05113/15 Data filename: C:\SRB\15075 Tabor Street TF\Design\Tabor,cck Page 3 6 t-„kFirg 6rropact (Tier 1} ._. i .l e turn Impact (T er ._ .. Low Impact (Tier 3) ......,,.€ Project Title. Tabor Street Tenant Finish Report date 05/13/15 Data filename: C:\SRB\15075 Tabor Street T"F\De ign\T"abnr.cck Page t 6 I I High Impact (Tier 1) J 2 1 Medium Impact (Tier 2) 3 i Low Impact (Tier 3) _L11_1_1 --- 1-1_1 --- ....... .... __ -- --------- Project Title: Tabor Street Tenant Finish Report date: 05/13/15 Data filename: C:kSRB\15075 Tabor Street TF\DesignXTabor.cck Page C, 6 2012 IECCI Final Inspection r Complies? Comments/Assumptions 0408.2.5. Furnished as -built drawings for OComplies I electric power systems within 30 days ODoes, Not ffll6f3 of system acceptance. ONot Observable ONot Applicable C303.3,C4 Furnished O&M Instructions for ------------ OComplies 0&2,51 systems and equipment to the ODoes Not [FI17P building owner or designated ONot Observable representative, Not &applicable C405.5,2 Interior installed lamp and fixture OComplies See the Interior Lighting fixture schedule for values, (FI1811 lighting power is consistent with what ODoes Not is shown on the approved lighting ONot Observable plans, demonstrating proposed watts ONot Applicable are less than or equal to allowed watts. C4083 Lighting systems have been tested to ..... .......... OComplies (F133)1 ensure proper calibration, adjustment, ODoes Not programming, and operation. ONot Observable ONot Applicable C406 Efficient HVAC performance, efficient OComplies [Ft3411 lighting system, or on-site supply of ElDoes Not renewable energy consistent with ONot Observable what is shown the approved plans. ONot Applicable Additional Comments/Assumptions: I I High Impact (Tier 1) J 2 1 Medium Impact (Tier 2) 3 i Low Impact (Tier 3) _L11_1_1 --- 1-1_1 --- ....... .... __ -- --------- Project Title: Tabor Street Tenant Finish Report date: 05/13/15 Data filename: C:kSRB\15075 Tabor Street TF\DesignXTabor.cck Page C, 6 ram kwragrixal Mike Born Dream lake, LLC 5040 Tabor Street Wheat Ridge, CO 501133 3650 Chestnut Place, Denver, Colorado 80216 Phone: 303.296,6022 1 Fax: 303, .145 Inspection for Asbestos -Containing ontainin Materials 5640 Tabor Street Wheat Ridge, CO80033 Family Environmental Project Number: 0520.15-1 Family Environmental Compliance Services, Inc. GamilyEnvironmental) is pleased to submit this report summarizing the inspection activities conducted at commercial l buildin , located at 5040 Tabor Street:, Wheat Ridge, Colorado, 80033 (the Situ, Family Environmental was contracted by Dream Lake, LLC (the Client) on May 20, 2015 to inspect and identify suspected Asbestos Containing Material (ACM), collect and submit samples for laboratory analysis, and provide an inspection report. Meld work was performed on May 27, 2015.. Data gathered during the visual inspection of the Site, collection of bulk samples of inspected suspect building materials., and the interpretation of analytical results is intended to provide information Haat meets federal, state, and local regulatory requirements. The sampling and inspection process was conducted in accordance with the following standards. • Asbestos Ha and Emergency Response Act (AH ` ) -- 40 CFR 76 3 Subpart E sections 763.80 to 763.94 • Colorado Department of Public Health h mid Environment ( DPH) Regulation Number 8 (deg. S) • United States Environmental Protection Agency (PA) National Emissions Standards for Ha7ardous Air pollutants ( f SHAD) — 40 CFR Cal Part M • Clccupationa.I Safety and I-iealth Administration (OSHA) asbestos regulations — 29 CFR 1926 parts 5 8 and 11x31, and 29 CFR 1910 Parts 134 and 1001 1.0 REGULATORY COMPLIANCE This inspection was performed in anticipation of renovation activates Haat are expected to impact suspected asbestos containing building materials. Asbestos has been added to over 3,000 materials and products produced and used in the United States, Suspected AC:Ms include; nearly all building materials with the exception of Mass, acetal or rubber. According to AHERA and CDPHE Reg. S, suspect AGMs must be properly sampled and submitted for analysis before any disturbance occurs at the Site. for a building material to be categorized as ACM, it must contain asbestos in a quantity greater than one percent, as confirmed by aro EPA accredited National Voluntary Laboratory Accreditation 3650 Chestnut Place, Denver, Colorado 80216 Phone: 303.296,6 022 / Fax: 303.292,1451 Program (,NVLAP) laboratory. ACMs are categorized into two subsequent categories, non -friable asbestos and friable asbestos. Non -friable asbestos is any material that cannot be crumbled, pulverized or reduced to a powder by hand pressure when dry. Friable asbestos can be crumbled, pulverized, or reduced to a powder by hand pressure when dry. ACMs identified in this report, are subject to the EPA NESHAP Regulations for Asbestos and the CDPHE Reg. 8. The CDPHE is responsible for the administration of tile EPA NESFIAP program in Colorado, EPA NESHAP prohibits the release of asbestos fibers into the atmosphere during renovation or demolition activities. The asbestos NESHAP requires that potentially regulated ACMs be identified, classified, quantified and removed where necessary prior disturbance. All friable ACM as well as non -friable ACM that can be rendered friable during demolition or renovation activities must be removed by a licensed General Abatement Contractor (GAC), Materials containing asbestos quantities of one percent (I %) or less are also be subject to OSHA regulations if air concentrations sampled during demolition or renovation activities are at or above the permissible exposure limit (PPL) of 0.1 fibers per cubic centimeter (f/cc) as an eight hour time weighted average, or the excursion limit of 1.0 Vice as averaged over a 30 minute sampling period. OSHA regulations ter General Industry and the Construction Industry include provisions for communication of hazards by the building owner, to building employees, or in the case of subcontracted building services, the subcontractor to subcontractor employees: • The employer must inforin maintenance staff and subcontractors if building components have the potential to expose staff and subcontractors to asbestos. • The building owner shall maintain records concerning the presence, location and quantity of ACMs in the building for the duration of ownership, and records shall be transferred to any successive owners. • The building owner shall affix labels or signs to Positively identified ACMs so that employees and building visitors will be notified of materials that contain asbestos. Such labels or signs shall be placed in areas where employees are likely to impact ACMs as a pail of their work. 2.0 SITE / BUILDINC, INFORMATION Tile subject building is located at 5040 Tabor Street, Wheat Ridge, Colorado, 80033, This was a limited—destructive pre -renovation investigation. Drawings of the existing conditions and renovation designs were not provided to Family I.:',nvironniental prior to the inspection and sampling activities. The building is approximately 2,925 square feet (ft) and is primarily composed of metal, concrete, wood and drywall construction, The facility featured a large office suite at the west, and two open storage slay=s at the east. The inspection area included the entire structure. During the inspection, the inspector was able to identify, and inspect: * Twenty-five (25) functional spaces were identified, * TNventy-four (4) functional spaces were surveyed. * One (1) functional space was exempted from this inspection, as follows: o Wall cavities were uninspected due to limited destructive techniques 3650 Chestnut Place, Denver Colorado 80216 Phone: 303.296,6 2 2 ,/ Fax: 303.2 2, 1451 _. e...... 3..0 FIELD ACTIVITIES On May 2 , 201 „ an AH /CDPftib accredited asbestos inspector from Family Environmental conducted a limited asbestos inspection of the Site. The purpose of this asbestos inspection was to evaluate for the presence of AGMs throughout the structure. The inspection was conducted in accordance with the methods s and procedures outlined in the aforementioned documents, 3.1 Visual Assessment Inspection activities began with visual observation of the structure to identify homogeneous areas for suspect ACM. Homogenous areas (materials) are classified into one of file following three categories. • Surfacing Material () refers to a wide range of trowel or spray -applied materials typically used for acoustical, decorative or fire proofing purposes, • Thermal Systema Insulation (T t) refers to insulation Haat is applied to heating; or mechanical system components. Examples include pipe, tank- and boiler insulation, • Miscellaneous Materials (M) refers to refers to all Cather materials that do not frill into one of the previously mentioned categories, Examples include floortiles, adhesives, composite drywall systems and ceiling tiles. Appendix A provides a summary of the areas determined to be homogeneous and the laboratory results for those areas. 3.2 Physical Assessment and Sample Collection A tactile assessment of each homogeneous area of suspect ACM was conducted to assess the general condition and the friability of the .material. Friability was assessed by physically touching suspect materials, Following categorization for material type and friability, °a sampling strategy was developed based on the following requirements: Bulk Sampling Strategy Less than 1,000 urfacing (S) 1 1,000 to 5,000 I 5F Based on the results of the visual observation, bulk samples of suspect ACM were collected in accordance with Al-IER A protocols, Random bulk samples of suspect materials were collected in each homogeneous area using wet methods as applicable to reduce the potential for fiber release, During the inspection, Family Environmental staff" identified eight () suspect homogenous materials, and collected twenty-two (2) bulk samples. The following major categories of homogenous areas were identified as beim suspect asbestos containing materials: .�efrM2osite_l rw+`wwall --C 1M: One ( l) unique CDW was identified during this inspection, and one (1) was sampled, Laboratory analysis determined that the CDW identified during this inspection contained trace fc19Q amounts of a heet s, �a(PVfMrofXTpul 3650 Chestnut Place, Denver, Colorado 80216 Phorre: 303,296.6022 / Fax: 303,292.1451 • Concrete Mason one (1) unique CMS was identified during this inspection, and one (1) was sampled, Laboratory analysis determined that the CMS identified during this inspection contained regulated amounts ofasbestos. • Duct P :cave (1) unique DI was identified during this inspection, one (1) was sampled. Laboratory analysis determined that the DI identified during this inspection was non -detect for asbestos. • LgYtinC°cit rin parr I l : two (2) unique LIP's were identified during this inspection, and two (2) were sampled. Laboratory analysis determined that the LIP' s identified during this inspection were non -detect for asbestos, Mastics dheivds tarp . two (2) unique MA's were identified during this inspection, and one (1) was sampled. Laboratory analysis determined that one (1) of the MA's identified during this inspection was non -detect for asbestos. Due to the limited destructive techniques used during this inspection, the remaining MA was assumed to contain regulated amounts of asbestos. j9_X_tu_r_e_d_Slj_r_fa_cin 9 ,LTS : one (1) unique TS was identified during this inspection, and one (1) was sampled, Laboratory analysis determined that the TS identified during this inspection contained trace (<1 %) amounts of asliestos. Each sample was placed in a sealed container and labeled with a unique sample number using an indelible marker, Appendix B contains the Laboratory Analytical Summary of all of the bulk samples collected. 3.3 Chain of Custody Samples were deli-veredalong with a completed chain -of -custody (COC) to River North Environmental Testing (KNET) Laboratory. Laboratory personnel signed and dated the COC at the time of delivery to acknowledge receipt of the samples. Upon receipt, the laboratory arranged the samples in numerical order to establish any discrepancies between the samples set which was delivered and the COC form. Where (it) discrepancies exist, laboratory personnel noted and initialed the COC and reported the error to the inspector. The laboratory included the signed original cop), of the COC with the final analytical report for evidentiary, purposes. 4.0 LABORATORY ANALYSIS All bulk samples were relinquished to 11NED". All samples were analyzed via polarized Light Microscope (PLM) in accordance with EPA!tit 0/R-93/116Afethod for the Determination of Asbe>stos in Bulk Building Materials, RNET is accredited by the National Voluntary Laboratory Accreditation Program (NVLAP) raider Laboratory Code 200448-0, A ccapv of the RNIET'Report of Test Results can be found in Appendix C of this report. ramirormntdl 36-50 Chestnut Place, Denver, Colorado 80216 Phone: 30 3.296,6122 /Fax: 303.292,1 451 5.0 ASBESTOS CONTAINING MATERIALS The United States EPA and OSHA define an asbestos containing material as a material containing greater than I% asbestos, or a material that is assumed to contain asbestos. Materials Haat contain asbestos at or below one percent (<I%) are considered to be trace asbestos containing. Current EPA and Mate of Colorado regulations require the removal of both confirmed, and assumed, FRIABLE ASBESTOS prior to renovation or demolition activities that will impa t these materials, The following is a list of friable ACM observed by the inspector: No friable asbestos was observed during this inspection. Depending on the renovation or demolition techniques used, the current EPA and State of Colorado regulations may require the removal of both confirmed, and assumed, NON -FRIABLE ASBESTOS prior to any activities Haat may impact these materials. The following is a list of non - friable ACM observed at the site. CMS01: concrete masonry sealant, white, associated with C U blocks Prior to any disturbance, the following ASSUMED ASBESTOS (ACEI) should be sampled by a certified asbestos building :inspector to detennine the actual asbestos content, or be treated as asbestos containing: 0 MAO mastic assumed behind mood panels on wall system Current EPA and State of Colorado regulations do not rewire the removal of materials found to contain TRACE ASBESTOS OS <I5prior to initiating renovation or demolition activities that will impact this material. The following materials contain trace amounts of asbestos. CDW01: 01: composite drywall, tape and joint compound, _''2", Off-white, chalky/granular TSO I: textured surfacing, white, light orange peel 6.0 CONCLUSIONS & RECOMMENDATIONS Based on our observations and the analytical results, non -friable asbestos is present in the area of the inspection, All friable and non --friable materials must be rnenioved by a certified abatement contractor prior to renovation or demolition. If trace (<]$') asbestos materials exist on the site, and they are not removed, the renovation or demolition contractor must be notified of the presence of this material prior to disturbance and comply with all current OSHA regulations for employee exposure to asbestos.. Additionally, the renovation or demolition contractor must comply with applicable N sSll AP asbestos emission control regulations for structures containing trace arnounts of asbestos. These materials rraay not be subject to sanding, grinding or cutting during renovation or demolition activities. If during demolition/renovation activities, materials are encountered which have not been discussed in this report, stop all activities in the immediate area, and contact a certified asbestos building inspector to sample the suspect material. Family Environmental is available to perform further samplings at your request. ram"rawirrm 3650 Chestnut Place, Denver, Colorado 80216 Phone: 303.296.6022 Fax: 303,292, 1 .5 l ,.a.,.._..m 7.0 LIMITATIONS This asbestos inspection was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings. conclusions and/orrecommendations expressed in this report are based on conditions observed during. our limited inspection, and the analytical results of the samples collected. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later date. This limited asbestos inspection report is not considered a comprehensive inspection report and it must be understood that the existence of unique or concealed asbestos may be possible. This report has been prepared on behalf of, and exclusively for use by the client for specific application to the project indicated. Contractors or consultants reviewing this report must drag their own conclusions regarding further investigation or rearsediation deemed necessary, Family Environmental doses not warrant the work of regulatory agencies or other third parties supplying information which may have been used in the preparation of this report. No warranty, express or implied is made, This report is not to be used as a bidding document. Should you have any questions or require additional information or services, please feel free to contact Family Environmental at (303) 296-6 021 Sincerely, Family Environmental Compliance Services, Inc. yrfrclaael;y°rsula _.. Environmental Scientist Alll RA/State of of rado#Accredited Asbestos Building Inspector #21963 Attachments: Appendix A: Appendix l3: Appendix C Appendix D: Homogenous Materials `Fable Laboratory Analytical deport. Sample Location Drawings Inspector Certifications * f?agOOy s's3ned by Tdst an RM FftpaarO DN: cm-TOstan RA, flupaukkf o4amjny< Tristan R.. * Envirormwn kCc+r»}afranea5eMas, rsca=3txt$t Yrba! 9"Ry et*, Pry. rare klanage,% Fitzpatrick aai,`r�S�s+Rckfar€�dPy�n�4�tnrraanc�k.c nr€r, c C9"s Oatsa OI5.tk" 0313,.38x; E9-06' ' Tristan R.M. Fitzpatrick� Industrial Hygiene Prograrn !"Manager AIiE A/State of Colorado Accredited Asbestos Building Inspector 20249 �II 3650 Chestnut Place, Denver, Colorado 8021 Phone: 3 i3.` 96,6 / Fax: 303,292,1451 ,.._ _._...... APPENDIX A HOMOGENOUS MATERIALS TABLE SUMMARY OF ASBESTOS CONTAINING SORTEDar Lake, LLQ" - 5040 Tabor Way . sevos-C ont i iia Hater « Summary BUILDING: Industrial 0 lee 150401 - HOMOGENEOUS MATERIAL ltLATE IA . DIS' i3RRANC'F ROOM til LOCATION QUANTITY UNr S CONDITION tN I'C'I'I°isNTIAL t OMMI FNTS CMS -CMU Sent CMS01 White CMU Sealant, associated with CML! blocks - 012 S. wail, 126 SF Good Low assumed to continue behind drywall 013 E, wall, 36 SF Good Low assumed to continue behind drywall 015 E, wall, 117 SF Good Law 017 E. well, 149 SF Good Low 019 S. wall, 99 SF Good Low 021 E. wail, W, wati, 560 SF Good Lowe 022 S, wait, W. wall, 812 SF Good Low Sit E.wall, 76 SF Good Low Dwell Total Qty 2162 C NISmC MIJ ,aslant "Total City 2,527 A -Ad esive astle, Ml MA01 ASSUMED Adhesive/Mastic, Misc., associated with behind wood panels „ confirmed dall, could not confirm mastic or nails 001 N, wadi, E. wall, S. 180 SF Good Lown assumed behind wood panels ll, W, wall, 002 Vit. watt, S, wail, S. 648 SF Good Low assumed behind wood panels wall, 4, wail, 003 N. wail, E, wall, S. 396 SF good Low assuaned behind woad panels wall, 9. wall, IA01 Total Oty 1,224 NIA -Adhesive. f st s, Mkc. Total Oty 1,224 SUMMARY OF TRACE (<I %) ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID Dream Lake, LLC - 5040 Tabor Way Trace (<] %@ - BUILDING: Industrial Office (5040" IlOM0GrN'EOVS MATERIAL ROOM ID LOCATION QUANTITY UNITS KATERIAL CONDITION DISTURBANCE CDW01 1/2" Off-white chalky, granular COMPOSIte Drywall, Tape & A. crnpd, associated with brown paper backing - 001 N, wall, E, wall, S, 180 SF Good LOW confil"d from plennurn 002 N. wall, E, wall, S. 648 SF Good LOW confirmed from plemum wag, W. wall, 003 xLwall, B.wall, S, SF Good Low° confirmed from plsnn"m ---- wsm, Wwall, _________ 004 N. wall, E, well, S, 378 SF Good Low confirmed from plemnurm -- wall, W, wall, 05 W wait, E. wag, S, 162 SF Good Low wall, Vuwall, owm N,wall, EwaeS. 162 SF Good Low wall, W, W,wall, / 007 N. N.we8 E. wall, SL 286| SF Good Low, --- wall, nKwall, 008 N. wall, E. wall, S, 342 SF Good Low —� wall, Vv' wall, 00e N.wall, E.wall, B, 306 SF Good Low -----'-------- wall, miwall, 810 N, wall, E, wall, S, 288 SF Good Low ------ wall, W. wall, Oil N, wall, E, wall, S, 402 SF Good Low --- wall, Wwall, � 012 N. N.*all,Eiwall, G, 414 SF Good Low wall, W, W, wall. 013 N, wall, E,viaQS, 423 Good Low ------- wall, Vuwall, 014 N, m.waM E, wall, S, 270 SF Good Low —'---- wall, W, wall, 015 N. wall, S, wall, W, 279 SF Good Low ------ 016 N. wall, E.wall, S, 360 8F Good Low ----- wall, W. wall, 016A N. wall, S. wall, vu 189 SF Good Low ------'-- wall, ��� TRACESUMMARY OF % ) ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID Labra, LLC - 5040 Tabor as Trace (< Asbestos -Containing Material BUILDING: Industrial ace 5040 1,10MOGEAEOUS MATERIAL tttiOM ID LOCATION _w. L �'ITV WITS MATERIAL CONDITION DIST'C3ltS3ANC POTENTIAL, COMMENTS ClW09 112" Off-white chalky, granular Composite Drywall, Tape & it Cmpd, associated with brawn paper backing 097 N, wall„ S. wall, W. 509 SF Good Low wall, N. all, E. wagS wa, 85 SF 018 N, wall E. wall, S 144 SF Good Low email, W wall, SF Good Low.. 490 Nl ll S, wall, W. 234 SF Good Low u... _......,. n.__...,._ ._. .n„µ_.. wall, 008 N, wall, L. wall, S, 020 l4. wall, E, wall, S. 108 SF Good Low ll, W, wall, wall,. W. wall, 21 S. wall, 252 SF Goat Low 22 S, wall, 252 SF good Low CDWa1 Total Qty 7,106 cdw-{ oniposate Drywall, Total 7,906 010 N, wall, E. wall, S. }�gT^+ape & SF Goad Low TS -Textured Surfacin i'S01 White light orange peal "Cottrrad Surfacing 005 N, wall, F. wall, S. wall, M wall, 85 SF Good Low trap half of wall only 006 N. all, E. wagS wa, 85 SF Good .Lova top half of %nall only 007 N, wall, E. wall, S. 288 SF Good Low.. wall, W, wall, 008 N, wall, L. wall, S, 342 SF Good Low wall,. W. wall, 000 Vii, wall, F. wall, S. 308 SF Good Low walla K wall, 010 N, wall, E. wall, S. 288 SF Goad Low wan, W. wall, 4l1 o wall, S. wall, S. 432 SF Good L ow ll, W, wait, 012 lel. wall, F, wall, S. 494 SF Good Lou wall, W wall, 013 N. wall, 1, wall, S. 423 SF Good Lour wall,. W. wall, �y.q .y y F wall, S, 270 SF Good Low wall, ted, wall, Page 2of3 SUMMARY OF TRACE (<I %) ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID Dream Lake, LLQ"- 5040 Tabor Way Trace (<J%6) Asbestos -Containing Material BUILDING: Industrial Office 50401 HOMOGENEOUS KATERIAL NIATERIAL DISTURBANCE ROOM ID LOCWTION QUANTITA' UNITS CONDITION POTENTIAL COMMENTS T$01 White light orange pool Textured Surfacing - 015 N. wall,S. wall, W, 279 SF Good Low wall, 016 N, wall, E. wall, S. 360 SF Good Low wall, W. wall, 016A N, wall, S. wall, W, 189 SF Good LOW wall, 017 N, wall, S. wall, W, Soo SF Good Low Wall, 018 N. wall, E. wall, S. 144 SF Good Low wall, W wall, -------------- 019 N, wall, S, wall, W, 234 SF Good Low waIIS 020 N, wall, E. wall, S, is$ SF Good Low well, W, wall, Tsol Total f:l* 4,846 . . ...... ... TS-Texturcd Surfacing Total Oty 4,846 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID Dream Lake, LLC - 5040 Tabor JJay Material BUILDING: Industrial ffice 150401 ROOM ID LOCATION QUANTITY VNITS WXTERIAL DISTURBANCE CONDITION POTENTIAL COMMENTS DI -Duct Insulation D101 Grey fibrous Duct Insulation - 004Other _______ 200____ SF Good Low_ induct along Evas D101 Total Qly 200 �-- RM 2'X4'White random random vertical fissure Calling Panel~ Cn1 � _ 0n Ceiling, 2w SF___ Good Lww 002 Ceiling, 320 SF Good Low �- ------------------- 003 Ceiling, 120 SF 6oag Low ----'-----------` 004 Ceiling, Cei&ng, 108 SF Gwm6 Low ----------- 00$ ceiNng, 20 SF Good Low --'—'—~------- 006cei0ng,20/SF SF Good LOW --- ------- Good Low 007 Ceiling, 80� SF Good Low --------- O08 Ceiling, 90 SF Good bow ovy Ceiling, 72 SF Good Low ----- 01V Ceiling. 64 Sr Good Low Lanol Total Oty 918 LIP02 2'X4'White medium horizontal fissure with dense pin-hole Lay -in Ceiling Panel~ Cn1 Ceiling, 140 SF Good Low 012 Ceiling, 126 SF Good Low 013 Ceiling, Ceiling. 78 SF Good Low 014 Ceiling, 54 � SF Good Low --------- 01s Ceiling, 117 SF Good Low 016 Ceiling, 64 SF Good LOW --- ------- 016A Ceiling. 34 SF Good Low 017 Coiling, 330 SF Good Low --------- 018 Ceiling, ^$ 8F Good Low ----~----- ��� NON-ASBESTOSSUMMARY OF SORTED BY MATERIAL TYPE AND ID Alon-Asbestos-Contairting Material BUILDING: Industrial 40" HOMOGENEOUS tATERIAL, MATERIAL DWIFUR ANCE ROOM ID LOCATION QUANTJTV UNITS CONDITION POTENTUL COMMENTS LIP02 2`X4* White medium horizontal fissure with dense pin-hole Lay -in Calling Panel - 019 Ceiling, 83 SF food LOW 20 Ceiling, 26 SF Good Low LIP02 Total Oty 1,070 1111110, MA02 Dark -brown hard AdhoelvelMastic, Misc., associated with ceramic wall tiles In bathroom - CLQ a N. wall, E. wall, S. 85 SF Good Low bottom half of wall only wall, W. wall, 006 N. wall, E, wall, S. 85 SF Good Low bottoms halt of wall only want till: wall. 02 Total Qty 170 MA-Adhesiv"asfit, Nfixc Total Dry 170 Page 2 of, ramilykwrormw[�dl 3650 Chestnut Place. Denver, (,'*o forado 80216 Phone: 303.296.6022 / Fax: 303.292, 1451 APPENDIX B LABORATORY SUMMARY F BULK SAMPLES AND ANALYTICAL ESU S River North Environmental Testing, Inc. 0 I ' 07�, R02 F ax 30 3 2 �t2 6/3/2015 Family Environmental Services 3650 Chestnut Place Denver, Colorado 80216 Re: 5040 Tabor - 152015-1 - Composite Supplement PL 5-328 Mr. Fitzpatrick, Attached are the results of Polarized Light Microscopic (PLM) analysis for asbestos contained in the bulk sample materials submitted to this facility on 5/27/2015 Please note that the following Report of Test Results presents composite results for samples PLMIS-328-01 and PLMIS-328-03 ont Sam les 1011 moms osoesfos analysis by the National Voluntary Laboratory Accreditation Program' (NVLAP) of the National Institute of Standards and Technology (NIST). Our NVLAP laboratory code number is 200448-0, DUe to the limitations of the EPA 600 Method, nonfriable organically bound materials (NOBs) such as floor tiles can be difficult to analyze via PLM. EPA recommends that all Nos reported as non -detect by PLM analysis be further analyzed by Transmission Electron Microscopy for more definitive results. Please note that the PLM analysis of dust and soil samples for asbesLos is not covered tinder NSLAP accreditation, The analytical results provided in this report apply only to the samples submitted to the laboratory, This report is confidential. Details of this report wit) not be discussed with any person or agency not associated with you or your organization. This report must be reproduced in its entirety and shall not be copied in part or used by the client to claim p roducti endorsement by NVLAP or any agency of the U.S. Government, Samples will be held for a minimum of sixty days unless longer storage is requested, If you have any, questions regarding the content of this report please, call NET, Inc. at 303-297-0079. Brandon Rawlings Asbestos Analyst brawlings@f,4milyenvironwent ai,coryI Cell: 724-263-0800 Katie Shaw PLIA Laboratory Manager/Asbestos Analyst kshave CcDf,arnityenvironmental,com Cell: 307-631-4020 KAM W1, C:k X,1448,,� kwT4River Orth Environmental' , 36"' 1 CheAnut rice 303-297-0079 ?fi n',er CO30316 x 303 2.145' �;�.xx €netesting o inFtr �` rnatest�n .or REPORT OF TEST RESULTS FL1 Faulk Asbestos Analysis NVLAP Laky Code 200448-0 CLIENT: Family Environmental Compliance Services PROJECT: PLM1 -323 Lab -ID No. Layer No. Asbestos restos Non -.Asbestos Sample ID Description Layer % Type Components FILM15- 28-01 5040- 152-CDW I- LAYER I LAYER1 tore Detected Cellulose Fiber 0% 01 Drywall with Paper, White/Brown, 90% Other lion -Fibrous 70 Non-homogeneous, Fine Material Grained/Fibrous LAYER 2 LAYER 2 Chrysotile 2% Mud, Of White, Homogeneous, Fine 10% Other grin -Fibrous 98% Grained Ma4erlal Composite Result <I% chrysofile PLM15-325-02 5040-015-CDWi11LAYER I LAYER 1 tone Detected Cellulose Fiber 30% 02 Drywall with Paper, White/ rown, 70% Other Non -Fibrous 7E3% Non-homogeneous, Fine Material Grained/Fibrous LAYER2 LAYER 2 tore Detected Ceflui ase Fiber 500/0 Mud[I"`ape, White/Cream, Non- lir% Other Non -Fibrous 50% homogeneous, Fine GrainedtFibrous Material LAYER 3 LAYER 3 tone Detected Mud/Paint, Whate hoe, Non_ rLa° Other ?arra-Fibrous 1001,E homogeneous, Fine Grained Material 0015-325-03 ._. 5040-022-CDWOI- LAYER 9 LAYER 1 terse Detected Cellulose Faber 0% 03 Drywall with Paper, White/ rowan, 70% Other ton -Fibrous 70% Non-homogeneous, Fine Material Grained/Fibrous LAYER 2 LAYER 2 Chrysrstile Trace Cellulose Fiber Ctrl Mtrd/Tape, Wri telCr'e m, Non., 20% Other Non -Fibrous 160% homogeneous, Fine rained/Fibrous Material LAYER3 LAYER 3 Chry ofite "trace Mud/Paint, White/While, on.. 101% Other Non -Fibrous 1130% homogeneous, Fine Grained Material Composite Result= <I% Chrysotile sot'ste PLt 1 5-328-04 5040 -015 -CM -32 - 5040-015-CM01-- LAYER 1 LAYER 1 None Detected 01 Compound, gray, Homogeneous, 40% Ether ton -Fibrous 100% Hard Material I-AYER 2 LAYER 2 Cts utile 2% Mud, White, ikon -homogeneous, 50% Other taste -Fibrous 98 Fine Grained Material kw4TIver North Environmental Testing,Inc. 3r-' 0 Chestnut ��_303-297-0079 Da?wsr CO 8021 Fs 303-292-1451 r;3tesbn �, 3€ii7 r3 et $9i1a r r "I REPORT OF TEST RESULTS PLM Bulk Asbestos Analysis NVLAP Lab Cede 200448-0 Family Environment l Compliance Services PROJECT: PL 15-328 Lab -10 Layer No. Asbestos Non -Asbestos Sample ID Description Layer % Type Components (�l�} 5040-01 #CMS01- LAYER 1 LAYER 1 tune D tectedt Cts Compound, spray, Homogeneous, 0% tither Non -Fibrosus 100% Neral Material LAYER 2 LAYER 2 Chtysoble 2% Mud, White, Non-homogeneous, 70% rather Non -Fibroses 98% Fine Grained Material PL15-328-05 5040-01-CMSOI- LAYER 1 LAYER t inane Detected 02 Compound, Gray, Homogeneous, 0% Other Non -Fibrous Hard Material LAYER 2 LAYER 2 Chrysotile 2% Mud, White, Rican-hornogen €nus, 70% tither tion -Fibrous 98% Fine trained Material PLt15-3.25-07 5040-022-C S 1- Compound/Paint, Gray/Off White, LAYER 1 None Detected 03Non-homogeneous, Fiord 100% Other Non -Fibrous 100 PLM 15-328-08 5040- -C tl1- LAYER 1 LAYER 1 None Detected 04 CornptaundsfPaint, Cray and Tan/Off 40% Other Non -Fibrous 100% White, Non-homogeneous, Hart Material LAYER 2 LAYER 2 Chryso ire 2% Mud, White, Non-homogeneous, tatJ% father Non -Fibrous 98% Fine Grained Materiat 5041-004_DIOI-01 insulation, Gray, Homogeneous, LAYER ; None Detected Fibrous Glass 917% Fibrous 100% tither Non -Fibrous 10% PLM15-328-10 5040-082-LIPO'l- Ceiling ` ite/P int, Off White hite„ LAYER 1 None Detected Cellulose Fiber 10% 01 Non-homogeneous, Fibrous 100% Fibrous vias; 50% Other Non -Fibrosus 40% Material PLM15.328.-11 5040-008-LIPC1- Ceiling Tile/Paint, Cuff White kite, LAYER 1 2 Non-htarno eneous, Fibrous 100% None Detected Celluiose Fiber 19°t Fibrosus Glass 00/c Other Ston -Fibrous 4"s% Materiai Rivet, North Environmental Testing, 36'50 Chos,,nvt P8ace 3113-297.0379 Denver 0� 80216 Fax 303-292-144"T , %"' '11;;t3 tln co - REPORT itibC "`'rie tv tdri.µ; e ,P, TEST RESULTS PLM Bulk Asbestos Analysis NVLAP Lab Cade 200448-0 CLIENT: Family Environmental Compliance Services PROJECT:`L-325 Late -its No. Layer No. Asbestos _ on -As es tias ur I pfe 1 description Layer % Type M Components PLM "15-328-12 5040-011-LIP02_ Ceiling Tile/Paint, tiff White/f hite, LAYER 1 None Detected Cellulose Fiber 10% 01 bran -homogeneous, Fibrous100% Fibrous hiss rf Other Non -Fibrous 40% Material FLt 15-3ti-13 50401-C11g-LIP02- Ceiling TilelPaint, Off White/White, LAYER t Nurse Detected Cellulose Fiber 10% Cit dory -homogeneous, Fibron 100% Fibrous glass 50% Other Non -Fibrous 40% Material PLM15-325-14 5040-035-MA02- Mastic, Brown, Homogeneous, LAYER 1 None Detected 01 Resinous us 1i1 % Resin 100% PL[vl15-32315 _ - 5040-006-MA02- Mastic, Yellow, Homogeneous, LAYER 1 None Detected 02 Resinous 1070% Resin 1130% PLM 15-3,213-15 5040-006-T 011- 5 t aper/Mud! 'dint, ro onfflhitetOtt LAYER 1 Chrysotifie Trace Cellulose Aber 40% White, Non-homogeneous, Fine 100% Other Non -Fibrous 60 Grained/Fibrous Material P0015-328-17 x_1 56140-007-TSC/1_ 1 Mapes/Mud/Paint, Drown/Whfte/Off LAYER 1 Nurse Detected Cel#uloss Giber 40 White, Non-homogeneous, Fine 100% Other gran -Fibrous 60% Grained/Fibrous Material L115-32£1»1 55461- 09-TSOI-02 LAYER 1 LAYER 1 lone Detected Cellulase Fiber 40% Paper/Mud/Ewart, rowriANI'lit /Ott 60% father Norv-F6rous op t= White, Non-homogeneous, Fine Material Grained/Fibrous LAYER 2 LAYER 2 Nome Detected Mud/Paint, White/Gray, bion- 40% Other titan -Fibrous 100 homogeneous, Fine Grained Material 50413-012-T 6.i1-633 Paper/Mud/Paint, LAYER 1 None Detected Ce0ulose Fiber 40% Brown/Whitei'Alhile, Non-, 100% Other Non -Fibrous 60% homogeneous, Fane GrainedfFibrous Material CLIENT: Family Environmental Compliance Services PROJECT:PLMS-328 Lab -ftp No, Layer No. Asbestos Non -Asbestos Sample ID Description Layer % Type M Components M PLM 15-328-20 5040-014- € 01-d l aper/ tudllsaint, LAYER t None Detected Cellulose Fiber 40% rown hite hite, Non- 100% Other Non -Fibrous 60% homogeneous, Fine Grained/Fibrous Material PLM15-328- 1 040-0 -TS0 t-57 LAYER I LAYER 1 chrysoffle Trace Cellulose Fiber Cay Paper/Mud/Paint, r wnANhite/Off 0% Other on -Fibrous 60 White, Non-homogeneous, ' Fine Material Grained/Fibrous LAYER 2 LAYER 2 None Detected Mud/Paint,White/Gray, Non- 40% either Non -Fibrous 100% homogeneous, Fine Grained Material PLM1 a-328-22 040.020-TS0 - 5 LAYER I LAYER 1 None Detected Cellulose Fiber 0% Drywall with Paper, White/Brown, 80% Other Hors -Fibrous 70% Non-homogeneous, Fine Material Grained/Fibrous LAYER 2 LAYER 2 None Detected Mud, Gaff White, Homogeneous, Fine 20% Other Non -Fibrous 100% Grained Material ADDITIONAL COMMENTS: ENTS: All separable parts or layers (except paint) within the same sample are analyzed and reported individu0y, Composite asbestos percent is reported, if applicable, by visual estimation. Nle = lone Dete ted TR =Trace, less than 1.0% v Analyst �.... .. t Date: : 06/03 201 Brendan Rawlings Document, No: PCE- .00 Effective Late. 10/17/2013 0 - y Page 1. _. of River Noith nviro r ent "besting, Inc 3650 Chestnut Place Denver, CO 80216 Ph: 303-297-0079 Fax: 303-292-1451 www.rnetesting,com # infra@rnetesting.com Client. Family Environmental Contact; T. Fitzpatrick Address 3650 Chestnut place Denver, C LI1 Phone 0: (303)443-32 82 Fax /Entail, (303)443-0367 Date Sampled: Sample Location: 5040 Tabor - 052015-1 Special instructions: PLMIS 233 1 11 PLMdi-7.33-12 PL13S 23-13 PL15 238 14 Pt, tl5 233_1,' PLMIS-238-16 PLI�1S-3 17 Client ID IDescription IType of Analysis I Volume/Other assufflism Gerling Panel PLM ealrn Panet PLM Ceiling Parcel .. PLM Ce'i4tng Panel PLM Mastic PLM Mastic PLM Surface'iaterial FLM Surface Material PLM ........, Stt ace f�iiates`sal PLS Surface aterlal L3+ Surface Mate rlaI PLf Surface Material PLM ctrface materia# ...,...,,. PLS., Total Number ofSamples: 22 Sample Condition (Accept/Reject): Requested Turnaround Time: ( )RUSH*** f )Next Days 3-5 Days AUSH itrrnar ;Ai , t Quifed prior nwi€ication Additional fe f, may Zpp y, �I ,reb for More dttails, FrOi nluished by. V10 _w .. Date/Time: 1's Received by, Date/Time: ' n Relinquished by: Date/Time, Received by: Date/ True: River North Environmental Testing, Inc. AW4 Fmwz'z�4T4 L" `302 1 Fx,,,30 S,2 I 5/28/2015 Farrifly Environmental Sem1ces 3650 Chestnut Place Deriver, Colorado 80216 Re; 400 Point Count 5040 Tabor, - 152015-1 PLM15-328 Attached are the results of the 400 Point Count analyses for asbestos contained in the bulk sample materials that were submitted to this facility on 5/27/2015 Bulk samples are analyzed in accordance with USEPA test method EPA/600/M4-82-020 and EPA/600/R- 9.3/116, which requires that distinctly different materials or layers present within a sample be analyzed and reported separately, (For measurement uncertainty, refer to table 2.1 in EPA/600/R-93/116 method.) Sometimes it is not possible to completely separate thin or strongly adhering layers, such as paint or adhesive, and a combined result is given. For some complex materials, Such as drywall/tape/mud joints, a composite or overall asbestos content may be reported in addition to individual layer results, RNET, Inc. is currently accredited for bulk asbestos analysis by the National Voluntary Laboratory Accreditation Program (NVLAP) of the National Institute of Standards and Technology (NIST). Our NVLAP laboratory code number is 200448-0. Due to the limitations of the EPA 600 Method, nonfriable organically bound materials (NOBs) such as floor tiles can be difficult to analyze via PLM, EPA recommends that all NOBS reported as non -detect by PLM analysis be further analyzed by Transmission Electron Microscopy for more definitive results. Please note that the PLM analysis of dust and soil samples for asbestos is not covered under l accreditation, The analytical results provided in this report apply only to the samples submitted to the laboratory. This report is confidential, Details of this report will not be discussed with any person or agency not associated with you or your organization, This report must be reproduced in its entirety and shall not be copied in part or used by the client to clairn product endorsement by NVL or any agency of the U.S. Government. Samples will be hold for a (ninimum of sixty days unless longer storage is requested, If you have any questions regarding the content of this report, please call RNET, Inc, at 303-297-0079, Katie I Shaw PLM Laboratory Manager/Asbestos Analyst kshaw@faniilyenvironmental.corn Cell: 307-631-4020 WL" 1xb coop .11XA41 C, Brandon Rawlings Asbestos Analyst BRawlsngs@familyenvirotirriental,com Cell: 724-263-0800 Katie I Shaw PLM Laboratory Manager/Asbestos Analyst kshaw@faniilyenvironmental.corn Cell: 307-631-4020 WL" 1xb coop .11XA41 C, Document No— CF -11,0 River North Effective Date: t?C/2i2t�1 Environmental Testing, 3550 Chestnut Place Phone` 303-297-0079 Denver, Colorado 30215 Fax: 303-292-1451 www.RNETesting.com Entail: shaw@f milyenvironment l,co Client: i trik Project: 5040 Tabor - 152015 - Work Order No, PMV9 32 n lyst; . l itt1 Date. 5128/2015 Lab ID Nurnbec PL 115#325-04 PLM1 -328-05 PLM1 a-323-16 PLMIS-328-21 Sample ID: 50413-015-CtaP801-01 5040-017-CMSDI#55 5040- Cry-TSOI-tar 504 040 1 9-"i" 1-07 Composite Sample Compound, stud Compound, feud Papertl�ludlP intMud/Paint Paper/Mud/Paint, Description: Layer, to be Paint Counted, thud Mud Paper/Mud/Paint P per/ ludlP irrt Percentage of 60 70 100 00 EntireSample; Layer Color and White; White, rown hoe/ Brown/White/ ea<tur Pine Grained Pine Grained t hit ; Fine Off White" Fine Grained/FibrousGrained/ Fibrous Is Layer Homogeneous, Yes Yes No No Asbestos Ctarysra'sIs Chrysotile ...�...�,tGhrysr3tle� Type(s) Chrysotile Calculated % Asbestos by Ly c0,75 ' Lye; 1.2 %* Layer:0,25 ' 9. y r,0,25%' Layer: Calculated % Asbestos s ss NIA NIAl Composite l "'cis ADDITIONAL COMMENTS, ; All separable parts or layers within the same sample are analyzed and reported individually, Composite asbestus percent is reported where applicable C = No asbestos detected during point count TR = asbestos observed during print count, but no record Ne asbestos points reported `Percent asbestos rounded to the nearest 0,25% AnalystSignature: �"� t° J n ,* �, t':m.�„, Page 1 of1. Document No: F F- 4,00 Effective Date; 10/17/2013 ' <K Page I of River North Environmental Testing, frac 3650 Chestnut Place w Denver, CO 80216 Ph; 303-297-0079 # Fax. 303-292-1451 www,rnetestln .com # info@rnetesting.com Client: Family Environmental Contact, T. Fitzpatrick Address: 3650 Chestnut place Denver, CO 61121 Phone 4 (303}443-3782 Fax ## Email: (303)443-0367 Date Sampled. Sample Location, 5040 Tabor . 052015-1 Scaacl l dnetnirtirm— Total Number of Samples: 22 Sample Condition (Accept/Reject): Requested Turnaround Tints, (} RUSH )Next Day (� 3-5 Days RUSH Turnu n c,,�equired fxraw rncti@,caOon, Additional fees may fats fey more detait5, Relinquished by: Received by. haat /Tines Relinquished by: Date/Fine: Received by. Date lime, ramiMroruptai R-50 Chestnut Fleas Denver, Colorado a Phone:303.296-6022 / Fax: 36 , , A1451 APPENDIX .SAMPLE LOCATION DRAWINGS —4 CD i »r cu 1 i§ I xty' a iaf . N Aa„ d„5 CD P" ou C ua —4 CD i »r cu 1 i§ Is I to CD �l CD ua 5 CD �rcz) E .° CD x U jj...... CD 02, Is I to �l CD ua 5 CD x U jj...... 02, CD k CD iE axxJ yyg�gq sI d Is 365 estnut Place, Denver, oloa.° do 80216 Phone: 303.296.6022 / Fax: 303,292.1451 APPENDIX INSPECTOR CERTIFICATIONS 5. "J P", ',k%7 Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Tristan Fitzpatrick Certification No.: 20249 has toet the requirements of 25-7-507, C.R.S. and Air Quality Control Conu-nission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline-. hispector/Management Planner* Issued: March 13, 2015 Expires: March 13, 2016 * T111S cerfif-14' iv Mid otttv ovith thepossession oj'ej Current Ditishin-aly1traveil trijalijig rourse certiflcafioij in the dheildine yedfled above, All Autttotized APCD Representative SEAL JANJIC ARCHITECTURE 7317 Mount Meeker Road Longmont, CO 80503 TO: Wheat Ridge Building and Inspection Services 7500 W. 29th Ave, Wheat Ridge, CO 80033 Rr#2.TMh*ient, tenetration or iisturbance in the existing *lock wall has �e;-.n plv.nnt� *r is A4we-4. so as=tv n9t 6sturb the small amount of ACM (asbestos containing material) that is contained in the masonry assembly, All construction trades will need to be notified of this requirement by the general contractor. The general contractor is aware of this requirement and will • with the requirement not to disturb the masonry assembly, JANJtC ARCHITECTURE, LLC - 7317 Mount Meeker Rd, Longmont, CO - (303) 551-4528 - OR OFFICE USE ONLY 11 Building r mit Applicati 50q0 �IAWk Property Owner ail: L A Complete all information o T sides of this form . FULF > Stu's Gallons Amps Squares Other THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the A sbestos/lAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate coumyv health department hyfax. Project modifications include changes in the scope oj'work or the scheduled work dates, etc. This demolition approval notice is valid beginning 10/1/2013. The actual scheduled work dates are from 10/1/2013 through 10/1 /2013. Approval issued on: 9/17/2013 Record number: 93780 Notice Number: 13JE45941) For the location specified below: Shed 5040 Tabor St. Wheat Ridge Jefferson County This notice has been issued to: Edge Contracting, Inc. 1453 Brickyard Rd, Golden, CO 80403 Fee Paid: $55.00 Check number: 3526 Asbestos Building Inspector: Hat-old W. Windle Cerificatim No,: 6 Inspection Date: 09/09/2013 Iss"d by: W RECEIVED SIB 11 ZOjj Colorado Department of Public Health and Environment I: �' E �.. �.. 4 G ; €:.: P U z ~ a U O 0 E ~ U F~1 W ~ U ~ ~ ~ c8 i ro 3 c b ~ m : ~ W ~ n ~ m ° Fao 8 3~p LL.30 0~ s m V 3 m LL 0 « 3 0 ~ 41 ~~U N p 3 L Y o n~ N ~ 3 O O m ~ o b m E a m902 pp LO °-n'm n 9 W ~ U q 0 ~mm~ G v~ Q `oVa 'vmC m ` ° 00 - d n~m v °~~e `om~ a ° a C m t $ ~8sm a vt ~Ec - D ~ OW °Ec~ « m N d I a = 0m D O ~n° O Ua c m c m ~ m"~~ 1tl mam'm .c U J Opp c C m¢Q E ~ 0 L L ~ ~ n33 ~ ¢ W 2 ~ v v t N m 4~ f 0 0 X O ~o c~ w o y c a rt C 7 V d j ~ N Z Z E W O ~ rL O ~ o ° 6 J ~ a c i LL w W W J a < F Z O J LL U S £9b£-96 m c ~ 0 m U 0 c O a v c a v ¢ n' m W t S3 0 o~ w U ~m m~ s c o ~ T ~ U E `a m n a ~ L0 Q ~ O m C V L ~ U ~E O Z cl v o m m ~ m = f c U N Il $ ~ 3 Y3i1111NL/Itl3d PEflMRNUMlEN 96-3453 f p m ~ O f c a o -1 D ~ 1 m ~ (y ~ y o m ~ D f N O 9 O 9 (D m a 3 m ~ O N 3 DS~ ~ m p Z Z y ~ mao c o ~ ~ j m 0p0 ~ S C x w m ~S''. ~ • , C ~ " . I 0 0 o Q m . ~ cn o ~ m ofP ~ m m v v O ~ p m ~ O ~ c°e m° m^ ....m Fi . o- Z ~ 3 m u °i n o ° z ~ o ~ 0 0 7 x N ~ m 3 > > ~c~ ~ -i I a' ° y m,~.' 'p Ov r7 3 ~::o c ~ ~ 9 M .a I n ~ a m ..fi mmn~ o f~m lJ v tD ' m a n ~ ~ ~II Z O A m f w `rt m n- o D n w m -i o c ~ °mm0 l J ~ n a ~ ilC o yn ~n a;L o o c 9 O v j S C ~ m O H /1 ~ m :E. n 9 ~ ° mm I ~ m avm ~s~~ ~ m nv m n ~ D 0Qo X z : ~ o ma rDi z n~ o p 3 ~:m ~ m m~ m l 1 ~ p Q m p Q d 035 c ~ ° S w o ~ m ~ 3 E S-s m F ~ m o n ~ •Z~ ~ °1 ~ o m o m ko m ~ ~ ` ~ ~ ~ ` 1 ~ V V INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS W H EAT R I D G E, C O L O RA D 0303) 234-5933 1500 WEST 29th AVENUE INSPECTION RECORD (303j 234-5933 ~ y IOBADDRESS 5040yzTabor Street r BUILDING PERMIT NO. 96-3453~ DATEISSUED 7/17/96 TYPE OCCUPANCY OWNER Greg Munchiando i CONTRACTOR Greg Munchiando SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB I NSPECTION DATE I NSPECTOR Foundations Footin s el~C - Y y -7 7- Caissons Reinforcin or Monolithic 9 Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL ABOVE Ho BEEN SIGNED Rou h Electrical ~ Rou h Plumbin Air Test Gas Pi in Rou h Heatin &Ventiiation (above must be siqned prior to lraming inspection) Framin O'./C a Insulation Dr wall nailin Fioofin Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures ` b ~ Heatin & Ventilation LO G Landsca e & Parkin R.O.W. & Draina e Fire De artment Job Com leted / 4CCUPANCY NOT PERMITTED UNTIL CERTIFICAT€ OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~ ~ , ac x" ~ - ~ ~ ~ , 8 15. ~ S' Lo N o ~o ~~o 0 o NN ~ ~ Jn f~ ~ a m 3 3 3 ~ Li o ~ ~ ~q Sk ' L1r1 t7UK . . - ^r h U ~l lr~ 0 ~V 0 V ~ ~ &Y ~ ~ ~ ~ V ~ N O r I Y ,titiE c~ ~ LU(q~~ p w \ 0 t_ ~ , . ~ , G~ S_ V ~A U C \ u l L R C~ ~ N I 3a~Z / ~ n 1 , - - /30.OG' (Nof ~ Sca/c~ 0[lIN^f~~'t11~4~U1V1'U3 iC' M N Y O"'J `0 A O r O? [~I `e ~F 7~E 7 w-. w G n r W IG1 m.-•s s~ m~••• mom ~jr 7~ Y M b M h~ A 5 Y~w n I~d o n'. o r m rt p• Y C r~ r~ , n]I rt ~ r~ 1 b b0 ~n^4- w a'~So • y rn 3 -~+0' 'a s 7 ~0qonon~,°~, ~ O N O f1 MKN.Nn QN ~ .T. ~p10 on ao o M O rn q~r n n C?~ ~ y~ n(' 1 a Y` " Y YN 1~ V ~ a M n 7 u r n e r0i. 0M e rr5'~nn i..rt. ~ ~ ~ , ~ i rU ~ D ,rl V ~ ~ ~ ~ ~ 3 \U \ \A !,D ~ v O \ ~ i th - 1\ ~ ~ ~ ~ :p V pni nn: F r i d o ~ nn. r• 0 n • ~ i ni Nyl M ..r, s M CD Y 1 t N 1 tn T O Y mu~ c~ n ze . p wp • o \l~ ~T S> c~ Y'3 L r. p N W.- n c m W W~. E O 71 O•p <-o z~~•-e:~ o o- o 00 0. o n u o~ r-- n n n n~- n~.3~ t Q- o w-3-- o. m n c < o v roy N o-M m~3`-n~ p ~"rvw nv~3te nXNdH~ > 5- ~-n O. O R l] N~' W n 0~! P~ U ry n A U rt^~ n~ a o M Y rt~ o ~ . C N O.p.~t~yiO R C [l , ~O O O A N~ C~ p ~ A o^~ a~ a a n N ~~3 ~ ry~~C" r' V G n y qnP,wn z<.uana~ ~~n,a ~.ar. ~Yn y..tan n ~omxoo~~u~n°ob 10 "'^U7i&CV r u ~ ~~n n,. c ^ a "e o 01 d n o.,. ~ n.e. w ~ n..~e < , m ` U UL ~ ~ f+o z ~~a' ~ N a .-NNL H N ~D C n .'T 'J' 6l 1 p ✓ 6 m G~ l~ ~n c w r- 9 u n 4 C p, ~ y ? v Wn"~ r~ N-4K ~n ~ OU ~n~ n 5 G p'Q =p Hc . ~ n ,r~.;yv . . . . . . . . iDgP/l~ '~'N~+IT OF PLANNING AND QEVELf~PMENT It.C311~ iNS'PECTION DIVISION - 235-M6 GITY OF WHEAT RIDGE ' ' 750 WEST 29TH AVENUE YVMEAT RIDtiE, CO 80215 Propetty Owner : URIE ENVIRONMENTAL HEALTH ` INCORPORATED Ptoperty Address : 5040 TABOR ST CdrltltaGtur LiCense No. : 18970 Company : Munchiando Companies EjMEF~64TRACTAR 51GNATURE OF UNDERSTANDING AMDAGREEMENT : f~hlptMt~s~ dc ~stanoss proposed by this permN ere accurate, -dp ~vi~pds,~p ordinances, rules or regulatlona of thollNroatRWpe or ~ ~il~sc~;ryphiqqo~a oPrecorcl; that all maasuromenb sha~Ne, and albpatlone ~r aei~ ree»t~r 4htl I N~e Yeadand aoree t0 ebid8 by all eOndRbM pliMad On Mis ; (OMFtxCQNTRACTtfR) 31GNEdl de6e,ription : 60' X 100' METAL SHED Building Permit Flumber Date 3453 7/47l96 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 6000 SHED TO BE USED FOR WAREHOUSINGI PURP08ES. NOTE: OUTSIDE 37'ORAt3E AREAS MUST BE SCREENED FROM{ YIEW BY 6'HIGH WALk CiR FENCE FROM ADJACENT PROPERTiES Erc4liretkxi Dete Appro~01: 7Ft9/86 Walls : Roof Plumbing License'No : Company : Expiration Date : Approval : k.,oe In,mertl■nre wN the urovlewiro aet wAn in Iro be ConshucGon Value Permit Fee Plan Review Fee Use Tax $207.00 $0.00 $235.20 $442.20 Total Stories : Residential Units : ud G Machanical License No : Company : Ecpiration Date: Approval : ;6 or (6) me baNNnO wtlWKea b wepandtl ar . 'ard IF~~anyp = aMwepe~Ontf~= p~ ~g~ aisl wi~ cnanae me nWUn~ iaw avAwa weinoe amuam. . ~ urooecmr twenry-tour (24) Irours in adv~nca 1or NI ana eha~i recave w~ appwal on inapection crd beore p~~ ot nro lob ' Rt ortl» MMa~e~ orarawin9a and eP~~n~atiO^s ah~ not be coneduee to be a pertnM ror. nw m d, enY vblaNm atUr pevitions mry r oNina 1aw~ or YePBNStbn• L^~ P~fNYItT YALI~ ONLY WHEN SIGNED BY THE CHIEF 9UILDiNG INSPECTOR ANd MAYOR CALL: 23d-5933 24 HOWRS PRIOR TO INSPECTION Phone : 940-8642 " Phone : 940 6842 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 7"property Owner :~j WaA1~~1_#N'1b X Property Address : 56q0 TA 13a r 51r WVVA}'-i4e' Co 8293 Phone : 9y0 (o (a qZ Contractor License No. : Company : Phone : OWNER/CONTR.4CTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate appliwble 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 accurete; that I have read and agree lo abide by all conditions printed on this application, and that I assume full responsibility for co=-DATE e Wheat Ridge Building Code (U.B.C J and all other appliwble Wheat RAge oork under this pertnit. (OWNER)(CONTRACTOR)SIGNE 4'9f` x Description : 4,U fpD ,,-n PrfrZ- .5~HEA Construction Value Permit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY 410C`9 Approval Zoning : T Sf~erl -f-n ha- wa"B = Approval: eobiic_w _ entsq Approval : '+r II l `~L Occupancy : Walis : O utLZ Roof : Stories : Residential Units : Electrical Llcense No : Company : Expiration Date : Approval: Plans Requlred ~ - Plumbing License No . Company : Expiration Date : Approval: M P10ns Required j Mechanical License No : Company: Expiration Date : Approval: !M R'P#ns;~t"9qui_. ?f~ (1) This permit was issuetl in accortlance with Ihe pmvisions set forth in yopur appliwGOn antl rs sublKt ro Ne laws of the State of Coloredo anC to Ne Zoning Regulations anC Builtling Cotle of Wheal RiCge, Coloratlo or any other ap0lirable orEinances of ihe Ciry. (2) This permit shall expire if (A) the work authonzed is not commenced within sixry (60) days from issue tlate or (B) the builCing authonzed is suspentletl or abantlonetl for a period of 120 days. (3) If lhi5 permit eapirES, a neW pEmtil may Ce aCquiretl lor a fee of one-hall ihe amouni n0lmally feqUire4 pfOViEeO no Ch2nge5 haVe DEEn af will D2 ma0e in Ihe original plans anA specifiwtions antl any suspension or abandonment has nol ezceedeC one (1) yeaG If changes are maEe or it suspension or abandonment ezceetls one (7) year, full fees shall be paitl for a new permit. (4) No work ot any manner shall be done that wili change the naWral flow of water causing a drainage pmblem. . (5) Contractor ShallniW the Building Inspector iwenN-lour (24) nours in aavance ior ati inspectrons ana shall receive written appmval on inspection cartl Gefore proceetliing wfin s ssive phases of the job. (6) The issuan of a ermrt or he approval o Oraw s antl specifcations shall not De actmea to be a permit / nor a p roval of, any violatioa of t0e provisions of the buii ng es or a other or -na . I . Nle or regulation. Chief B ding Inspector For Mayor THI PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPE TOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING L DEVELOPMENT REQIIEBT FOR PIIBLIC WORRS REVIEW Date: 7/Il/q ` Case/Building Permit No. Location: 5040 S-k. Please review the attached materials submitted in application for approval of a f"lc-V..k Sm~d , and indicate your decision on those items check below, and please add any other comments which you may have under number 18. 1. ~ Boundary Closure: X OK _ Not OK; refer to Stipulations 2. f Area: Acresl 4 Square Feet 3. ✓ Drainage: a. Drainage plan (and report) needed b. Drainage plan not needed A c. Drainage provisions have been reviewed and are found to be: _ OK _ Not OK; refer to stipulations ✓ 4. _ NPDES Permit Required Y O 5. f Legal Description: X OK Not OK; refer to stipulations If not okay, please explain: 6. Public Improvements: a. Street paving needed Y~ b. Curb & Gutter needed Y c. Sidewalk needed Y d. Street Lights needed Y e. Storm Sewer needed Y N f. Escrow required Y N If Escrow required, for what improvements? In what amount? 7. ` Development Agreement required Y ~ If Yes, for 8. ~ All necessary documents have been initiated by Public Works and are attached hereto: q- 9. ✓_Is a traffic impact analysis and report required? Y/ N) ~ 10. --`~Is a State Highway Access Permit needed? Y/ N) L~ 11. _ New roadway or alley R.O.W. dedication is recommended: If yes, what is recommended: 12. All existing dedicated roadways and alleys meet the standards of the City: eit If no, which do not and what is requested: 13. ✓~All existing and proposed dedications have been reviewed and found to be: X OK Not OK; refer to numbers 11 & 12. 14. _ Appro 1: Th Publ' Works Department has reviewed this request and here giv it app val, subject to the above and/or attached sti ulat' ns. .4~ Sig atu e Date 15. The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Date 16. Stipulations attached: Yes No 17. ~DEADLINE DATE FOR WORKS DEPARTMENT REPLY: 18. Summary Comments: 1►o I -%3bJ%c woz~cy fzEc,5 t. - ~ 7ABOR ST . - H 6 - --*--L~- _ ~ N0001854W~~ Z/3.Od [ I~ 0 .y~ IVIT~ Lo p T O~ 0 0 ) ~ ~ -0 N N V s. A y ti O " r` ^ . y . m n•o 1 Ic- " 'on~ y m o r ~ = ' o ••o o C, o` o o' c ' v D. 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QF Pi,ANNiNG ANO DEVELQPMENT Building Perrnit Number; 3562 t3 ''04PE0'FIOHt DiVOQN - 235-2855 C1lE. CI'C'K OF WHgAT RtDeE Date : 8/5/96 7014 WEST 297H AYONUE : "*l'T 131Dt3E, GCJ 8ti2,46 Proierry OwAer : URIE ENVlftt)NM€N`TAL HEALTFi iMCORPOFGkI'ED Pr~perty /kidYess : 5040 'tAB6R St Phone : Ccntractor LiCairre No: : 18792 CpmFyany : Servco EIeCVie, lnc. Phone : 420 4607 ONMEPtICONTMGTOR $I6N+4TURE OF UNDER5714M611N4 AND AGREEMENT ~nstruction Value : 55,WO.00 Permk Fee : $93.00 Plen Review Fefl : $0.00 Use Tax : $68:00 Totai r S1b8:~ v uTRIC+~~WORK . SIC~:~ ~vy~.~Ft~: APPMY9I• OcctipmCy : Wa11s ~I;Lkense l~lo ; Company; ExpiraW 08te : flPRrcval ; ff) `'14~ ~~~i ffi (j ~~t1 Yrs a . (8) MUllM~IdIPQQDdMd:QrYWCAY14~fY~ A Ch_.~~~&pecto.-,~ Tt[tS PEMAtT YAI,.tQ W GA Ropf Compatty : Expiratiort Date : Approdal r swa+qaer~pyamtt aaxrWesu Cpy... . . . . itl nM deYs kmiWw ~ or (B) tlis bu~dMO auhal~d htsrm~bndW or . !d fcYs M 91pIFll~f B1~ anquM flqlllMY~' fiQidfad. 0~n4dNIpN AwY btlqf 9r1rM #N nMd~ Ni MM , qoha~YrwalnaM+thanarxa~dwar(1fYM~. hawgnmorasarx+wPM~~~~erMdmifnt uiQs~~iMniYit0lYlowMMpMr-atwMlpa~ArM~ pblem. 10.(•/dX ~IOttl'3 1R 9tiWACf kf 1A In Md1f1~ MCliW PrtMbn y1plWal 0l1 p1YplCtl011 OtlA b!~! !b6 ill~ ~n. lh9N.001 b! COIIi11Ultl ~ hB B PBIIMl10r, rpf Yi ~IWiI W, 8fU' YbIWM 01CI8 QfOMMb116 , rob IX fpUMtlc . ' . . MIFFEN 81GNEQ BY 7HE CHIF.F BUILDIN6 II~PFCTQR AND MA1fOR : 234•6~l3 ?A HQIRtB PRIOFt TO MISPECTION Stories Company : Expitatlon Date : ApptavaL• uw a wt~eims~s u~w w~n. ~ dcaa Re~dendal Units : ~ °DEPA'RTMENT 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: /~'~~r~ fl~~^~n~o /'~l;'r'✓i''.,n,9 " ✓ Property Address Phone : '74/C'J Contractor License No. S d) Company: SPrY~~' Phone: Llap-1~~v0~ / OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback disiances proposed by Nis pertnit application are accurete. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge of covenants, easements or restrictions of record; that all measurements shown, and allegahons made are accurete; that I have read and agree to abide by all wnditions pnnted on this application, and that I assume full responsibility tor compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat RiCge ordin nce,,- or work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : t tj~ f''.75 •1' ~le~Gfe'~/ Construction Value : u Permit Fee : `r 3, Plan Review Fee : UseTax: (1/ 6'- Total : / 5-9 BUILDING DEPARTMENT USE ONLY -•-mg - :Comments.; -a SIC : Sq. Ft. : Zon Approval : Zoning : Suifding~Comments;~ ~ Approval: Public=Works C0-mments:; Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No pO~/ Plumbing License No : Mechanical License No : Company : S{ 'e V ta 4(f/r t, Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ €Plans RequiredIn EP„Iansed'~ ~ =Plans Required~~ (7) This permit was issued in accortlance wiM the provisions set forth in yopur aDOliwtion anE is su0ject to the laws of the State of LobraCo anC to J+e Zoning Re9ulations antl BuilEing Code of N1heat RiEge. Cobrado or any other apPlicable or0inances of the Ciry. (2) This pertnit shall expire if (A) the worfc authonleC is not commenced wiUm sixry (60) Eays from issue aate or (B) tne CuilGing aut0onzeC is suspenGeC or abandoned for a Oenod o1120 Eays. (7) If this Oertnit expires, a new permit may Ge acqulred tor a tee o( one-half the amount normally repuired, provided no changes have Deen or will W_ maCe in tne oriqinai plans anG specificatians anG any suspeasion or abanCOnment has not esceeEed one (1) yeac If c0anges are maCe or if sus0ension of atanGOnment exceeds ane (1) year, lull (ees shall Oe pa'C for a new permit. (a) No work of any manner shall Oe tlone that wiil change the natural tlow of water cau5ing a Crainage pro0lem. . (5) Contractor shail notiy Ue Building In50ector lwenN-lour (24) haurs in a0vance tor all inspections and shall recerve written apOroval on inSDec;icn ara hefore pmceetliing with successive phases of the ob. (6) Ne bWCiryq c es oriany olneporananZar law,nr9ule or regu at1iontions shall not be consimed to Oe a permit for, nor an aOProva1 0/, any violation c( the provlslors of /tl Chief Building~ ctor For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION SEP-10-96 TUE 7:50 ARVADA F1RE PROT DIST FAX N0, 3034224569 Arvada Fire Protection District FIRE MARSHALS' OFi=iCE P. 0. Box 3•0 ARVApA, COLORADO 80001 Telephone (303) 425-0850 - FA% (363) 422-4569 September 9, 1996 Mr. John Eclcert, ChieE Ruilding Official Wheat Ridge Building Aepartment 7500 W. 29th Ave. Wheat Ridge, CO. 80034 ttilding RE: Nnn -1~iand Bj / 5040 Tabar St. l Dear John, P. 02 • • ~ We have reviewed the plans for this building under the 1994 Ltniform Fi.re Code and hava the following conment.s. 1. Site. 1. All-weather fire department access roadway minimum of 20 feet of unobstructed width, capable of supporting the impose.d loads of 46,000 lb. fire apparatus needs to be provided within 150 feet of all poitions of the buil.ding. UF'c; 94 902.2.1 2. Aead end apparat.us access roadways that exceed 150 feet in length nee3 tv be pravi3ed with approvad provisions for the turning aruund of fire apparatus. UFC 94 902.2.4. 3. Fira lanes will need to bz posted, "No Parking Fire Lane" with signs that meat City of Wheat Ridge Standards. UFC 94 901.4.2. 2. Exits: 1. The main exit door if provided wit.h a key locking device shall be provi.ded with a sign stating, "This Door Is To Rema3-n Urzlocke3 Duriny Business Hours." UF'C 94 12.107.3 2. All other exit doors sh311 be openable from the insida without the use of key or special knowledge. UFC 94 12.107.3. SEP-10-96 TUE 7;51 ARVRDA FIRE PROT D1ST FAX N0, 3034224569 P.04 unless tha provisions of the Building Code are met. 3. Storage is not permitte.d to exceed 12 feet in height or the provisions for high pile.d combustible storage will nee@ to be met. 4. Tf rags are to be used within the building approved metal containers with lid will need to be provided. UFC 94 1103.2.1.3. 5. Any future construction will rzquire the installation of a new water line and fise hydr3nts. llb'C 94 Appendix III-A. SEP-10-96 TUE 7:51 ARVADA F1RE PROT D1ST FAX N0, 3034224569 P,03 Page rwo 3. Exit Z11umi.nation: 1. If lighting is pravided, night lights on a non-switched circuit with a lock on the circuit breaker will need to be provided. UFC 94 1211.1. 4. El.ectsical: 1. If receytacles are provided they will need to be located a minimum of 18 inches above the finished grade of the Eloor. UFC 94 2904.1. 2. The occupant will nee.d E.u verify that sufficient electrical receptacles havz been provided as extension cords othzr than temporary use and multiple adapters are not permitted. 5. Fort.able Fire Extinguisher's: 1. Fix•e ext.inguisher's will need to be a minimum of a 4-A rated, 10-1b ABC dry chemical units, mounted not less than three feet nor mora t.han five feet from the floor to the top of the mounting bracket at eacli exit door. UFC 94 1002.1. 6. Addit.ional Comments: 1. Need information on the storage and use of any flanvnable nnmhi,stih7.~ acrnsnl nt- nther~ha~ard~ns matNT-pal5 Bll ~ SEP-10-96 TUE 7:52 ARVADA FIRE PROT DIST FAX N0. 3034224569 P,05 Paga Three 6. If fuel tanks are inst:alled in the future, the installation will naed to be approved by the 5tate Division of Oils and the Fire Marshal's Office. 7. Any code requirements arising from construction. 8. Twenty four hours notice require.d for all inspections. Sincerely, Arvada Fire Protect.ion District. St.eve Steig),eder Deputy Fire Marshal 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: (92E67 ~u~GH/~A/QO Property Address : 50116 TT18~ 57 w~e4A"dye Phonz : 9y0' 6Gy2 Contractor License No. : I$ /c70 C o m p a n y : mt,//UCff/,4NQ0 C CiW~d 4:v0 t1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances pro0osed by this permit appliwtion are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that alI measurcments shown, and allegations made are accurete; that I have read and agree to abide by ail conditions printed on this application, and that I assume full responsibiliry For compliance with the Wheat Ridge BuilCing Code (U.B.C.) and all other applicable/ Wheat Ridge ordinpances, fo/r~work under this permit. in~nmicovnncmoerrno. cir_ucr(~win ~~fA/IiAM/lCi4 nATF 9'~24' 'gy Construction Value : Permit Fee : Plan Review Fee : Use Tax : Phone : 9 ~0 , 1"0 Y'6 Total : " CCHHtM1~ L~NiG. Description )WA/ ~o Fovr So% f'~.vc~ ~va ~.¢.v sc.~ 4b~2~ -~1P Zoning'Com"ments' ~ ~ Approval: Zoning : Building+Comments:~ ~ Approval: Approval: BUILDING DEPARTMENT USE ONLY SIC : Sq. FL : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : J €_Plans Requied~ g FPlans Requiied~ `Plaris Requi~ed~ (7) This pertnit was issueE in accortlance with the pmvisions sel (ortt+ in yo0ur ap0liwtion anC is sublect lo the laws of the State of CoioraEO anC to tl+e Zoning Regulatians anE Building CoOe of VJheal RiCge. ColoraCO or any other appfica0le orCinances of the Cily. (2) TNS pertnit 5tlall et0,ire if (A) Ne work aulhonzed is nol commenced within sixty (60) Eays from Issue Cate or (B) the OuilCing auNOnzeC is suspendeE or a0andoneE for a penoE of 120 Cays. (3) II this permit expires, a new permit may Ee acQuired tor a fee of one-haif tne amount nortnally reGuired, proviEeE no Uanges have been of will Ce maCe in the original plans antl speGifcations antl any suspension or aban0onment has not exCeeOed one (1) year. If c0anges are maCe or il suspension or aOanEOnment exCeetls one (t) year, lull lees shall ee paiC tor a new permit. (4) No work of any manner shatl De done thal will ctiange Ne naWrel eow of water causing a drainage problem. . _ (5) ContraCtor slyll notiN Ne Building Inspector hvenry-four (24) hours in advance for all ins ctions and shall recerve wri approval on inspecbon CarC before proceetliing N successive phases o/ the job. (6) The issuanc of a rmit or the a0 roval tlrawings and specif~c~ations s~ail not be c etl to Oe a permit lor, no a app ~ i o ny violation of t0e Orovisions of tl+e huilC co s or an'y o10f ordj ,/ule or regulation. I~ L ~~J Chi Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR A D MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION AoUoVo BULDUNmig OUSUENIS 3597 S. Pearl Street Suite #201 Englew~ d, CO 80110 (303) 761-6190 W W Lj U Z U In ❑ 0 .+N 1 0 i N 0 N ...N c~ C1 AB3 'E AB3 I~ !I i Ii i i -IsAB3 ii i i it I Ili ~i AB3 I; ~p AB3 C1 52 ABq sl X-BRACE THIS BAY AB 3 C1i ~~~a 494~Beao~to.. 100-3 OUT TO OUT CONCRETE 4@ ^sr Q ~ a ~r ANCHOR BOLT SETTING PLAN (SEE A2 & A3 FOR REACTIONS AND DETAILS)` AB- DENOTES ANCHOR BOLT SIZE, C--) DENOTES ANCHOR BOLT DETAIL ;b06~St5YY•. O Q ~ - - JOB#:96-D269 BY: ECP DATE:6/4/96 SHEET UCHLANDD Co, C t: DATE:(- c?(p A I of -5 ..N C 1 -cu AB3 s®~ - ~l I I d AB3 jj it I C o~ J J 3 O Z W 5 1/2" 4" (2) 3/4" 0 11 ANCHOR BOLTS 'clq 1 I 2 2 `Y REFER TO ANCHOR BOLT SCHEDULE FOR AB SIZE (V o 7, SI DEWALL (2) 1/2" 0 ANCHOR BOLTS OW T NOTCH N AT OPENI NG SIO WALL I 2I ACCESSORY SCHEDULE W 1. ANCHOR BOLTS AND OTHER EMBEDDED ITEMS ARE NOT BY ATY BUILDING SYSTEMS. 2. FOUNDATION DESIGN AND ANY OTHER CONCRETE DESIGN WORK IS NOT BY ATY BUILDING SYSTEMS. 3. BASE PLATES ARE DESIGNED ASSUMING THAT CONCRETE HAS A MINIMUM STRENGTH OF 3000 psi AT 28 DAYS. MATERIAL SPECIFICATIONS SI DEWALL DETAI L C1 BASE: 6 1/2" X 8" (2) 1/2" d EXPANSION BOLTS i OMIT NOTCH 3" AT OPENING 2 112" 1 1/2" 3' -0" 1 (Om T NOTCH) 3' -2" (C~TOjA.B.) DETAI L Si BASE: g' X 1' 08" 5 i/2' 4' 1 (2) 3/4" D' ANCHOR BOLTS J J N O Z N W SI DEWALL SELF FRAMING Solo WALKDOOR (FIELD LOCATE) DETAI L W1 BASE: 2 1/2- X 8" 1 1/2' 1 1/2` DETAI L E 1 BASE: 6 1/2" X 8" DETAI L T BASE: 3 1/2" X 8" (2) 3/4'0 ANCHOR BOL ANCHOR BOLT (2) ~ T E2 T - - 1 DETAIL P I BASE: 8" X I'-o6la f S.,% I' oz A-307 c ANCHOR BOLT SCHEDULEI ANCHOR BOLT - Q MI N. MARK OTY. BIA. LEN. A B C PROD B 1 1 = 1 i p 3 I 1 1 A 12 8yR t to 2 % 22 2 A NUT N/A 8 2 EXPANSION ANCHORS 1. ALL FLANGE MATERIAL FY IS 50 KSI. 2. ALL WEB MATERIAL FY IS 36 KSI. 1 ALL BASE & SPLICE PLATE MATERIAL FY IS 50 KSI 4. ALL HOT ROLLED MILL SHAPE FY IS 50 KSI. 5. ALL COLD-FORMED MATERIAL FY IS MIN 60 KSI• DESIGN CRITERIA BUILDING CODE: UBC91 USE CATEGORY: I COASTAL: NO SNOW IMP. FCT: 1.00 WIND IMP. FCT: 1 .00 LIVE LOAD: 0.00 PSF LOAD REDUCTION: N GROUND SNOW: 42.86 PSF ROOF SNOW: 30.00 PSF DEAD LOAD: 1.84 PSF COLLATERAL LOAD: 0.00 PSF WIND VELOCITY: 90.00 MPH WIND LOAD: 20.74 PSF EXPOSURE CODE: B OPEN CONDITION: CLOSED SEISMIC ZONE: 1 A.- ZI-S JOB#:96-D269 BY: ECP DATE:6/4/96 SHEET MUCHLANDO CO. CK:r~ DATE:Co A-q(~ AZ OF-3 PERIMETER NOTCH DETAIL OMIT AT DOOR OPENING AND AS SHOWN ON ANCHOR BOLT SETTING PLAN, i o~ HL y 1VL 30-0 60-0 FRAME LINES 2 3 4 0 0 I , 0 o HE HD HC HB HA VE VD vE VB VA 15-0 IS 0 15-0 15 0 30-0 60-0 ENDWALL AT FRAME LINE 1, 5 LOADING_S_ COLUMN REACTIONS (Kips) HE VE HD VD t HC VC HB VB HA VA DL 0.00 0.21 0,00 0.55 0.00 0.48 0.00 0.55 0.00 0,21 SL 0.00 2.21 0.00 6.43 0.00 5.22 0.00 6.43 0.00 2.21 WL+ 0.59 -0.74 1.38 -2.15 1 1.58 --1.84 1,38 -2.15 0.59 -0.74 WL- -0.37 -0,74 -0,86 -2.15 -0.99 -1.84 . -0.86 -2.15 -0.37 -0.74 DL + SL 0.00 2.42 0.00 6.98 0-00 5.70 0.00 6.98 0.00 2.42 DL + WL+ 0.59 -0.53 1.38 -1.60 1.58 -1.36 1.38 -1.60 0.59 -0.53 DL + WL- -0.37 -0.53 -0.86 -1.60 -0.99 -1.36 -0.86 -1,60 -0.37 -0.53 DL + SL + 1/2WL+ 0.30 2.05 0.69 5.90 0.79 4,78 0.69 5.90 0,30 2.05 DL + SL + 1/2WL- -0.18 2.05 -0.43 5.90 -0.49 4.78 -0.43 5.90 -0118 2.05 DL + 1/2SL + WL+ 0,59 0.58 1.38 1 .1.62 1.58 1.25 1.38 , 1.62 0.59 0.58 DL + 1/2SL + WL- -0.37 ! 0.58 -0.86 11.62 -0.99 1.25 -0.86 1.62 -0.37 0.58 LOADINGS COLUMN REACTIONS (Kips) ;HR 1HL VL VR _ DL ~ 1123 _ 2.36 i 1.23 - 2.36 L SL 1S 113.99 - 22.50 - 13.99 22.50 I IWLL 1-8.05 -7.79 r-1.37 -5.93 WLR I-1.37 _ -5.93 :-8.05 -7.79 IUBL 10.49 19.81 ;10.49 , 13.94 SEIL -0.22 -0.13 22 1 0.13 SEIIR 0.22 013 -0.22 , -0.13 _ DL+SL DL+UBL 1521 11.72 ` 2486 2217 15.21 11,72 1 24.86 16.30 DL+WLL -6.82 -5.43 -0.14 1 -3.57 0 N HR ~VP y Al U o s JOB#:96-D269 BY: ECP DATE:6/4/96 SHEET UCHLANDD CD, CK:f5g DATE:G-q~ A15oF c c 12.00 12.00 0 12.00 12.00 c ,u ~N n n 1-t~to 12.00 30-416 c2>F B- 2.00 SYM ABOUT RIDGE PERMIT DRAWINGS Fy ~a~r4~ 1 g1Bf$~P9pQp~~6 r, CROSS SECTION AT FRAME LINES 2, 3) 4 e4" t~ A B 17T _c; FS-6 ES-6 ES-5 co I U [ERECTION M FOR CABLE BRACING DETAILS SEE D2 FOR FRAMING DETAILS SEE D3 4'-I1 112' PURLIN LAP ROOF FRAMING PLAN JOB#:96-D269 BY: ECP IDATE:6/4/96 SHEET 1MUCHL.ANDO CO. CK: DATE, FC-1 0 I FC-? FC-1 FS-4 - - ? v G1 I DH-i ' GI ' DH-I ' G3 ' DH-1 ' G4 DH-1 ' GI W _ GI CD I GI of I I G3 o G4 I C) GI Q c uj I' If I OA - q Ca ! l O q A I i I 0 q p I l I I O q ' q i l PORTAL FRAME THIS BAY f 4 11_8-_- I 12-0 12-0 12_-0 &-f, 12-0 !o I 12_-0 11-8 4 IERECTID-N REQUIREMENTS] 3 44 5 26 FOR FRAMING DETAILS SEE D3 FOR D.H. F.D. DETAILS SEE D4 FOR PORTAL FRAME DETAILS 100-0 OUT/OUT STEEL SEE D4 ELEVATION AT COL. LINE A ~ i s v w ~ Qs I I ~ v W I n 4 R C__ _ N R QU M S FOR CABLE BRACING DETAILS SEE D2 FOR FRAMING DETAILS SEE D3 7 112' GIRT LAP ES-5 ES-6 E'S-6 ES-5 G5 G6 G6 r G5 GS G6 G5 g . I BA-1 24-8 25-0 25-0 24-8 4 3 Z 100-0 OUT/OUT STEEL ELEVATION AT COL, LINE E 1 0 0 oJOB#:96-D269 BY: ECP D.ATE:6/4/96 SHEET UCHLANDO CO. CK: DATE: E-~> °F4 2-0- OD w ~ o = fl i mLLJ - a v w , n QUIRE!! cN FOR ENDWALL DETAILS AND BOLT REQUIREMENTS SEE DI + 2-0 w ~ C) w - a w , n C~-1 tl-C LL-1 LL-1 8 14-4 15-0 15-0 14-4 8 D C B ~ R REQUIREMENT~Sj M FOR ENDWALL DETAILS AND I 60-0 OUT/OUT STEEL BOLT REQUIREMENTS SEE DI ELEVATIEIN AT FRAME LINE I G9 I G8 G7 G9 68 t G7 I' u BA-1 CC-1 EC-1 EC-2 8 14-4 15-0 15-0 A B C I 60-0 OUT/OUT STEEL V.~. ELEVATION AT EC-1 CC-i I c f 14-4 8 FRAME LINE 5 L)vj o ~ 0 _ JOB#:96-Dc 69 BY: ECP DATE:6/4/96 SHEET MUCHLANDCI Co, CK: DATE: E4 OF/ ml, rJ I ~ BEGIN SHEETING STARTING CENTERLINE OF HI-RIB AT STEEL LINE. 2-0' BACKLAP AT LEFT END. }0 RIDGE CAPS (RC-10)AT PEAK. FOR SCREW PATTERNS SEE D6 ROOF SHEETING PLAN- - ®Q~~~a~~s"rI~1~ &~~~'PBP9gAP~~~ 3 1 Q o Q J~QB#:96-DZ69 BY: ECP DATE:6/4/96 SHEETh ES OF 7 UCHLANDO Co. CK: DATE: O .»N ...N ..N O -ru ...N -fuL-46A C) ..N ..N .-.N O -N -(u -cu -cu I I I I I i i I i I i I ! 1 I i ! 4 `n N N N~ N N N N ~ N N N `fl N N N N i (2)XFL-7 (2)XFL-7 (2)XFL-7 (2)XFL-7 I I. I N N .r 10 iD 10 f ( N N 1,0 ~D 1 N N .D I ~0 N (L ~D %D ID 0 4 BEGIN SHEETING STARTING CENTERLINE OF HI-RIB AT STEEL LINE. 2-0' BACKLAP AT LEFT END. FIELD CUT PANELS AS RER'D AT FRAMED OPENING(S). FOR TRIM DETAILS SEE D5 FOR SCREW PATTERNS SEE D6 ELEVATION AT COL. LINE A FL-19A BEGIN SHEETING STARTING CENTERLINE OF HI-RIB AT STEEL LINE. 2-0' BACKLAP AT LEFT END. FOR TRIM DETAILS SEE D5 FOR SCREW PATTERNS SEE D6 BY: ECP DATE:6/4/96 SHEET J013#:<96-D269 - - - - HUCHL.ANDO CO. CK: DATE: E6 of ELEVATION AT COL. LINE E SCHEDULE OF ACCESSORIES NO. READ DESCRIPTION LOCATIOP 4 12- 0 X 14- 0 FRAMED OPENING W/ STANDARD TRIM 2 3o7o SELF-FRAMING WALKDOOR FIELD 4 3' X 12' SKYLIGHT FIELD COLORS WALLS PLEASE ADVISE ROOF GALVALUME TRIM PLEASE ADVISE (ERECTION QU MEN Si BEGIN SHEETING STARTING CENTERLINE OF HI-RIB AT STEEL LINE. FIELD CUT PANELS AS REQ'D AT GABLE. FOR TRIM DETAILS SEE D5 FOR SCREW PATTERNS SEE D6 FL-16B t fl ~16A (3)FL-16D I J 3 BEGIN SHEETING STARTING CENTERLINE OF HI-RIB AT STEEL LINE. FIELD CUT PANELS AS REQ'D AT GABLE. FOR TRIM DETAILS SEE D5 FOR SCREW PATTERNS SEE D6 FL-16q ~ I ~ n C ~ : W i I ) 0~ N i o o N ~o o N 0 N 0 N 'D o N C) 1 N I I , 0~ I ~ ~ i I ~ j , ~ o to I 0 ELEVATION AT FRAME LINE I f I J l~ I I FL-16B FG~ibA (3)FL~16D FL-16A i J l1 of O IN O 0~ ~ 0~ o I N ~o to I N N i o I N ~ to N o , fA Cl ID Q` S O ~D COI t I -j I h IJ I tl I ELEVATION AT FRAME LINE S LA v 0 o JOB#:96-D269 BY: ECP DATE:6/4_/96 SHEET MUCHLAND❑ CO' CK: (DATE: p--;t of 7Z ZEE PU RLI N FO fi EAVE 5ryuf mmm (ice CORNER COLUMN 1/2" BOLT A3o-7 pURL1N CL-5 ' RAFTER / RAFTER / 3/4 DI A. ANCHOR BOLT _ _~ct- (TYP) _ 2) )'Z¢ X I !2 I ~ 325 BOLTS - - 5 4) 5/5' 0 x 1 3/4' DOLTS X~9 A3z BOLTS `v ••y 1 112, DWALL RAFTER I ) 1/2"Q XlI~4 0 X 1 1 2" X P/4- (2? 1 1 ~ J FNDWRL RAFTER (2)5/61 X 1 Ve 1 112" 8" A315 d BOLTS NOTCH CORNER COLUMN ENDWALL COLUMN W/ FLAT WASHERS E10WALL COUJNN CORNER COLUMN TO ENDNALL RAFTER FD-1 ENDWALL COLUMN TO ENDWALL RAFTER FD-2 PEAK W10 COLUMN D_ Pm W/Cmmw FD-4 CORNER COLUIWN BASE FD 5 EAVE fur 5.~•S. FD-8 i - FD-10 1 • 8" CORNER COLUMN ENDWALL COLUMN 1/2. 0 AV7 Ana- S I + -I (2) 112' -0 ' I ~S.W.GIRT i ENDWALL COLUMN I t l A30T bd.{5 j ~ E.W. RAFTER IRT S. W. GIRT _ E.W. 0 0 I1 i I; (2) I/2' IRT EW* A3o~ BOLT S O I O - o P o S x 11/4 ® I SHEETING CLIP (CSA CQRNER 2) 1/2' COLUMN ~T pdTs , EV1. GIRT 2' 0 A3o~ t7aLr5 ! I / G E.W. GIRT E-W. GIRT E.W. GIRT BOLT TO 1 4" (4` j CORNER-COLUMN i UNDERSIDE ` OF GI RT I SEE NOTE AT DETAIL FD-12 CORNER COLUMN TO ENDWALL RAFTER F05 CORNER COLUMN GIRT CONNECTION (ELEV.) FD=] CORNER COLUMN GIRT CONNECT ION {PLAN) Fp-g ! ENDWALL COLUMN GI RT CONNECTION (ELEV) Fp-g ENDWALL COLUMN G! RT CONNECTI ON (PLAN) FD-10 ENDWALL COLUMN - CL-5 _ $12 x iYq'1S.DS. 3/4"0 ANCHOR BOLT pURUN ANGLE (TYP) ' • A325 BOLTS /z i - X i ' e' ENpvALI j i , i COLUMN ( : . A NOTE: ENDW LL RAFTER COLIMN $IUOWN W TN OPEN FACE TO THE RI CHT FD-14 FD-15 V" CH I S TYP FOR A COLUMN ON"THE RI GHT S1 DE M - OF T P . A i)ri1 HE EAK OPEN F CE W LL BE TO THE LEFT Q , FOR ENDN@1Lk COLUA~-LOCATEO ON THE.tfFT- . SIDE OF THE'PEAK do FOR COLUMNS AT' CENTERLINE. Q _ og~°16.OZ~I BY: ECP DATE:&/4/1 6 SHEET PURLIN TO ENOWALL RAFTER FD-11 ENDWNLL COLUMN BASE FD-12 FD-13 ~,~,~IL_,,.Jnv Co CK of d >7 1 O 0 tm (TYP) Fl-AT WASHER (Typ) HILLSIBE WASHER (TYP) EYE BOLT (TYPJ/ NUT (TYPJ) J MAIN FRAME COLUMN ROOF CABLE ASSEMBLY tau-sic I WASHER BRACE GRIP (TYPJ CABLE (TYP.)-I CABLE (TYP) C'AB(~ifBRAGE GRfP (iYP) ` fEYEHO/LT Z f►w) MAINFRAME RAFTER (TYP) PURLIN (Tlp) MAIN FRAME RAFTER BRACE GRIP (TYP.) FLAT MASHER (TYP.) I EYE BOLT (TYPJ:J/ / CA BLE (TYP.) HILLSIDE WASHER WASHER NUT (TYPJ CABLE (jp (TYPJ (FLAT WASHER (TYPJ HILLSIDE WATYPlJ ~ I CABLE BRACING AT GARNER COL.UHN (tllf)) FD-1 SW BRACING AT MF COLUMN - - FD-2 BRAaNG AT UNNFRAME RAFTER,PUFM LAP FD-3 I RU BRACING AT W RAFTER PURLIN LAP FD-4 C4R.~ ~ CABLE GRIP dd ~ i CABLE cAa~F,(iYP} EYEBOLT BRACE GRIP MAIN FRAME (RASHER f COLUMN (T1p) MAIN FRAME RAFTER (TYPJ RAFTER SPLICE j ~HILUME WASHER T WASHER i• Y. ii - CABLE BRACING AT CORNER COLUMN (BOTTOM I FD--6 EAVE PURLIN 1/2" 6 BOLT RAFTER CABLE 8RA O BACKI NG PLT. CLI P. CB-I ENO Vi EW (6) 112' A325• `BOLT r -ter e E44 FD-] EYEBOLT (TYP) I PLATES i EYE BOLT I MAINFRAME RAFTER (TYP) NUT I BRACE GRIP (TYPJ FLAT WASHER PEAK CE PLATE (TYP) ' EYE BOLT (TYP.) CABLE (TYP.) } HILLSIDE WASHER NUT (TYPJ i SIDEWALL NUT & WASHER (np f' \ !FLAT WASHER (TYPJ HILLSIDE WASHER (TYP.) SW BRACING AT AIF COLUMN FD-] i ROOF BRAZING AX I1A201 A C (DifER PEW SPLICE ; FD- Rll]F BRACING AT W RAFTER PEAK SPLICE FD-9 y CABLE BRACE GRIP FLAT - ' WASHER (TYP) HILLSIDE WASHER (TYP) ~ (2) 112 A325 BOLTS (/q 3/4" BOLT NOT <TYP) EYE BOLT (TYP) CABLE GRIP (TYP) CABLE (TYP) I -:HILLSIDE WASHER . NUT & WASHER FIELD 1 B = I OVERALL. CABLE-LCWTH - FtfxJ] {i CLIP; C1-50 NEASUREHENT _ 1NT FIELD HEASURCHENT (SLOT TU SLUT) EI.1D _L CORNER COLUMN STANDARD CABLE BRACE DETAIL FD-1 -5 p BY: ECP DATE:~/4 SHEET PEv,~i t_t_ 6~A~@ Co}ztQr;- CoL-um FD-1 MLTCFIt~.N~a Co, CK.- VAff D2 OF 6 MAIN FRA+R SP2'-5 t/2 TOTAL LAP 4'-l1 112' TOTAL LAP 6'-3 112' TOTAL LAP Y-2 3/4' 1'-2 3/4' 2'-5 3/4' 2'-5 3/4' 3'-l 3/4' 3'-I 3/4' EAVPURLIN PURLIN PURLIN (4) (TYPJ (TYP.) (TYPJ T - • 0 0 0 1 Y 0 0 0' • Q 0 • I I I I I t • • _________•-i • • • 0 • • L z --j7j7777777__--__A_ 1/2' x l 1/4' \_1/2' X 11/4" i/2' X 11/4` OLT$ (TYPJ BOLTS (TYP.) j BOLTS (TYP.) r r I B FLANGE BRA I • 0 FLANGE BRACE • 0 FLANGE BR E • 0 SEE MF CROSS SECTION FOR AS R 'D AS REQ'D AS Q'D MAIN FRAME ( BOLT SIZE MAIN FRAME R TER 6EI~ EI MAIN FRAME RAFTER MAIN FRAME 'TER COLUMN AND QUANTITY EAVE STRUT TO lAF (BY-PASS GIRTS) FD-1 RUN LAP (2'-5 1/2') FD- I PURLIN LAP (4'-11 1/2~) _ FD-3 PURLIN LAP (b'-3 112') FD- MAIN FRAME MAIN FRAME v MAIN FRAME MAIN FRAME ANGE BRACE COLUMN NGE BRACE COLUMN j NGE BRACE COLUMN j FLANGE BRACE COLUMN • 0 I AS REQ'D ! AS RER'D AS REQ'D 112' X l 1/ AS REQ'D • • C I/z' X I I/4' 0 i/2' X • Q i/2' X 1 1/~~ BOL / BOl 1/S BOt lS ( BOLTS (TYP.) (TYPJ (TYP.) / ( (TYP.) i % GIRT G T (TYPJ T (TYPJ T (TYP_) i r - - - - - - - - 4--v -----------r----- - - - - - - - j • • • • j 0 • 0 • 0 0/ 0 0 • i • • • j I I I I /0 !o 0 - 3 3/4 3 3/4' CUP CLIP i'-2 3/4' 1'-2 3/4' (FACT. WELDED) (FACT. WELDED) Z-5 4' 2'-5 3/4` -1 3/4' 3_1 3_4'7 112' 21-5 112' TOTAL LAP 4'-I1 J112' TOTAL LAP 6'-3 112' TOTAL LAP DOOR JAMB LAP DOOR JAMB - T LAP (2'-5 1/_ FD-6 IRT LAP (4'-11 1~2') FD- GIRT LAP (6=3 1/2") D_ GIRT LAP FD-9 MAIN FRAME MAIN FRAME FLANGE BRACE COLUMN FLANGE BRACE COLUMN i i ~s a o • SEE E~~ I 0 112' X 1 1/4' AS RE4'o I• p 112' X t 1/4' BOLTS BOLTS (TYPJ (TYP.) GIRT (TYPJ GIRT (TYP.) - - 0 0 - - - - I I I I 0 0 I 0 0. • I CLIP Q Q 3 314' 3/4' (FACT. WELDED) o 7 112' 'LAP DOOR JAMB Q 2'-4- BY:ECP DATE:SHEET LAP (7 1/2') FD-11 ~IcT oT~)~ FD-12 Mu" wl.lrJO cv, CK D3 of { CL ~ CSA•10 CL ~ CSE{-16 ~ - SHOP WELDED LATE SHOP WELDED SATE :A R 2) i ~ I DOOP, JAMB 2 i A GIRT HEA R ~ (2) / 1~ \ ~ 30l r ~ / A~o1 BOL (2) t 1 ~ A~oT A307 BOLT ! ~ (2~ !I ~ q~pT p~ 7s I L-TS I 1/ / 8Z GIRT I BC GIRT ~ ~ SHOP WELDED BZ GIRT j ~ i G'tI P I I ~ - i - - - I ' f ' I ~E I I HEADER ~ I~ ~ HEADER ~ ~j I (2I I /2" fl i I~ , A30 BOLTS I i JAM JAMB ' ~ 1 T , _ --~-wy-- I I i . i ' I JA!„B ~ ' 4 1 a' i ~ I r ~ T TD JAMB AT HEADER (SZ GIRi) F~-~ - ~ IR7• TO JAMB AT HEADER (8C GIRT) ~ r ~ - i GIRT TO DOOR JAMB (8Z GIRTJ FO-H .;'~ROOP BRACIFi[i Ai MF RAFTER PLRL[N LAP j FO-` FD - ]-SAVE STRUT ( ~ i - J7 r 1/2' DIA. A3ol I i ~ ' BOLT$ 4301 I ~ ~ ~ i (2) i 430 GIRT ~ ~ I sExuT I " ~ E ' i I I I (4)E/ra a l E/a , Porsru rzA~ E ~ I i /.525 BOUS (lYP) ~ 8 3 4"4 % 64gC UP PLATE G i _ _ ( "T- ~ j A32S BOLTS (IYP) I ~ i I ~ - i I i i I ~ j P0RTf1 ft+AME 8055 MNN COWMN (TYP) i PORfAL COWMN (IYP) j 1 E I i ; , , j ~ ~ DOOR JAMB JAMB I E E ' I E --tA- I i --a lo~ c.r~(P) R JAMB TO 8C GIRT Fp-6 ~ PORTAL FRAM£ DETAIL _ - Fd-8 DODR JAMB TD SAVE STRU7 C{~I-~ E r -9 ~r I GIRT GIRT ~ I I ' j ~ #12 K 1 4 S.D.S. #12 X i I/4' S.D.S. ' 7-4 G1RT ~ 7-4 G1RT t . O.C.) 4' S.D.S. tb' 6 SHOP WELDED PLATE i DOOR JAhdB ~ (2) i~2` ,6~ 7-D ~ ~ 7-G DODR I (2) t/2°pl A3oT ' ANCHOR BOLTS - i WH- ~ A -TOP OF DODR FRt;,~rE I i R FPAME - - - OMIT NOTCH a ~ 4 I ~ i WINDOW HEADER CETAIL (AT 7-4 GIRT1 r SELF-FRAMING WALKDOOR 6ETAIL (AT ]-4 GIRT) iJ-~ ~ HEADER \ _ - x 0 JAMB U Q - Q I j , _ °16-!726 BY: EG P DATE: / /9 SHEET ~ ~ o 9 6 ~ l9 SHEET FD-1 Z Mu~N a Go CK Parr' D4 of 6 HEADER TO ODOR JAMB F~-~ ~ , DOOR JAMB BASE ~,y 1 ~ D4 of 6 TER STRAP s ROOF PANE w - Oi a0~ C• ~ TEEL U NE a w GH-RID SiEEI U t~ t6 CR-RI 8 L / X 7/8" ROOF P L (14x7/8 (12x1 1/4`SOS 3" 7 L.T AT r PE ~i~ X TAPE ~1'{ X l~B t2" 0. C. S . ~ C L7. i2`O.C. utSTIC CT ®i2'O.C. 4` -mob I.S.Lias~ OOF PANEL ROOf PANEL EAJE?ett'~ ~t:1 I . S. ~ I ~a ~1t~T~ ro~ssr~ to x r s' aasuRE ~ . 12xita' ~ ®tio - !s / LT- 'c' ~ ~t2 x t t/c' tlz z t tia• --..@ etz z 1 lia• _ _ . 0. S. S.D.S. - S.D.S. a s. ~.(vsu~ r ' ' S. 0. S. _ A i ~H nY hTsl i ~t~ x 2/a' GarrE~ - t LT.12'D.C. ~'AL~-~ PEAK PURUN T~1 A3t.~ _ TQtiYI O.S. CCOSURE• i a EAVE PUR ~ X ~/8` ~14 X i/8" _ UN ~ EAYE PURUN L T Q 12 O. C. ~ . L:(®12 O. C. WALL PANEL ~ O.S. CCO RE o. s. aosuRE o. s, aosuRE ' W PANEL tWLI PANEL PURUN PURUN 'KmF PA~E:L DEL E.W. R ~~111 PANEL E.W. RAFTER EAYE TR(u OETAI L _ FD-16 YE x1 TN C!RTER OETAI L F - ~ DI.E iRl u pETAI L - ~ j FD-1 CABLE TRIUDETatI _ FD-19 RIOCE TRfU DETaiL F~-2~ FD-20 PANEL S. & PANEL Yrai.l taX) PANEL PaNE1 L ~ taxl 8` ( HEADER ~ _ HEADER T . ~ L / P L I . S. SELF FRA NG I . S. 12' O.C. ( T" at CLOSURE t'~LKOOOR CLOSURE (r`l P) t 2' 0. C. ( 1. S. FRAI.E . C'f..(f~ aOSURE f1 HIGH-Rt8 1' o ~h~ 1iEA17 0 I p o o p YA Ntknff FRAL£ TRIM ~ 'f(~ICti lI I 1 - 1 _ _ I ~ 1 .T-~~ AOER READER READER v t ~ ~ ; O fl titGR-R1B ! p 0 i~ i p WALL - PANEL PANEL PANEL EI2x1 1/a' : '~B i x 1 L 4 STEEL IItJv ~ 2 t /4 II2x1 STEEL UNE ~ S. 0. S. S. 0. S. SEIf fRAU NG ' S. 0. S. JAlJ9 E.Yt E.YL (TYP) (TYP) ~ (7YP) PANEL GR-RI B WtY PANEL ~KDO6ft NEED TO BE Cod ~S' ~ ttl CR-RI B 1 S l li NE TRI ucO ~ i Tait"! FORE T~ tN ~ tt . NONtlt.l PA IM ~ gyp, fRat~ .1Fit~ ~ JA1/3 Ig "(~11A JAti6 `MINI JAMB GN-Rl D i S STEEL LINE `f~ ~ FOR ENOt1A11 PANEL AND I St DEYdilt PANEL i R- TRI u OETA! C ~ _ FD-2 CORNER TRt u 6ETA! L 0 A TRI u AT FRA _ FD-22 ER & J 1p MED OPEN( NG FD 2 ItEAQER do JAlt3 TRt u AT S. F. ilACKOOOR FD-Z4 NEAOER & JA313 TRI u AT OvERNEAO DOOR F ~ ZS wau P~ ~ W PANEL - - LIN w PANEL t2xt 1/a" ~ BASE T i2xs t/a j~12 1 a" Walt. P LINER S.O. . 0. S. S S / LS. CLOSURE LS. CLOSURE; _ BASE 12x1 i 4' BAt LS. CLOSURE S D S / ~ ~ 8AtO0 1.S. CLOSURE ~ t /.C i • t POKER f EVER N . / . - / OY OTHERS _ POWER<fASIENER - BX:.OTHERS.•. ~t? 'FASTENER ~ POKER TENER rr1-r- r = us. ~ U ~ B'r OTRE ' Q _ Flo ~ - ~ BY: ECP DATE: 6/ SHEET / Frnt~„ A . ~Z(O I t r 1 'FO 26 ~ OETAIL~tHTROUi ~ "oF NotcR F al w BaSE 1 ; ~ D5 . - D 2 E DEr L / c RT (NO NOTCtQ FO-2 d . Mu~N I~1,,)ga . C.o, CK:. tea E ~.f. U w b0 m 00 bo b0 B„ ' i ROOF P2" I~' tg' tg' tg' t~' tg tg ETC PANEL I E T T T T T T T T T - #12 X 1 1/4" S.D.S. MASTIC TAPE PURLI N (TYP) F- J X12 X 1 114-" S.D.S. (ROOF (SELF PANEL I TO RED SCREW) IRON) ROOF PANEL LAP DETAIL # 14x7/8" L.T. (LAP TEK SCREW) (ROOF PANEL TO ROOF PANEL) 14x7/8" L.T WALL PANEL TO WALL PANEL) f-14x7/8" L.T. TAPE MASTIC (18" O.C.) e r-o!7F o14 1-Y 12x 1 1/¢" S.D.S. (WALL PANEL TO RED IRON) + SIDE LAP DETAIL H PANEL FASTENERS T T T T T T T PANEL TO RED IRON FASTENER SPACING FOR ROOF PANEL TO EAVE PURLIN PEAK PURLIN WALL PANEL TO BASE ANGLE 1 CAVE 5fc-A7 , 24e Ar1Cil.E VA~IEL LAP @ Lap 1-UfLLit4 &t-40 OjiF-r - T T T T PANEL TO RED IRON FASTENER SPACING FOR WALL PANEL TO ALL INTERMEDIATE PURLINS & GIRTS EXCEPT LAP. T T T T N ~lv N 12" 12" 12" 36" HI-RIB PANEL SECTION LEGEND m- n. ur, EAVE FLASHIN( GABLE TRIM CAP C- MAIN FRAME COLUMN R- MAIN FRAME RAFTER FL- TRIM CC- CORNER COLUMN SF- :SPECIAL TRIM EC- ENDWAL COLUMN CENTER LINE ER- ENDWAL RAFTER F.S. FAR SIDE DJ- DOOR JAMB N.S. NEAR SIDE DH- DOOR HEADER N.B.A.: NOT BY ATE' G- GIRT O.C. ON CENTER P- PURLIN STEEL LINE ES- EAVE STRUT O.H. OPPOSITE HAND - JC- FRAMING CLIP TYP. TYPICAL RS- ROOF SHEET U.N. UNLESS NOTED FLASHING SW- SIDEWALL O.S. : OUTSIDE 2 FLASHI NG EW- ENDWALL I.S. INSIDE Q o. BY: ECP DAT E:6~} 6 SHEET ti~ Mui-uLAUpo 6o. CK • D6 of 6 DEPARTMENT OF COMMUNITY DEVELOPMENT Fer1cE 7500YJEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. M94#14358 234-5933 P.O. BOX63e CiTY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BETOW. SIiT OWNER Ul~le: t✓1Vi/'Onr'1'1P_✓lTa1 l7Cd~ JOB ADDRESS r CONTRACTOA ~ YI P ~Ylllll'~~171'Y~~ ~c2l 1l7CdI~ ADDRESS i/LI'~J7 w- '1"'7~ 1/2~1~~'~ C? ADDRESS wT-70 FrOr)M PHONE y 2(~ -~~3 ZIp CODE CITY IitJl'1P17~' ~ICIC/PJ Cc ZIPCODE 3 v CONTRACT PRICE $ ~Z1L'GC'e0'1 2- ~.qJD3 DATE .S Z ~O q H ONE LICENSE NO . L?VPE GrounE❑ Wall❑ Proiettinp❑ 01her. SaDFece 2. MATERIAL Totol Square F"t it No P E SIGNS 3. ILI.UMINAT10N Ya❑ No❑ TYDS . vm pef. T BACK FROM PROPERTY LINE N _ 5- E - W Zone_ Apprwed,2one Inspeda ~ / 4. SE d (SOecity whicnisfront) ❑ ❑ ❑ ❑ Disapprove ~ lidO More Thon 80% OpenEJ S Less Thon 80 % Open o I. TYPE MATERIAL 5Ui i } -f'3' L w aXd "~~Y1CP t MeipM n ~ FENCES SET BACK FROM PROPERTY LINE N 3 _ 5_ E _ W Zona_ Appraed,Zone ImDeefa ~ . ved i S~Q (SOecify whic~ is tront) ❑ ❑ ❑ ❑ aappro D I. OTHER 2 3. orc P DRAW SKETCH OFt SHOW BELOW, THE FENCE,SIGN,OR OTHERSTRUCTURE, GIVIRG iNJlArvl.W rnvmrnvrc- . (SETBACKS OR PROJELTIONS INCLUDED) - See- czt-Fa.ch ecl P I cu~ F N~ ~ SPECIFY NORTH STREET NAME SO 'TO I ~O SHOW OISTANCES FROM THE MAIN BUILDING TPADJOINING MOUSES, STREETS,ANO PROPERTY LINES;ON IRREfiULAR L.OTS, SHPN LEPa4I DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAfiE OISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMiT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAVS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. PLU MBING PER MIT MECHANICAL PERMIT ELECTRICAL PERMIT TATE LICENSE N0 STATE LICENS E N0. S . M IST 2ND 3RD 4TH N0. » EI Solm : ~ aI 8 I~LEGAL FLOOR BS ~ ALUM INUAI MlIRE UNDER SIZE pR B CED A ~ WATER CIASET BTU HOT WATER _ TEMPORARY METER WASH BOWL - STEAM BTU NEW SERVICE - AMPS BATH TU8 AIR CONDITIONINC-BTU CHANGE SERVICE-AMPS SHOWER OTNER LIGHTING SINK REFHIGERATION SVSTEM HEATING GARBAGE DISP QTER Retri sranl GrouO POWER SUB-CIFCUITS WATER HE pounds CMr e UTILITY (RANGE, DISPO5ER, ETC ) AUTO. WQSHER AUTqAATIC SPRINKIER SYSTEM FIXTURES DISH WASHER ELEVATOR WIRING MOTORS 9 CONTROIS FLOOR DRAIN SIGNS URINAI TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTNER MOTORS OVER I HP TOTAL FIl(TURES PERMIT FEE I hereby ocknowledqe tnot this oppIica- lion ie torrect ond understond that I USE TAX tonnot start this Drojbct uMil thia apDli- cotion is opOroved. I shall comply witn TOTAL FEE 1M laws oi the Stote o1 Colorodo and to fhe Zoninp ReQulotions and Bwldinq APPR E Code ofthe City of Wheat Ridqe. Qny violation ol the above terme will couse CHIEF BUIL immediote revowtion of Ihi Oermit I odre I55uea_ -;cao~. slannm,. NOT VALID UNLE55 rtLctn $ g S c9-z1 s<< 7'7 INSPECTOR,City of Wheat Ridqe ,J~2a CALL 2345933 24 HOURS IN ADVANCE FOR INSPECTIONS \ ,,~~II ,Vv .0 r, ~ R D o ~ . 0 R 1~ A R ~i ~ ~J ~ r~ i ~ ~ r-; n ~ ~ ~ z . ~ , ~ ~ L o ~2 v t~ x G 4, N N F 0 R~ c _ ..n- / y,,a. - , X,,, i ~ ~ ~E ' , 5 " 1-t x ~ i 7 ~ ~ o 'S ~n TOP 48"=98.14 ~ ; ~ l EXIST(N0GRAVEL ,.~r ~ p,z, y PARKING AREA ~ % TOP 49°=97,44 W; _n _ ti ' X7039 f, t~ ';1s~~3.75 i ~ Pr+A~-~ ~t~~~~ cTtNU ~~_ftd ~ 7 ~Xt ~ RED' Vii" YO C ~ _ ~ 2 _ ~ 1 ~ r-- i ~ \ ~ ~ 5 4 j ~;1~ AXIS lI~ ~ t ~ ~A~~ FF~--1 X01, , 2 s . i~ s ~ w _t _ _ ~ ~ ' y h'.~\ N Nrrr ~ \ U7 , ~ANTch , Ci ~ f \ ~ ~ ~ ~ / _ . a t3N~ERGROUNCJ F~~~~~G IV! ~ ~ ~~,~,N,~ . S 0 F ~ ~ ~ ~ ~ ( ~ % TANK ~ o ~ ~ ' ~ C N ' ~ I O STR~CTlON 1 ~ ~ ~ r + l7 + ~ ry'~ i I Q ~ . ~ V ~ t ~ f 0 l1J e ,o) o Q ~ ;F ~Fa ~i } :u ~ ~ ~ Q ~~0 r<Y~~A~h (i S ~ ~ ~ e ~ ~r~ i + o`~ l ~~1 P' ~ r ~ ~ ~ r E-' C/ ' ~ ~ ~(~1 r"` ~ v ~ I \F ~ ,.fir' ~ t i ~ ~ ~ i ~ G, . e / ~f~~~ ~ FINI M F _ 5 ~ ~c , l_-~~ s ~ooR - 10000 X~ 4e Q t~~~''' ~ .r I ' a ~ ~ G s _ -1' _ d L L~ N E~ ¢,b Q, ~ F ~ ; w ~ } N f r j ~ 4 4 3 \ i" X x t i _ ~ F ~ 11RE E t as R.O. W. of Tabor Street r- , ~ " 0~ Q 5g ; 39.05 VPI ; . i ~ r . 6~a / ~ ~ ~ ~ ~ ~ _ . _ - S 89 !2'29 " W 6 42.0 7' / ~ ~ ~ / r ~f: F" E ~~r R r Ot 97 f y ~ _i ~ ~-Z ~ "v I , L r C ~ ~ i 'ai ~e~ ~ t ti t - ~ e ~ . ~ _ r ~r,Ai ~ ~ ~ ~ } ~l V ~ 1Ue~ Fer ; o f 7~a~ e t R. 0. W. M ~V ~i L:i F Q J a c~ u~ n z a rn rn Wf~U X15~INO SP wNo fo RwAiN o 0 U-i ~V,© ~i ~.i ZL~ LLJ < 4, z: • LaJ LJb~ c~ 3 G ~ r- ,ti..~ y ' : r-,~.....-.._._.. 7500 WEST 29TH AVENUE P.O. BOX 638 The City oi WHEAT RIDGE. CO 80034-0638 (3031 234-5900 cWheat City Admin. Fax # 234-5924 Police Dept. Fax x 235-2949 GRidge July 13, 1993 The Wheat Ridge Department of Community Development has received a request for aoproval of a Special Use Permit to allow an environmental at the property described below. Your response to the foliowing questions and any comments on this proposal would be appreciated by Julv 26, 1993 No response from you by this date will constitute no objections or concerns regarding this proposal. CASE NO: SUP-93-3/Urie Environmental LOCATION: 5040 Tabor Street REQUESTED ACTION: Special Use Permit approval PURPOSE: Installation of an environmental training center APPROXIMATE AREA: 4.4 acres 1. Are public facilities or services provided by your agency adequate to serve this development? YES NO If "NO", please explain below. 2. Are service lines available to the development? YES NO IE "NO", please explain below. 3. Do you have adequate capacities to service the development? YES NO If "NO", please explain below. 4. Can and will your agency service this proposed development subject to your rules and regulations? YES NO if "NO", please explain below. 5. Are there any concerns or problems your agency has identified which would or should affect approvai of this request? Please reply M_ Rarkar+ ° Department of Planning & Development DISTRIHUTION: X Water District (Valley ) Denver Water Bd. TCI of Colorado X Sanitation District (FruitdalO XJefferson Co. Health Dept. X Fire District (Arvada ) Je££erson Co. Schools Adjacent City ( ) Jefferson Co. Commissioners X Public Service Co. Wheat Ridge Post Office X US West Communications XWheat Ridge Police Dept. State Land Use Commission XWheat Ridge Public works Dept. State Geological Survey Wheat Ridge Parks & Recreation Colorado Dept. o£ Transportation Colorado Div. of Wildlife <pc>referral£orm 06-26-92 gWheat Ridge Bldg. Division ADDENDUM TO SPECIAL USE PERMIT URIE ENVIRONMENTAL HEALTH, INC. MAY, 1993 INTRODUCTION Urie Environmental Health, Ina (Urie) is a 5-year-old, Colorado corporation which specializes in Environmental Health and Safety Training and Consulting. The fum employs 14 individuals which inciudes engineers, chemists, industrial hygienists, technicians, and office support personnel. The business services over 450 companies and governmental agencies throughout the westem U.S. and Asia. Of the total annual income, 60 percent is derived from consulting and 40 percent from training. A corporate brochure is attached to serve as an overview of specific services offered. Urie is in the process of purchasing the 4.4 acres located at 5040 Tabor Street. The purpose of the transaction is to allow the hansferring of its eusting Wheat Ridge operation at the Kunz Construction Pazk to a larger area which lends itself to (a) the development of a premier environmental training center, and (b) an office building which will support the activities of both training and consulting. The proposed facility shall consist of the structures sketched on Figure 1, which includes the existing 3,000 ft2 steel structure, a 3,500 ft' office building, the eusting barn, a gravel pazking lot, and an outdoor training exercise area which includes a railroad tanker car, a fire pit, an empty tank, culvert pipe, and a small pond. The training facilities would be utilized as often as possible, but generally activity is limited between 7:30 a.m. to 5:00 p.m., about 15 business days per month. Approximately 50 percent of the haining time will involve outdaor activities in which participants wear chemical protective equipment and practice hazardous materials handling techniques. No actual hazardous materials are used by Urie with the exception of small quantities of diesel fuel for fire extinguisher training and a few zinc-oxide smoke bombs. TRAFFIC ISSUES The minimal amount of traffic into the 5040 Tabor Street property will consist of 14 employees. The maximum traffic shall include up to 60 additional employees and/or students. The vast majority of traffic shall be limited to the I-70/Tabor corridors. Pazlang shall be accommodated through the construction of a gravel lot with a one-way entrance and one-way exit from Tabor. NOISE There are no mechanized sources of noise associated with the training/consulting operation, other than the short-term traffic and the use of two-way radios in the open training area. There is no reason to suspect that the residential areas adjacent to the property will be negatively impacted, as noise at the property line should not excced 70 decibels. AIR POLLUTION 'I~vo sources of air emissions are associated wid► tiainm8: (1) a twenty minute diesel bum exercise twice a month, and (2) the use of up to ten 5-minute zinc-0xide smoke bombs each month. The use of these traininS props shall be contingent upon the approval of the Fire Department and the Colorado Health Department, in addition to the City of Wheat Ridge. Air emissions shall be reduced from the level associated with the previous owner's operation which involved eight laboratory hood emissions. LIGHT POLLUTION Urie has never conducted outdoor training in the evening. There shall not be any use of outdoor lighting other than minimal security lighting at the site of the buildings and parldng lot. MEETING A PUBLIC NEED Urie Environmental Health, Inc. is in the business of reducing the risk of occupationally induceti illness and injury; and controlling adverse public health hazards through training and consultation. Urie is unique in that it is one of the few environmental training organizations which provides eztensive hands-on experience to its studenu. The organization has been selected by several hundred company and government agencies to pmvide environmental training to its workers. T'he Urie client list includes a tluce-year contract to provide training to the.U.S. EPA. It is also being considered as a training resource byt he Republic of China EPA (see attached article). IMPACT TO UTILITIES Urie plans to utilize the existing water and sewage lines to the property. No expansion of utility lines is anticipated. SUMMARY The Urie operation shall be an environmentally benign business which will result in the potential for up to 15 new jobs in Wheat Ridge. The facility shall draw visitors from throughout the west, Asia, and possibly Mexico.