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4243 Harlan Street
City of Wheat Ridge V Resid. Windows/Doors PERMIT - 201801372 PERMIT NO 201801372 ISSUED: 05/11/2018 JOB ADDRESS: 4243 Harlan ST EXPIRES: 05/11/2019 JOB DESCRIPTION: Residential door replacement of 2 entry doors with Provia Entry Doors. U-factor=,20. Like for Like. *** CONTACTS *** OWNER (303)955-4576 LAKESIDE PARTNERS LLC SUB (303)421-7100 Ted Roland 018516 K & H Windows & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 560 / Kennels/Vetenary Hospital; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,729.00 FEES Total Valuation 0.00 Use Tax 141.31 Permit Fee 156.75 ** TOTAL ** 298.06 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed nd that al work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ,2V 0, cearoA-_ 5--h-19 Signature of OWNER or CONTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accomfanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regula ions, policies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinpnce or regulation of this jurisdiction. Approval of work is subject to field inspection Signature of�eiBuil ing OTficial Date REQUESTS MUST BE MJE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Building 4 Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 *.Fax: 303-237-8929 Inspection Line: 303-234-5933 Email .pgLm atrill gecous �its@ci.whe— -9 a )�Ofqn) FOR OFFICE USE ONLY Date: PlawPennito Plan ROVIOW Foo. Building Permit Application I Please complete all highlighted areas on both sides of this form. Incomplete qppiloations may not be prooesse#. *- Properly Address: q2V3 HAOM wiMat Rid v- C G6 373 Propeqy owner {please print}: Wri� Lhslf- I - Ice ie 4;k &A h Phone: 363- yn4 Mailing Address: (if different than property address) Address: Ok State, Z12: ArchitecUEngineer E-mail; Phone: contractor. K&H Windows and Exteriors Conftactors My License M 018516 Phone: 720-420-1724 Contractor E-mail 64#Leas: Sgeorge@khwindows.com Electrical: Plumbing: W.R. City License # WA, City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License# �� lt111o�' die-tcr[ptian f work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICEUPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING ❑RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEMIAPPLIANCE.REPAIR or REPLACEMENT` PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) dcoc la (For ALL projects, please provide a"IN description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) -- �e � fay CEJ e,*q orS w girth (9�o u%� �ri�Cy its Sq. FtdLF _ Btu's Gallons Amps Squares Other Project Value (Contract value or the cost of all materials and labor included in the Raft project) WM1IM OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions ofrecord; that all measurements shown and allegations made are accurate, that l have read and agree to abide by all conditions printed on this application and that i assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application, CIRCLE ONE: (0WNER)(CONT "ACT l'R) /r {AiTTHQRIZED REPRESMYTAT;1lfEj of (OTI'NERt) (CoNr ACTD,t?j DATE: DEPARTMENT USE ONLY 0CGU,'AN Y CL.ASSIFICKTION, Building Division Valuation: $ Measure Sheet Job No.: 421& '73 L), Contract Date: - 77 7 Sales Rep.: Customer Name: MW2) 11 ` S%l� � IZ1 Asp I 7, -f^'�� ,,, Inside Color 6t`y+or � ooft ESdOor Color+r' .. Screens lambs Gadder Needed ElectricAvall. 2nd or Std Story Steel casements `--' Steel bucks Siding ' Grid Type •----- / Storm Removal 1 . Mullions Drywall cuts . Flash Tops' L4jqto size easing Sill _ Apron •--- Specia{Notes: %A t Z v ce. 'Ell .1 Z Z 0 ce A 0 U. . Z t5 9 0 iii z tra ya rn rn o -AM Gt ya rn -AM i `'CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: x-41 _ Job Address: _ Y9 V3 P(, r-) a S / Permit Number: PO/ 7 o r q/ 6 ❑ No one available for inspection: Time E 1'. /,2 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -6/,26// 7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - RO r Job Address: �� 16 c•!1a✓J 5 Permit Number: X170 I L1166 ❑ No one available for inspection- / AM/PM Re -Inspection required: Yes No When corrections have been made, call lq I for re -inspection at 303-234 J/-5933 Date: Inspector: MT_ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701.416 PERMIT NO: 201701416 ISSUED: 06/02/2017 JOB ADDRESS: 4243 Harlan ST EXPIRES: 06/02/2018 JOB DESCRIPTION: Remove and replace 25 squares of asphalt shingles plus 9 squares of EPDM; - 34 squares total *** CONTACTS *** OWNER (303)955-4576 LAKESIDE PARTNERS LLC SUB (303)332-6224 Chuck Gardner 021423 GARDNER CONTRACTING, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 560 / Kennels/Vetenary Hospital; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,622.00 FEES Total Valuation 0.00 - Use Tax 412.06 Permit Fee 362.80 ** TOTAL ** 774.86 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€Ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201701416 PERMIT NO: 201701416 ISSUED: 06/02/2017 JOB ADDRESS: 4243 Harlan ST EXPIRES: 06/02/2018 JOB DESCRIPTION: Remove and replace 25 squares of asphalt shingles plus 9 squares of EPDM; - 34 squares total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or `CONTRACTOR (Circle one) Date r 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of W heat edge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: Plan/Permit #0 ) )()) ` I% � «l Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: I� Property Owner (please print): LC�_ C)t1; ,t^ -,u l ( ` Phone: �A q � ��f�� 3s. Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Contractor: k4 Phone: Contractors City License #: —C) -Z-( q23 Phone: 6Z:?- / Contractor E-mail Address: ' Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # 521 Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ® RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps A, s sr- �r� 6,cl ` Btu's & Af- -r,,Ii�,,e_c I;rAe- v[k�re_ �4 D Gallons Squares i J Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) It J� 2 ACU OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: Fi A�jC(9!L, _b, 33 1,k SIGNATURE: ZONING COMMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: Building Division Valuation: $ IU} i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line /f (303) 235 -2855 Gfrice • (303) 237 -8929 Fax m� INSPECTION NOTICE rte® Inspection Type: Job Address: Axel ?, Permit Number: ❑ No one available for inspection: \ qne AM /PM Re- Inspection required: Y No' "When corrections have been mbd , for re- inspection at 303-234-5933 Date: Inspector 1 ry DO NOT REM HIS NOTICE 4' City of Wheat Ridge l Commercial Sign PERMIT - 102055 PERMIT NO: 102055 ISSUED: 08/27/2010 JOB ADDRESS: 4243 HARLAN ST EXPIRES: 08/27/2011 DESCRIPTION: New freestanding sign. * ** CONTACTS * ** owner 303/955 -4576 sub 303/420 -7264 Gary Rains Lakeside Partners LLC 01 -8163 Bighorn Signs, Inc. ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 818.00 FEES Permit Fee 46.43 Plan Review Fee 30.18 Total Valuation .00 Use Tax 14.72 ** TOTAL ** - 91.33 Conditions: SS: Approved. Meets zoning requirements. Allowed in R.O.W per section 26 -708.F and R.O.W. use permit. Zoned R -C. Subject to field inspection. KC: Approved per plans and notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other app Wheat Ridg Ordinances, for work under this pe it. Plans subject to field inspection. LAP T2c a'z �CX ,` vui' -9 77- 1 ' �> o S ature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review i ject to field inspections. Signature of uilding Official date INSPECT N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REOUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Citv of yy �"IlE'�31 C� Date: 144/0 , CCIA.1.'HUNtTY L�FVFLO NT Plan# 10 �)'f Building & inspection Services Division Permit# 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303- 235 - 2855 " Fax_ 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Address: [ aLt3 Tt1T('�t- 09 1 ;V17 , � Property Owner (please print): Gil l �l}� I y I LC. Phone: 3v . Ct�G •` r ��� Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractors City License #: Phone: Sub Contractors' Electrical: Plumbing: Mechanical. City License # Description l ot work: - ,l7 bLtili CL u 51� b�I I t�� . S quares BTU City License # be r64 LIU Gallons Amps Sq Ft. City License# Contract Value. jvl r ,/ (t .l Review Fee [due at lime Of submiltsl): OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND .AGREEMENT I hereby certily that the sOtbackdistances proposed by this permit application arc accurate and do not violate applicahle Ordinances. rules or regulations of the City or Wheat Ridge or covenants. ,scmerts or restrictions ofrecard: that all mcusurcments shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full res}wnsihility lir compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based oil dtis application: that t unr the legal owner or have been authorized by the Icgal owner of the property to perform the described work and am also authorized by the Iceal owner of any' entity' included on this application to list that entity On this appliaarinn. CIR('I.EQN : !OWNER% OA'TRACTOR) m (AUTHOR /ZED REPRESEN'TA FIVE) of ( OWNER) (CONTRACTOR) A PRINT NAME: SIGNATt: RE: ZONING COMMENTS. j$t.nrt%lS Zt�'.� -' CzpK.�.' 41/ (1 1 d� Zonlnq��, 710111 Reviewer: BUILDINGDEPHRTMENTCOyyyyy11���MMM1M1M1���ENTS �a� n . ReviewE d J� / DATE: —, 99 - CLO cLU /4 � z , J- � ,ZG' 7a.F jb4GJ aL¢ f--P� PVB4ID WORKS COMMENTS: Reviewer FIRE DEPARTMENT:: ❑ approvad w1 coipments Q diseppmVetl O no review required Bid V: Z'd 1790L9Zb£0£ le)idSOH leW1uV eplse 01 dZ£ :60 06 t01nf s PEAK ENGINEERING, INC. CONSULTING STRUCTURAL <ENGINEERING OCOR Wheat Ridge Butilding Department roved � Ufa BUII. NG FFICIAL DATE Validity.of permit:. The issuance of a permit or approval of plans, specigcallons and computations shall not be a permit for, or an approval of, any violation to ;. any of the provisions of the building code or of any City ordinances. - Pe" presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. Structural Calculations for: SIGN SUPPORT AT LAKESIDE ANIMAL HOSPITAL Wheat Ridge, CO PEAK NO.: 10 -116 2006 IBC, LAC, IPC, IPMC, IECC, 1FC, IFGC; 2005 NEC; NFPA 99 and ICC /ANSI A117.1 - 2003 PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING Jos No.: O' I � DESIGNED 8C DATE: PAGE: PROJECT. 1.A14E S ! bE— R F1A2, FEATURE: M, U,uv1 µ'F�1-{ S DETAIL: e.ly�� YJ 0 PEAK ENGINEERING, INC. 1687 Cole Boulevard, Suite 100 Lakewood, Colorado 80401 303/274 -0707 JOB TITLE Sign for Lakeside Animal JOB NO. 10 -116 SHEETNO. CALCULATED BY KLD DATE 7/12/10 CHECKED BY DATE Wind Loads - Other Structures: Importance Factor= 1.00 Gust Effect Factor (G) = 0.85 Wind Speed 110 mph Kzt= 1.00 Exposure B A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) 0.0 ft 0.0 ft s/h= 0.50 Dist to sign top (h) 8.0 ft B/s = 1.50 Height (s) 4.0 ft Lr /s = 0.00 Width (B) 6.0 ft Kz = 0.575 Wall Return (Lr) = F= gzGCfAf= 13.6 Af qz = 15.1 psf Directionality (Kd) 0.85 0 to s 2.25 Percent of open area s to 2s Open reduction 19.3 As to gross area 0.0 % factor= 1.00 Case C reduction factors Factor if s/h >0.8 = 1.00 Wall return factor for Cf at 0 to s= 1.00 B. Open Signs & Lattice Frameworks (openings 30% or more of gross area Height to centroid of Af (z) 0.0 ft 0.0 ft Width (zero if round) 2.0 ft Either width or diameter must be zero Diameter (zero if rect) 2.0 ft D(gz)A.5 = 7.78 Percent of open area 1.0 ft E = 0.65 to gross area 35.0% C = 0 Directionality (Kd) 0.85 C. Chimneys, Tanks & Similar Structures Height to centroid of Af (z) 0.0 ft Cross- Section Square Directionality (Kd) 0.90 Height (h) 0.0 ft Width (D) 1.0 ft Type of Surface N/A F = Square (wind along diagonal) Tower Cross Section Cf = 1.00 F= gzGCfAf= 13.6 Af Af = sf windward edge F = 0 lbs Kz = Case A & B Base pressure (qz) = 15.1 psf C = 1.73 F =gzGCf As = 22.2 As 0 lbs As = 24.0 sf F = 532 lbs Tower Cross Section CaseC Horiz dist from Member Shape windward edge Cf F= gzGCfAs (nsf) 0 to s 2.25 28.9 As s to 2s 1.50 19.3 As Kz = 0.575 Base pressure (qz) = 15.1 psf F= q,GC,A 0.0 Af Solid Area A = 10.0 sf F = 0 lbs Kz = 0.575 Base pressure (gz)= 16.0 psf h/D = 0.00 Square (wind normal to face C = 1.30 F= q,GC,A 17.7 Af A = 10.0 sf F = 177 lbs D. Trussed Towers Height to centroid of Af (z) 0.0 ft Kz = 0.575 E = 0.27 Base pressure (qz) = 17.8 psf Tower Cross Section square Member Shape flat Diagonal wind factor= 1.2 Directionality (Kd) 1.00 .Round member factor = 1.000 Square (wind along tower diagonal) Square (wind normal to face) Cf = 3.24 C = 2.70 F= gzGCfAf= 49.0 Af F =q,GC A 40.8 Af Solid Area: Af = 10.0 sf Solid Area: A = 10.0 sf 3 F= 490 lbs F = 408 lbs Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block' selection. Title : Job # Dsgnr: Project Desc.: Project Notes: Description : Lake side Sign column Maximum Axial + Bending Stress Ratios Maximum Shear Ratios General Information Stress Ratio Code Ref : 2006 IBC, ANSI 1 AF &PA NDS -2005 Analysis Method: Allowable Stress Design Stress Ratio Wood Section Name 6x6 Location End Fixities Top Free, Bottom Fixed 0.005913 Wood Grading /Manuf. Graded Lumber 0.0 ft Overall Column Height 8.0 ft Wood Member Type Sawn +D +W +H I used rot non - slender culcurat ons PASS Exact Width in Allowable Stress Modification Factors 5.50 0.05229 Wood Species Southern Pine 8.0 ft Exact Depth 5.50 in Cf or Cv for Bending 1.0 Wood Grade No.1 SIR 0.0 ft Area 30.250 in ^2 Cf or Cv for Compression 1.0 Fb - Tension 1350 psi Fv 165 psi Ix 76.255 in ^4 Cf or Cv for Tension 1.0 Fb - Compr 1350psi Ft 900 psi y 76.255 in ^4 Cm: Wet Use Factor 1.0 Fc - Prll 825 psi Density 35.44 pcf CL: Tempe 1.0 Fc- Perp 375 psi PASS 8.0 ft °iMaximum Reactions - Unfactored Fa for Cfu :Flat Use Factor 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Axial KC Built -up columns 1.0 "tos x5.2; Basic 1500 1500 1500 ksi Use Cr. Repetitive ? No :; , o 11 - Minimum 550 550 Brace condition for deflection (buckling) along columns : @ Base Load Combination 2006 IBC & ASCE 7 -05 @ Base X -X (width) axis: Fully braced against buckling along X -X Axis Y -Y (depth) axis :Fully braced against buckling along Y -Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included : 59.559 Ibs * Dead Load Factor AXIAL LOADS ... Axial Load at 8.0 ft, D = 0.0880 k BENDING LOADS ... Lat. Point Load at 8.Oft creating Mx -x, W = 0.2610 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial +Bending Stress Ratio = 0.6694 :1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D +W+,H Top along Y -Y 0.0 k Bottom along Y -Y 0.2610 k Governing NDS Formla Comp + Mxx, NDS Eq. 3.9 -3 Top along X -X 0.0 k Bottom along X -X 0.0 k Location of max.above base 0.0 It Maximum SERVICE Load Lateral Deflections ... At maximum location values are ... Along Y -Y - 0.6695 in at 8.0 ft above base Applied Axial 0.1476 k for load combination : W Only Applied Mx 2.088 k-ft Applied My 0.0 .0 k -ft Along X -X 0.0 in at 0.0 ft above base Fc: Allowable 825.0 psi for load combination: n/a Other Factors used to calculate allowable stresses ... PASS Maximum Shear Stress Ratio= 0.05229 :1 Bending Compression Tension Load Combination +D +W +H Cf or Cv : Size based factors 1.000 1.000 Location of max.above base 8.0 It Applied Design Shear 8.628 psi Allowable Shear 165.0 psi Load Combination Results W Only 0.261 D +W 0261 0 Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D 0.005913 PASS 0.0 ft 0.0 PASS 8.0 ft +D +W +H 0.6694 PASS 0.0 it 0.05229 PASS 8.0 ft +D+0.750Lr+0.750L+0.750W +H 0.5020 PASS 0.0 ft 0.03922 PASS 8.0 ft +D+0.750L+0.750S+0.750W +H 0.5020 PASS 0.0 It 0.03922 PASS 8.0 ft +0.60D +W +H 0.6693 PASS 0.0 it 0.05229 PASS 8.0 ft °iMaximum Reactions - Unfactored Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Load Combination @ Base @ Top @ Base @ Top W Only 0.261 D +W 0261 0 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. M Title : Dsgnr. Project Desc.: Project Notes Job # Loads are total entered value. Arrows do not reflect absolute direction. �.: Description : Lake side Sign column Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only 0.0000 in 0.000 It 0.000 in 0.000 It W Only 0.0000 in 0.000 It -0.670 in 8.000 ft D+W 0.0000 in 0.000 It -0.663 in 7.946 It Title Block Line t You can changes this area using the 'Settings' menu item and then using the "Printing & Title Block" selection. Title : Job # Dsgnr: Project Desc.: Project Notes General Code References: 2006 !RC 1805.7.2, 1697 USC 1$06.9.2.1 Pole Footing Shape Circular Footing Diameter ............ 18.0 in 0.0 k 0.0 k/ft Calculate Min. Depth for Allowable Pressures 0.0 k/ft 0.2610 k 0.0 k/ft Lateral Restraint at Ground Surface 0.0 k/ft 0.0 k 0.0 k/ft Allow Passive .................. 100.0 pef 0.0 ft Max Passive ................... 1,500.0 psf 0.0 ft Controlling Values Governing Load Combination: +D +W +H Lateral Load Moment Restraint @ Ground Surface Pressure at Depth Actual Allowable Surface Retraint Force Footing Base Area Maximum Soil Pressure 0.2610 k 1.480 k -ft 347.41 psf 347.41 psf 888.13 Ibs 1.767 ftA2 0.04980 ksf Lateral Concentrated Load D: Dead Load Lr: Roof Live L: Live S: Snow W: Wind E : Earthquake H : Lateral Earth Load distance above Base Applied Moment 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft t Footing Diameter= P -6" Vertical Load 0.0880 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k Description : Lakeside column foundation +D +W+H 0.3 1.5 3.50 347.4 347.4 +D+0.750Lr+0.750L+0.750W +H 0.2 1.1 3.25 315.6 315.6 +D+0.750L+0.750S+0.750W +H 0.2 1.1 3.25 315.6 315.6 +0.60D +W +H 0.3 1.5 3.50 347.4 347.4 Lateral Distributed Load 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.2610 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 5.670 ft TOP of Load above ground 0.0 ft BOTTOM of Load above ground 0.0 ft Applied Moment 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft t Footing Diameter= P -6" Vertical Load 0.0880 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k Description : Lakeside column foundation +D +W+H 0.3 1.5 3.50 347.4 347.4 +D+0.750Lr+0.750L+0.750W +H 0.2 1.1 3.25 315.6 315.6 +D+0.750L+0.750S+0.750W +H 0.2 1.1 3.25 315.6 315.6 +0.60D +W +H 0.3 1.5 3.50 347.4 347.4 two pla CIIA T. non - illuminated � doubleface display Thanks 9r Gary Rains a 1:20 G) g 0) ;0:3 T CA cn CL = 0 0 C :3 ol L. CD CD M CL F n ' CD - CL F l< 4 1 -0 11 I T-8 1/2 , ----1 m '17 G) g 0) ;0:3 T CA cn CL = 0 0 C :3 ol L. CD CD M CL F n ' CD - CL F l< 4 1 -0 11 I T-8 1/2 , ----1 m Lakeside Animal Hospital Jennifer Morgan W15P_ESS — PH — ONE n n ci JIluminated See us at: bighomsigns.com n0hTPLE11014 3 weeks double face sin ------ PICK-UP DELIVER _X. INSTALL Specifications QTY DIMENSIONS MATE RIALSICOLO RSILETTERSTYLES PRICE ."_'.QFmoum.en_t"_sl[g.n.. vinyI[.WppNcS_._. ..... . 1 /2" MQQ ... faces, with premium --- vinyl..g.raph.ic5___ enclosed ends. -, .. ..... ....... .. .. installed iffasphMt With concrete off 4x4 Wood - post structure - covered I .- with h -1 3mm brushed aluminum - composite . . surrounded by 6'3 planter box 19" depth of pressure treated 6x - 6 -_ timbers, -1 - - fill and plants not included .... ...... - '$2430 - 00 . Wheat Ridge permit not included; can be obtained at cost plus $75.00 Terms 8 Conditions 50 % deposit I balance due on completion per separate layout/ measured drawing UNLESS OTHERWISE NOTED THIS QUOTATION DOES NOT SPECIAL conditions on client's purchase orders in no way negate the INCLUDE: Sales Tax on Materials or Sign Permits. above Conditions of sale. In ordering the work described aocve. the client accepts all of these conditions whether noted on his ourchase SKETCH DEPOSIT any sketches, art or design work presented to the order or not. client may incur charges. These charges will be credited to sign purchase. THE CLIENT agrees to pay all costs of collection in he event of default of payment by the client including a reasonable attorney's fee- In the PRICE QUOTATION GOOD FOR — DAYS. event of delinquent payments, the client wil he charged a rate of BIGHORN SIGNS INC. 12100 W. 52nd Ave unit 119 Wheat Ridge, CO 80033 303-420-7264 O'd t90LSZt7000 _94 inter I for every after the first 39 days. 0 Quoted by D 212010 Acceptance of Proposal The above prices, specifications, and conditions are satisfactory and are hereby accepted- You are authorized to do the work above as specified. Payment will be made as outlined above. Signature Date lej!dS dL9:Z00I,0i,lnr Page 1 of I Sarah Showalter From: Will Raatz [WRaatz @martinmartin.com] Sent: Monday, July 19, 2010 10:28 AM To: Sarah Showalter Cc: Sue Matthews Subject: WRSD - 4243 Harlan Street Sarah, This is in response to the Community Development Referral for a Sign Permit at 4243 Harlan Street. The Wheat Ridge Sanitation District has no objections to the proposed sign as the District's sanitary sewer main line is within Harlan Street. However, the District recommends that the owner verify location of their sanitary sewer service line prior to installation. Will William A. Raatz, P.E. (CO, IN, NV, TX, WY), LEED ®AP Associate MARTIN /MARTIN, INC. 12499 West Colfax Avenue PO Box 151500 Lakewood, Colorado 80215 P: 303.431.6100 x322 D: 720.544.5422 F: 303.431.4028 M: 720.331.2332 wraatz (o)martinmartin.com htto: / /www.martinmartin.com/ 07/19/2010 Xce/ Energ ySM PUBLIC SERVICE COMPANY July 26, 2010 City of Wheat Ridge Community Development 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Attn: Sarah Showalter Re: Sign Permit for Sign in Right -of -Way at 4243 Harlan Street Right of Way & Permits 1123 West 3` Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303.571.3826 Public Service Company of Colorado (PSCo) has reviewed the plans for the Sign Permit for Sign in Right -of -Way at 4243 Harlan Street. PSCo owns and operates electric facilities within this area. Please contact the Utility Notification Center of Colorado at 1- 800 - 922 -1987 to have all utilities located prior to any excavating. Use caution when excavating within 18- inches of each side of the marked facilities. Please be aware that all risk and responsibility for this request are unilaterally that of the Requestor. The developer must contact the Builder's Call Line at 1- 800 - 628 -2121 and complete the application process for any new gas or electric service, or modification to existing facilities. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. If you have any questions about this referral response, please contact me at (303) 571- 3306. Thank you, Donna George Contract Right of Way Processor Public Service Company of Colorado ® �A ® ® City of WheatWdge COMMUNITY DEVELOPMENT 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date: July 14, 2010 Response Due: July 28, 2010 The Wheat Ridge Community Development Department has received a permit application to construct a sign in the right -of -way adjacent to 4243 Harlan Street. The City recently amended our signage regulations to allow freestanding signs in the right -of -way subject to specific criteria, including approval from utility providers to confirm that the proposed sign will not interfere with existing utilities. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: Sign Permit for Sign in Right -of -Way at 4243 Harlan Street Request: The request is to build a freestanding sign in the right -of -way in front of the commercial business at 4243 Harlan Street. Please see the attached site plan and elevation drawings for details on the exact location. The sign will be connected to electricity for lighting. The intent of this referral is to ensure that there are no conflicts between the proposed sign and existing utilities. Please respond to this request with your approval for the proposed sign location. if you have concerns about overlap with existing utilities, please provide as much information as possible, including the utility location and depth. Case Manager: Sarah Showalter Voice: 303 - 235 -2849 Fax: 303 - 235 -2857 Email: sshowalter @ci.wheatridge.co.us DISTRIBUTION: Xcel Comcast Qwest Wheat Ridge Water District Wheat Ridge Sanitation District X � (D T-17 m rn >0 x CD O CD C) m - 0 m > X u z m MO m 0 � -A M o > m !n ➢ o I I -41 2 01 : L r.T 6L� M.. u O m m ID 0 2 C) m a Z d V90L5ZVC0C x z 2! co 7: > g m Z� y. L- 30' FRONT SETBACK m > > X ca z > T: m 33 z ID O z I I A t VV A L f lul!dSOH IBWIUV ORSO�el dL 1:t7oo6o6jnr m IT x z 2! co 7: > g m Z� y. L- 30' FRONT SETBACK m > > X ca z > T: m 33 z ID O z I I A t VV A L f lul!dSOH IBWIUV ORSO�el dL 1:t7oo6o6jnr f lul!dSOH IBWIUV ORSO�el dL 1:t7oo6o6jnr P erm - 10 City of Wheat judge PUBLIC WORKS 7500 WEST 29 AVENUE WHEAT RIDGE, CO 80033 PHONE (303) 235 -2861 RIGHT OF WAY USE PERMIT Name, address, and telephone number.gf prgposed Permittee: 2. Describe location and nature of structure or other intrusion into the City of Wheat Ridge right -of -way and identify right of way; attach map other diagram: 4t:k- -6, L.,ir,.1 c;,., V,.,'.1-i- ... f —. -n- __ 1- 'il.` -. I1._.,;. 3. Briefly describe reasons for encroachment and alternatives u 4. Indemnification. The Permittee for itself and its heirs, successors and assigns, hereby releases and discharges the City, its employees, agents and assigns from any liability and from any and all claims, demands, damages, actions, causes of action, or suits of any kind or nature whatsoever related to or arising from Permittee's occupation of the public right -of- way permitted hereunder. The Permittee agrees that the City may elect to provide its own defense or to require Permittee to provide such services. The Permittee shall be liable for all costs and fees related to the defense, regardless of which party provides the services. 5. Insurance. (a) No permit shall be issued or remain in effect unless the Permittee obtains and maintains in force and on file with the Public Works Department, sufficient evidence of a general liability policy covering injury to or destruction of property and bodily injury, including death, to at least the liability limits established by Section 24 -10 -114, Colorado Revised Statutes, (currently $150,000 per person and $600,000 per occurrence) and as hereafter may be amended. (b) Required coverage may be evidenced by endorsement, with the city named as an additional insured, and providing for thirty (30) days' notice to the Director of Public Works or his designee in the event of any material change in or cancellation of the coverage. 04 of Wheat Ridge Right of Way Permit Appliption REV 4,2010 Z'd b90L9Zh£0£ le;ldsoH lewiuV episeNe- ebl7:60 0 6 £Z Inr (c) The Permittee must provide proof of the insurance coverages required by this paragraph on an annual basis and at such other times as reasonably requested by the Director of Public Works or his designee. The undersigned, by his signature, acknowledges the he /she is: An authorized representative of the Permittee; that the Permittee is familiar with and agrees to comply with all laws and regulations of the City of Wheat Ridge applicable to the permit granted herewith: that any misrepresentations or false statements appearing herein shall automatically cause this permit to be null and void in its entirety; and he /she hereby releases the City of Wheat Ridge from any liability which may arise from the issuance of the right of way encroachment permitted hereon. The Permit, if approved, may be revoked by the City Council at any time at its pleasure pursuant to Section 15.9 of the Wheat Ridge Horne Rule Charter. The Permit, if approved, may also be terminated by the Director of Public Works following ninety (90) days written notice. The Permittee herein agrees the City shall not be held liable for any costs incurred by the Permittee resulting from such revocation or termination: 7 /a3))�0'0 Permittee Date For City Use Only — Permittee not to write below this line Engineering Manager's Comments: Received required Certificate of Insurance naming City as additional insured Action by City The Permit is: approved approved, with conditions (attached) denied The term of this Right of Way Permit is: Wrs (may not exceed five years) Date of Issue: Z8 Expiration Date: ZS IS The term of this Right of Way Permit shall be in accordance with Section 21 -102 of the City of Wheat Ridge Code of Laws. En City of Wheat Ridge Right of Way Permit Application Date 9 £'a h90L9Zb£0£ REV 4/2010 IetldsoH leualuy eplse�e� e9t7 60 0 6 £Z Inr N H M 3 0 1 S E'9L - 3Nll Ai83dOHd O � o Y y Q EL J F J LL F LU l H f U S fr -C � V Q z = t o °# 5 Z ova - ............. 0 0 LU V _.. _. NOtl913S 1NOt� .0£ b90L9Zb£0£ r J W —� O z Ld ;• -�- �` w O J N w -c Z O O -� w lA wa X CL LLJ co .1 .:.' Z w Q v7w ¢ le;idsoH lewluy episa�e� e9b 60 0 6 £Z I of UJ ' Q fr w CL .; �Y ;yks UI 1E ,�r„ �� w - �. •.. Y �:• (nay t o °# 5 / O z Ld ;• -�- �` w O J N w -c Z O O -� w lA wa X CL LLJ co .1 .:.' Z w Q v7w ¢ le;idsoH lewluy episa�e� e9b 60 0 6 £Z I of G J 3 _N (D O o Q O N Q C71 �. C � N A ©D cc o� Ca z W J v. cn €1 Q 0 0 0 c .L a !. CD c (p 3 a R N CL a v - 4' -0 If - T -8 1/2" L d 1790LgZb£0£ lel!dSOH !ew!uy ap!sW eLb 60 0L £Z Inf ACORD CERTIFICATE OF LIABILITY INSURANCE Pin , c7 -19 -2010 PRODU USAA INSURANCE AGENCY INC /PHS 812846 P: (898)242 - 430 F:(877)905-(34S7 PO BOX 33015 SAN ANTONIO TX 78265 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLD - ER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE NSUWD LAKESIDE PARTNERS LLC 4967 STUART S= DENVER CO 80212 INSURER A:Sentinel Ins Co LTD NSURER B: INSURER C: INSURER. D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE 6EEN ISSUED TO THE INSURED NAh1E0 ABOVE FOR THE POLICY PE310D INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ' INSR LTR TVPE OFf1y51MANCE POLICY hY/MEER POLlCYEFFfCTNE T£ M DD YY POLICY EXPBLITN)N TE MMODNY LAIIlIS A GENERAL uAWLIrY COMM - RCIALGENER�ALLIABWT� CLAIMS MACE X OCCUR Fx ]:: G l eneral Liab ES SBA NX6528 11/02/09 11/02/10 EACH OCCURRENCE 11, 000, 000 1 FIREnAMAGElArIYLrraf : al s MEp EXP Wny one peaon; '10, 000 PERSONAL &ADV INJURY 11 000 000 CETERA' - AGGREGATE 52 000, 000 �'L AG ^u REGATE LIMIT APPLIES PEP: POLICY PROT X LOC PRODUCTS- CDMP/OP AGG 52 OOO OOO AUIDMOBAFVAB/t?V F�I I I ANY AUTO AL_ OWNED ALTOS SCHEDULED ALTOG HIRED A'JTOS NON -OWNED AUTOS i COMBINED SINGLE LIMP IEa acciEentl e BODILY IN JURY IPer Latsenl rIl 1II��JII BODILY INJURY IPer a °°dmN 6 PRCPERTY DAMAGE [Feraz Id ml 6 GARAGE LIAe /L/TY ANY AU--O AUTO ONLY - EA ACCICENT OTHER THAN EA ACC AUTO ONLY: AEG S 5 EXCESS LIABXITY OCCUR n CLAIMS MADE DEDUCTIBLE . RETENTION 5 EACH OCCURRENCE S AGGREGATE 5 5 9 1 EMPLO COMPENSATIOf /AND EMPLOYERS' [IAHXITY WC STATV- OTH- E.L EACH ACCIDEN- E.L_D ISEAS E- EA EMPLOYEE EA. DISEASE - POUCV LIMO $ $ I OTHER DESCINPT/ON OF OPERA TLONSZOCAT /ONS1VEKC1EV1FXCL UNONS ADDED BY EM)ORSEMENTiSPfGA[ PROWSKINS (Those usual to the Insured's Operations. Certificate holder is an additional linsured per the Business Liability Coverage Form SS0008 CITY OF WHEATRIDGE PUBLIC WORKS 7500 W 29TH AVE WHEAT RIDGE, CO 80033 ACORD 25 -S 17/971 b'd t90L9Zb£0£ ANCELIATION OULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE NRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE 110 DAYS FOR NON - PAYMENTI TO THE CERTIFICATE LDER NAMED TO THE LEFT, BUT FAILURE TO DO 50 SHALL IMPOSE NO LIGATION OR LIABILITY OF ANY KIND UPON THE INSJRER, ITS AGENTS OR V ACORD CORPORATION 1988 lel!dsOH IeUJ!UV EIRSa�el e9b :60 OL £Z Inf 7 City of Wheatljdge . COMM.UNITY DEVELOPMENT Memorandum TO: Ken Johnstone, Community Development Director Tim Paranto, Public Works Director FROM: Sarah Showalter DATE: July 29, 2010 SUBJECT: Proposed sign in right -of -way for Lakeside Animal Hospital (4243 Harlan St) The Lakeside Animal Hospital at 4243 Harlan Street submitted a building permit application and right -of -way use permit application, to construct a free - standing sign in the public right -of -way, subject to Section 26 -708T of the sign code. The code states that the Directors of Community Development and Public Works must jointly approve any sign in the right -of -way, assuming it meets specific criteria, outlined below. Please review the response to the criteria below, as well as the attached drawings from the applicant. The proposal was referred to all utility providers in the area and no concerns or objections were received. The applicant has also completed a right -of -way use pen application, which was approved by Steve Nguyen. Demonstration of compliance with Criteria in section 26.7 -8.F: a. there are no viable alternative locations on the subject property Because the applicant is working with the constraints of an existing site and building, there are no options for placing a freestanding on -site that is both visible from Harlan Street and that does not block traffic circulation or parking on the site. Because the right -of -way on Harlan Street at this point is unusually wide, the area that would typically be used for signage — and is used for freestanding signs by adjacent businesses on the street (please see attached exhibit) — is in the right - of -way. Moreover, since the existing building is set back from the street, there is no viable option for a wall sign that would be visible from Harlan Street. This criterion has been met. b. the sign is for a property with commercial or mixed use zoning The property is zoned Restricted - Commercial (R -C). This criterion has been met. c. the sign will be within right -of -way that is immediately adjacent to the subject property The proposed location is immediately adjacent to the site. • The pylon is clad with an aluminum architectural finish • The planter provided at the base of the sign creates the same effect as the base of a traditional monument sign • The plants that will be planted in the planter help to minimize the distance between the sign and the base of the sign so that it appears the sign could be sitting in on the base, as a monument sign would. This criterion has been met. 1. the sign must exclusively advertise or identify the business or operation located only on the immediately adjacent property for which sign is permitted. The content on the proposed sign would exclusively advertise the business located at 4243 Harlan Street. This criterion has been met. Approval: Based on the demo n4rated compliance with the criteria above, I approve the permit for the sign: S A ' Kenneth 7ohnst"AICP V Community De lopment Director - 744 4 —e Tim Paranto Public Works Director f G) v v� Q= CD CL ID 00 � Z'tl b90L5Zb£0£ ....._.. 41-011 ,1 T -8 1/2" 04, APPROVE C 3 166 � - e'�.. ✓tom t;U � ce -�. IelidSOHIeWIUV8 SO 1 d£Z L00L901nf I m N O - m rn m fZ ti f rl _ rR r F r x> it CA m .� �j m m m O cj) ? m D D 30' FRONT SETBACK a. N .. A ¢3 �f 5 Z i 0 9 Fri N 2 p = Cf) m D _ Cl) i m i D D r C m t PROPERTY LINE -75..: 6_ /SIDE WALK 6 d b90L9zvNc elidSOHewiuVORSE *l dL1b0060[inf 0 30 60 "I'*PIarcC Pioiet4on 120 Co eraaa 12 aea5o3 N �1q FEPt R aba -beO - g091a2 Ven0210 NAV099 W E', Ella P�111 : —a— GAY of Meat Rage Call `]' ] 75M w.w e ... n.aa TwaR " •a• ��/ hea� ide Ma dt Ra t29iG O 8003 Rage CO 8a0318001 g 303.234.5900 OFlE:1Y211Raa9 DISCLAIMER NOTICE I 1R PC I P '1 I 19 a9 P c og P I RI n eary r a -1 . n ry t I IN eve —, �.ba',C OIN. in C IW R ge, 1 ,ly e"aar aee asai na Sla:e or Comraao na G m'e � lea,a e — I.a laea mmnnaaon5 m.: �nm�mauo: a.e�aol 4 N 9A nIY ah p a aftamal,o, P ee snoaa Nct aha Paa 'n a la P and bea.11 by a a ahlad n: b ola free the CYY Ot vb Rag lmm ea, a nxno ¢69uenee of nie«Rance as a" a' ProaineE nerenn. Business Signs Along Harlan Street CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 093392 Issued: 06/07/10 Stipulations: Remodel of Veterinary Clinic This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4243 HARLAN ST Parcel Number: 39- 243 -00 -002 Owner: Lakewood Partnership LLC 4967 Stuart St. Denver, CO 80212 Contractor: Waldo Lodder E.N.D. Construction 3115 Lawrence St. Denver, CO 80205 For the Following Purpose: Commercial Addition Co Editions 2003 ICC /2005 NEC _ 2003 ICC /2002 NEC 1997 UBC /2002 NEC Sprinkler System NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge., Zoning` Administrator r TI_YCATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 06116110 09:34:18 City of Wheat Ridge Page 1 bp701 -15 PERMIT INFORMATION - 093392 mmackey PERMIT INFORMATION: Permit #: 093392 Permit Type: Commercial Addition Permit Dt: 10/15/2009 Expires: 10/15/2010 Address: 4243 HARLAN ST Parcel Cd: 39- 243 -00 -002 OWNER: Address: 4967 Stuart St. City /St /Zip: Denver, CO 80212 LAND PARCEL INFORMATION: Zone Cd: Restricted Commercia DU: 1 Funct Use: Commercial Last Zone Dt: Subdivision: Unassigned Annex Dt: Cant Type: Miscellaneous Lot:. Block No: 0 Legal: JOB DESCRIPTION: Remodel of existing building into veterinary clinic SetBacks- Front: 30.0 Left: 10.0 Right: 5.0 Back: 10.0 FEES QTY DUE PAID: Permit Fee 330,000.00 2,966.35 2,966.35 Plan Review Fee .00 1,928.13 1,928.13 Total Valuation 330,000.00 .00 .00 Use Tax 330,000.00 5,940.00 5,940.00 ---------- --- - - - - -- 10,834.48 10,834.48 CONTACTS: owner Lakewood Partnership LLC 4967 Stuart St. Denver, CO 80212 3034587628 go CIS E.N.O. Construction Waldo Loader 3115 Lawrence St. Denver, CO 80205 3032951799 sub CIA ARCO ELECTRIC, INC Kenneth E. Appelhans 12335 W. 53rd Ave. #102 ARVADA, CO 80002 3034566746 sub CL9 A & A Mechanical, Inc. Frank Doherty 9777 N. US Hwy 85 NWDC Littleton, CO 80125 3037570156 PARCEL INFORMATION: 10 Structure Type 605 20 Year Built 1958 30 Property Type COMMR PERMIT CONDITIONS: AT:Sign must be relocated from the right -of -way. Plans for the new location must be re- submitted. KC: Approved per plans, notes, and red line notes on plans. Must comply with 2003 IBC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. DPB: Sign will need to be relocated on site (not proposed in the ROW) and roof drains must be directed as indicated on sheet A1.1, Site plan. APPROVALS: Req Apprv'1 Date Approver - -- - - - - -- ----------------------------- Planning 09/28/09 AT REQUIRED INSPECTIONS STATUS: Note ------------------------------------------------------------ Approved as per varaince No. WA- 09 -07. See redline comments. PERMIT NOTES: 10/15/09 CREATED FROM APPL# 09 -0305 09/28/09 Sign must be relocated outside the public Right -of -way. Rooftop mechanical equipment should be screened from adjacent residential and right -of -way 06/16/10 09:34:18 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 093392 mmackey 09/18/09 The proposed sign will need to be relocated outside of the public ROW. Roof drains need to be directed parallel to building as shown on the redlined Site Plan Sheet A1,1. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS BT STATUS 1 PUG:Plumbing Underground 09 -0321 01/14/10 no CCI 01/15/10 01/15/10 COMPLETE 2 SHE:Sheathing /Sheer Insp 09 -0321 02/22/10 no KC 02/23/10 02/23/10 COMPLETE 3 mid:Midroof Insp. 09 -0321 03/01/10 no CCI 03/02/10 03/02/10 COMPLETE 4 MLS:Mesh /stucco /lath 09 -0321 03/04/10 no cci 03/05/10 03/05/10 COMPLETE 5 pri:Plumbing Rough Insp. 02 -2478 03/22/10 no kc 03/23/10 03/23/10 COMPLETE 6 gas:Gasline Inspection 02 -2478 03/22/10 no be 03/23/10 03/23/10 COMPLETE 7 emr: Else Service - ENE 02 -0746 03/29/10 no rp 03/31/10 03/31/10 COMPLETE 8 eri:Elactric.1 Rough Ins 02 -0746 03/29/10 no rp 03/31/10 03/31/10 COMPLETE 9 mri:Mechanical Rough Ins 02 -2478 04/07/10 no be 04/08/10 04/08/10 COMPLETE 10 fri:Framing Rough Insp. 09 -0321 04/08/10 no be 04/09/10 04/09/10 INCOMPLETE 11 fri:Framing Rough Insp. 09 -0321 04/09/10 no KC 04/12/10 09/12/10 INCOMPLETE 12 ins:Insulation 09 -0321 04/13/10 no be 04/14/10 04/14/10 COMPLETE 13 Ins Insulation 09 -0321 04/13/10 no rP 04/13/10 04/13/10 PARTIAL 14 fri:Framing Rough Insp. 09 -0321 04/14/10 no be 04/15/10 04/15/10 COMPLETE 15 dws:Drywall screw /nail 09 -0321 04/16/10 no rp 04/19/10 04/19/10 COMPLETE 16 MFI:Mechanical Final 02 -2478 05/25/10 no RP 05/26/10 05/26/10 INCOMPLETE 17 ROF:ROOf Inspection 09 -0321 05/25/10 no RP 05/26/10 05/26/10 INCOMPLETE 16 PFI:Plumbing Final Insp 09 -0321 05/27/10 no RP 05/27/10 05/27/10 COMPLETE 19 efi:Electrical Final Ins 02 -0746 06101110 no rp 06/02/10 06/02/10 COMPLETE 20 MFI:Mechanical Final 02 -2478 06101110 no RP 06/02/10 06/02/10 COMPLETE 21 ROF:ROOf Inspection 06/07/10 no rp 06/07/10 06/07/10 COMPLETE 22 BFI:BUilding Final Insp 06/07/10 no rP 06/07/10 06/07/10 COMPLETE 0 W 05 z w w m LIJ a g 7 O m a J z z c 0 J LL O O Z N O z Z , d .Q 0 0 - � C `` c 0 2 0 Q 0 LL c O c 2 � C 'a a � Q J � W to m (D U E' d z 0 C)is' L ;E c �. U (7 0 Z a z { z F- w C M Q_ CO O C . LU M a " Q a °- a> Cl ° Q- a 4� r 0 u LO d a > (U CO_ z Q w �. C9 0 O O 1 cc d w N U .CO ;� cr 0 O) N M c D G F O � C O O O :+ O 0 0 LO w z W 1p 0 Z ® U L 0 Z c W O LL d o MA ca = N S Z 0 W 05 z w w m LIJ a g 7 O m a J z z c 0 J LL O O Z N O z Z , d .Q 0 0 - � C `` c 0 2 0 0 W 05 z w w m LIJ a g 7 O m a J z z c 0 J LL O O Z N O , w x 2 0 0 LL c O c 2 � C 'a a � Q J � W to m (D ( C E' d z 0 C)is' L ;E c �. (7 0 Z a z { z w Q_ CO LU a Q a °- r 0 a z Q C9 0 wd IL QQQ c D G F 0 0 w z 1p 0 Z ® U L -J c W O LL d o MA ca Z LL U. 0 W 05 z w w m LIJ a g 7 O m a J z z c 0 J LL O O Z x M 0 LL c O c 2 � C 'a a � Q J � W to m (D ( C E' d z 0 C)is' L ;E c �. 0 W 05 z w w m LIJ a g 7 O m a J z z c 0 J LL O O Z a�l . O m � �s x M S E C 'a a � •C L L� y L a�l . O m � �s r L pp - -7 -Sii 4' CITY OF WHEAT RIDGE 1�9r Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0 No one available for inspection: Time AM/PM Re-inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: inspector: 'k DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE � ; f-i- Building Inspection Division (303) 234 -5933 Inspection line _(303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: f� Job Address: 6l / , 4,� 4,, 4` 1 Permit Number: El No one available for inspection: Time AM /PM- g Re- Inspection required: Yes. No When corrections have been made, call for re- inspection at 303 - 2345933 Date: _1/ G / /1 Inspector. DO NOT REMOVE THIS NOTICE B. R McCracken Co., Inc. 8910 Ralston Road Arvada, CO 80002 (303) 421 -8103 Fax: 303-421-8769 Email: brmccrackenco kmsn.com June 4, 2010 Mr. Jesus Garcia RE: 4243 Harlan Street project Dear Mr. Garcia, I inspected the Roofing Products International's (RPI) fully adhered EPDM installation today at the above referenced address. I had looked at this roof a week ago and mentioned that I needed some issues addressed such as the seam cover tape, uncured on flashing corners and finish flashings on the pipe penetrations. After these issues have been addressed, the complete installation appears to be installed according to the current RPI guide specifications for a fully adhered 60 mil EPDM rubber roofing membrane application. Thank you for using the RPI membrane and if any questions, please contact me at your convenience. Sincerely, C. D. Govan II B. R. McCracken Co., Inc. Area representatives for the RPI Membranes in Colorado C- Al C)� �- AAy i��� �� `fie q vA 8�133°� 2 W0. �� ♦ i CITY OF WHEAT RIDGE f Building Inspection Division / (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: f Job Address: Permit Number: 'r ❑ No one available for inspection: Time C7 AM/P- Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 -234 -5933 Date: S /r L X K) Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE -j Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0�3 I ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No * When corrections have been made, call for re inspection at 303 Date: Inspector: DO NOT REMOVE THIS NOTICE s CITY OF WHEAT RIDGE ' Building Inspection Division j ( (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: % r; Job Address: 41 ; Permit Number: ; ' D No one available for inspectiorx -Time /r''. ` ;�-' AM /PM Re- Inspection required: Yes /No ) When corrections have been made, call for re- inspection at 303-234-5933 j, Date: -/ l- 3 Inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE f Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 15 eU ?3_;r Job Address: y,2Y3 �L4i. S7 Permit Number: F�93392 ,t k 42 Err,1, ,1i .elf c tss�ls i ❑ No one available for inspection: Time :Soh AMlqD Re- Inspection required: No When corrections have been made, call for re inspection at 303 - 234 - 5933 Date Inspector: DO NOT REMOVE THIS NOTICE e e CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 7 Permit Number: 09'3392 ❑ No one available for inspection: Time — Z L,' "-S M Re- Inspection required: (2es� No When corrections have been made, call for re-inspection at 303 - 234 , 5933 Date: a 11.1.11 Inspector w,- DO NOT REMOVE THIS NOTICE ♦ A i CITY OF WHEAT RIDGE ]�;% Building Inspection Division (303) 234 -5933 Inspection line 03) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 4 Permit Number: /, - fir ❑ No one available for inspection: Time AM /PM F Re- Inspection required: Yes No *When corrections have been made, call for re inspection at 303 Date: ' rn Inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: _Va 5r Permit Number: eg9°3 3 5; ❑ No one available for inspection: Time ' a_L.0�r caYPM Re- inspection required: e*No ' Al, - b Ay * When corrections have been made, call for re inspection at 303 234 - 5933 f Date: —4� erg Inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax j INSPECTION NOTICE Inspection Type: — PRX - Kk.< Job Address: V2Y,5 <7 Permit Number: _ 093392 ❑ No one available for inspection: Time 3.` ?5 AMIPM-) Re- Inspection required: Yes (. When corrections have been made, Gaff for re inspection of 303 234 - 5933 Date: _ � /ro inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection fine (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1 1,2Y3 114R1,4A1 57 Permit Number: 07397:2 f ❑ No one available for inspection: Time ( : Re- Inspection required: Yes , When corrections have been made, Gaff four / re- inspection at 303 - 234.5933 Date: V2L 11 9 Inspector DO NOT REMOVE THIS NOTICE N . ♦ i CITY OF WHEAT RIDGE � , Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 10R.Z - - Job Address: _ _YPY3 1,14A A sr Permit Number: (99'3,7 92 I E l> r: s ❑ No one available for inspection: Time M Re- Inspection required: Yes No When corrections have been made, call for re-inspection at 303 -234 -5933 Date: `l el< 1 23 Inspector: d r DO NOT REMOVE THIS NOTICE s CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Far INSPECTION NOTICE Inspection Type: Job Address: W4~i IjMv_la\ Permit Number: < Vii? 2G~ .r ❑ No one available for inspection: Time ,37 &OM Re-inspection required: Yes When corrections have been made, calf for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE INSPECTION NOTICE Inspection Type: &r Job Address: tl) Y3 1.1,4 LA s Permit Number: tJ~SYS r'~i.Y~ .r ,~s rsr /ra3~aZ~/Erg 1i9i rG .f'~E/ ~~y Y' ❑ No one available for inspection: Time %S A4) M Re-Inspection required: Yes _,No "When corrections have been made, call for re-inspection at 303-234-5933 Date: ale /ac, Inspector: Zi DO NOT REMOVE THIS NOTICE ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: plvv,, a c~ mil Job Address: L4&4 d Permit Number: No one available for inspection: Time 1 S A PM Re-Inspection required: Yes *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS kOTICE e l 1 CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax IrPECTION NOTICE Inspection Typet 11 - I Job Address: LIB 4 ~i17` ~l~ S Permit Number: Chi Z ❑ No one available for inspection: Time u U *M Re-Inspection required: Yes "When corrections have been made, call for re inspection at 303-234-5933 A Date: } Inspector: 7 n . DO NOT REMOVE THIS OT/CE e ® A s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 inspection tine (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _rN.4~✓i v Job Address: V.~ 5(5 114,Q14-1,1 s'?- Permit Number: C933 9'_:~ 422L,45__42 I' L _ r: r r - i - ❑ No one available for inspection: Time sL9 : 1b &WOM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: ;FZ/z) Inspector: DO NOT REMO E THIS NOTICE City of . WheatP, dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 October 2, 2009 Lakeside Animal Hospital Attention Kerry Foreman 4243 Harlan St. Wheat Ridge, CO 80033 Dear Ms. Foreman: Re: Business License for Lakeside Animal Hospital This is to inform you that your business license application for a veterinary clinic at 4243 Harlan Street has been APPROVED with the following condition: 1. A Certificate of Occupancy is required from the City of Wheat Ridge Building Division before occupying the space. Please call me at 303-235-2846 if you have any questions. Sincerely, Q Kathy Field Administrative Assistant cc: Kerry Foreman 4967 Stuart St. Denver, CO 80212 Burldrng DrVisron (addressile) Sales Tax Division 4243HarlanSt.doc www.ci.wheatridge.co. us ♦ A t CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f Kjc Job Address: Permit Number: 0 C', 46 ❑ No one available for inspection: Time /,l) AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-Inspection at 303-234-5933 Date: inspector: Y%4 Xi~ DO NOT REMOVE THIS NOTICE City of Wheat Ridge r4000or Commercial Addition PERMIT - 093392 PERMIT NO: 093392 ISSUED:: 1.0/15/2009 JOB... ADDRESS: 4243 HARLAN ST ' 'EXPIRES:: 04/13/2010 DESCRIPTION:. Remodel: of existing building into veterinary.., clinic'.. '***CONTACTS owner 303/458-7628 Lakewood Partnership LLC gc 303/295-1799 Waldo Lodder 09-0321 E.N.D. Construction sub 303./456 6746 Kenneth E. 'Appelhans 02-0746 APCO. ELECTRIC, INC sub 303./757-0156 Frank Doherty 02-2478 A &.A Mechanical, -Inc. **`PARCEL :INFO ZONE CODE: R-C ;USE: C-1 SUBDIVISION:. UA - BLOCK/LOT#: 0/, FEE SUMMARY ESTIMATED PROJECT VALUATION: 330,000.00 FEES t Permit Fee 2, 956.35 Plan Review Fee 1,928.1 '.4 Total Valuation .00 Use Tax 5,940.00 TOTAL 10,834.48 I ` Conditions: G AT:Sign must be relocated from the right-of-way. Plans for the new location must be re submitted: KC::Approved ,per plans, notes, and red line notes on plans. Must comply with 2003 IBC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections'.. - DFB: 'Sign will need to be relocated on site (not proposed in the ROW) and.: roof r drains must be directed as indicated on sheet A1.1, Site plan. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate. applicable fr ordinances, rules or regulations of the City of Wheat Ridgeor covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that `I have read and agree to abide by all conditions.. printed on this 11 application and that I assume full responsibility for compliance with the Wheat Ridge Building Code:(I.B.C) and all other ap Is Wheat id Ordman es, for work under this permit. Plans subject to field inspection. Signature of contractor/owner dot 1. This permit was issued in accordance h h the-,provisidis<set o ® m your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable F ordinances of the City..' 2. This permit shall expire 180 days from the issue date. Requests for an extension must be.. received prior to expiration date. An extension may be granted at the discretion of the Building Official( 3. If this permit expires, .'a new permit may be acquired for -a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall - be paid for arnew permit.. 4. No work of any manner shall be done, that will change the natural flow of water causing adrainage .problem. w' 5. Contractor shall notify. the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive. written approval on inspection cards before proceeding with successive phases of the job. 6. The issuance of a permit or,the approval of drawings and specifications shallnot be construed to be a permit for, nor an approval any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. E, A11 ew is subject to field: inspections. d ~y Signat e of hief.Building Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING' OFFICE:. (303)235-2855 _ 3 WHEq v m oo<e~aoo City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Property Address) Property Owner (plez Mailing Address: (if different than property address) Address: Date: VP/ 0" Plan A 5r Permit City, State, zip: ~ uPV- (QO `d C)Z17 Contractor: Contractor License Phone: 0-~ !F)?) 5 .-9 z-S f Sub Contractors` Electrical City License Plumbing City License ,I \ Mechanical City License Company: Exp. Date: P~CO Exp. Date~1v2 S`~Yvt~ C1uv~bi~~ ExCompany: p. Date: o . Use of space (description): 'Je\t'tr v u~fa ( ' I [!o nstruction ValDescription of Work: s calculated per the _ a ua n a a sheet) Q,evv\v~,el J e-•<A-n) j4vA~.Vv kAA Plan Review (due at b'me of submittal):$ b'ee ~y~~~ X053 . /3. Sq. Ft./L.Ft added: M~ Squares BTU's J~ Gallons S& Amps LiDD OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE::. (OWNER) (CONTRACTOR) or PERSONAL REPRESENT pGE OR) PRINT NAME: .p✓ SIGNATURE: Date: f ' 11 - i~ Bldg Building Permit Application ~oF""E?Tp City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 - o Inspection Line: 303-234-5933 O<ORP~ Property Address Property Owner (plee r Date: % j Plank Permit M Mailing Address: (if different than property address) Address: 1 ( , SLfemJr St , . City, state, zip: -Dev"lizv- L ~3oz~ z 4 Contractor: f (7v\,Av' C k i C `'1 Contractor License M Phone: ~f t 7 j`3 - 9 Z- - Sub Contractors: Electrical City License Plumbing City License Mechanical City License \ Company: gD((7 L~fC~f~c (0 Company l,,, S~z- t~ Kb.• c Company: Exp. Date: Exp. Date: Exp. Date: Approval: ! Approval: Approval: Use of space (description): 'Je ' il:+oC 641'( Construction Value: $ 3Z4i r70 Description of `Work:- (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ l-~ - 13 j, Sq. Ft./L.Ft added: 4 { Squares _ BTU's L I ' 4 7 t Gallons Amps OWNER/CONTRAC -OR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C/RLCE ONE:: (OWNER) ry(CONTRACTOR) or PERSONAL REPRESENT ATiyE OR) Cie PRINT NAME: WEAn 1--c'r ' W SIGNATURE: Date: - 1l - Building Permit Application I, i o w e, City of Wheat~idge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 4/19/O4 ADDRESS: N2Z/3 a4VP-Z J 5r:~T Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, j A/a-vrs'1-~ ~Lo~sr~A~• David F. Brossman, P.L.S. Development Review Engineer CC: File www.ei.wheatridge.co.us Rev 2108 City of Wheat Ridge Building Division m 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 c - - o Inspection Line: 303-234-5933 ODOR AO Building Permit Application PropeityAddress' H 7 yj ~ ~1rA,16v~ ~L~,oV I €il. / Date: /0 l T '30 Plan Permit ~G~il l Property Owner, (please print): V,, nrtA " r l( Phone: f :,3C;) ~ Mailing Address: (if different than property address) Address: 1„}gl6-7 SLav-A S City, State, Zip: Devtiue j- LQ 902-iZ ~ i Contractor: \S v- k.;c : i 1, V'\ Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: 41 ~ i Company,[,>\E C~c (0 ~G i ~ S~ vt:i Company: Clvvti`b tc\ tS J 1 L~L~ .ntC~ Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): VA 1-:V\,CA,r.i ( btif Construction Value: $ 3~ C200 Description of work: (as calculated per the Building Valuation Data sheet) VX , Plan Review (due at time of submittal): $ j /<3 , . 77 77 - Sq. Ft./L.Ft added: Squares BTU's t-- Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. - C/RLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENT~ATIOR) PRINT NAME: 1t~lc-,\(;1 L-tYf SIGNATURE: r-'r-"`~'- L`•'°7 Date: Bldg Valuation: $ `e Le City of COMMERCIAL/MULTI-FAMILY UBWheKS 1<09e BUILDING PERMIT APPLICA TION RE VIEW Date: lb-8/0-c? Location: gZY3 kL1he4+.J 5"-. ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a ANi44 b~oSl~~Tff L ~t'Eh eBDEZ~ to be located at the above referenced address. Please note the summary comments below. 1. Property Boundary Closure: ✓ OK Not OK; refer to stipulations. 2. L Drainage: a. Final Drainage Report and Plan required b. Drainage Plan & Certification Letter required c. Lot drainage/grading is to be reviewed by the Building Division d. Site drainage/grading has been reviewed and are: OK Not OK; refer to stipulations 3. NPDES Permit Required: - Yes No 4. / Public Improvements to be completed: a. street paving/patching: Yes No b. curb & gutter/drivecut: _ Yes ✓No c. sidewalk: Yes L,- No d. standard street lights: _ Yes i No e. pedestrian lights: _ Yes vNo f. storm sewer: _ Yes No 9. Letter of Credit required: Yes ✓No If a Letter of Credit is required, for what improvements? A-/ .4 Amount of the letter of credit: $ 5. ✓ SIA/PIA required: _ Yes _1.~-No 6. / Traffic impact analysis required & approved: Yes . No 7. ✓ Street Access Permit required: Yes ✓ No If yes, was it approved by the Director of Public Works? Yes _ No 8. ✓ Does all existing roadway/alley R.O.W. meet the ,standards of the City: ✓Yes No If not, what is requested: A-4t Has the dedication been received? Yes No 9. r% APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. OLD /S.. 9~s/o 9 Signature David F. Brossman, P.L.S. Date' ate 10. N14 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated or attached reason(s). Signature David F. Brossman, P.L.S. Date IL ✓ Stipulations: S.G.v M057" BE R.FL.oC/t72Eb out/D~ OF P6oA4,4a Recd 12. A44 NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter accompanied by As-Built plans shall be required prior to the issuance of the Certificate of Occupancy. -11 Engineer's Job No.: 7056 Date: September 9, 2009 engfneprf.ngnlns. 4704 HARLAN STREET., #330 DENVER, CO 80212 (303) 423-8982 Fax: (303) 423-0067 ti~~~ WHEAT'piO °ocoeao0 Wheat Ridge Building Department roved !~zl BUI IN FFICIAI " DATE ' Validity of permit: The issuance of a permit or approval of plans, specifications S and computations shall not be a permit for, or an approval of, any violatlonto `any of the provisions of the building code or of any City ordinances. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date./.4~1/ 9 t-.-Plan Checker 40 At ~i a' J%%kMqk)Lff 4704 Harlan Street, Suite 330 Denver, CO 80212 303-423-8982 Fax: 303-423-0067 Job No. -70S(o Sheet No. I of Client L~4K-~stq~ PAwrLj -r5 Job Address 424.3 "gd-AtJ 4, Description q Scale~(p, F- Date q S 0 Designer lAPt:. `CJI~Il~ 506A1 L; l , ~ 6~-5 ~tL1,1-7L1,11 ~ - 1 SpL ~ 6R-fL S1=1, I IcAt Q, (PL_ li9 11 ~ J t~~x = Rzx = ssp ~b~, R,y labs its. P'V i~.._ ~I1N a74b-CL~4`Y J r Kix _ , VA'U % 4~0 Ukp 2 ~ . R Y/~ = sSV (z) = Z61 t65, y u~w = 7s tbg/uaac. uAtL,g Mal - 3,s6 7 v6r, ,r tMA -4ACk.. ~s ?LAM --7 Tevzvy .Y ~l?~~ ou A • 3S t l / V 4~~ a Jam ((7 4~ Jul 0 i K r~vSb P C.`~ k3ocrD ~ILiBdwU~U•`~ Vt~l=tb4b ',~~u.5=~?=3Sf'71~'UGV1ar ` engineer 4704 Harlan Street, Suite 330 Denver, CO 80212 303-423-8982 Fax: 303-423-0067 Job No. -7056 Sheet No. 2 of Client L&-w6to& ?A1¢Ta4E5 Job Address 4zg,5 a"aA Description AOptTtOkj Scale Wo4& Date R o Designer ISpT-j 3 0 0 0 0 o 5 0 m ~ ~o G c c m m v~ cr' ~16mm m n 3 LL ~~a 0 N 0 N CV O O N I- ~ IL m O d E.- nn o ] n n d a m m 2 q coi N O q ~ o ~ r ~S] O O V M m o o = aci~ K ~ ~ IL id o U J J N m m W t" N m m c o a m 0 N L Y V N P W Co J V L U E d m . U CO CO p 3 C O ~w0 a Title : Lakeside Partners, LLC Job,' 7056 Dsgnr. Project Desc.: Renovation Project Notes : ' - Printed: BSEP 2009. 427PM Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Calculations per IBC 2006, CBC 2007, 13th A1SC Fy : Steel Yield E: Modulus : 46.0 ksi 29,000.0 ksi DO.06 50.12 DO.06 50.12 DO.06 SO.12 DO.06 SO.12 HSS6X6X1/4, Span = 5.125 ft SSISX13X1/4, Span = 4.125 SS6X6X1/4, Span = 4.125 SS6X6X1/4,. Span. = 4.125 wrtRA Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.060, S = 0.120 k/ft, Tributary Width =1.0 ft Load for Span Number 2 Uniform Load : D = 0.060, S = 0.120 k/ft, Tributary Width =1.0 ft Load for Span Number 3 Uniform Load : D 0.060, S = 0.120 k/ft, Tributary Width =1.0 ft Load for Span Number 4 ,c.Uniform LLoad : D = 0.060, S = 0.120 k/ft, Tributary Width =1.0 ft Maximum Bending Stress Ratio = 0.020:1 Maximum Shear Stress Ratio= 0.015: 1 Section used for this span HSS6X6X1/4 Section used for this span HSS6X6X1/4 Mu: Applied 0.505k-ft Vu : Applied 0.6085. k Mn / Omega : Allowable 25.709 k-ft Vn/Omega : Allowable 40.826 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 5.125ft Location of maximum on span 5.125 $ Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.001 in Max Upward L+Lr+S Deflection 0.000 in Live Load Deflection Ratio 48550 Max Downward Total Deflection 0.002 in Max Upward Total Deflection -0.000 in - Total Deflection Ratio 29278 Load Combination Segment Length Span# Max Stress Ratios MV Mmax+ Mmax- Summary of Moment Values Me-Max Mnx Omega`Mnx Cb. Rm Summary of Shear Values Va Max Vnx Omega'Vnx Overall MAXi mum Envelope - Dsgn. L = 5.13 It 1 0.020 0.015 0.43 -0.51 0.51 42.93 25.71 -1.00 1.00 0.61 68.18 40.83 Osgn. L = 4.13 It 2 0.020 0.012 0.08 -0.51 0.51 42.93 25.71 1.00 1.00 0.48 68.18 40.83 Dsgn. L = 4.13 tt 3 -0.020 0.012 0.14 -0.37 0.51 42.93 25.71 1.00 1.00 0.50 68.18 40.83 Dsgn. L = 4.13 ft 4 0.020 0.012 0.26 -0.37 0.51 42.93 25.71 1.00 1.00 0.50 68.18 40.83 +D Dsgn. L = 5.13 it 1 0.008 0.006 0.17 -0.20 0.20 42.93 25.71 1.00 1.00 0.24 68.18 40.83 Dsgn. L = 4.13 It 2 0.008 0.005 0.03 -0.20 0.20 42.93 25.71 1.00 1.00 0.19 68.18 40.83 Dsgn. L = 4.13 It 3 0.008 0.005 0.06 -0.15 0.20 42.93 25.71 1.00 1.00 0.20 68.18 40.83 Dsgn. L = 4.13 ft 4 0.008 0.005 0.10 -0.15 0.20 42.93 25.71 1.00 1.00 0.20 68.18 40.83 +D+L+H Dsgn. L= 5.131t 1 0.008 0.006 0.17 -0.20 0.20 42.93 25.71 1.00 1.00 0.24 68.18 40.83 Dsgn. L = 4.13 it 2 0.008 0.005 0.03 -0.20 0.20 42.93 25.71 1.00 1.00 0.19 68.18 40.83 Dsgn. L = 4.13 ft 3 0.008 0.005 0.06 -0.15 0.20 42.93 25.71 1.00 1.00 0.20 68.18 40.83 Dsgn. L = 4.13 ft 4 0.008 0.005 010 -0.15 0.20 42.93 25.71 1.00 1.00 0.20 68.18 40.83 +D+Lr+H Deign. L = 5.13 ft 1 0.008 0.006 0.17 -0.20 0.20 42.93 25.71 1.00 1.00 0.24 68.18 40.83 Dsgn. L = 4.13 It 2 0.008 0.005 0.03 -0.20 0.20 42.93 25.71 1.00 1.00 0.19 68.18 40.83 Dsgn. L = 4.13 ft 3 0.008 0.005 0.06 -0.15 0.20 42.93 25.71 1.00 1.00 0.20 68.18 5 40.83 Title: Lakeside Partners, LLC Job# 7056 Dsgnr: Project pesc.: Renovation Y Project Notes ,*F IF .t Y altf ~~4.'e PSmetl: 8 SEP 2009. 4:22PM Description : Beam B5 Material Properties -Calculations per IBC 2006,CBC 2007, 2005 Nos Analysis Method : Allowable Stress Design Fb -Tension 2,400.0 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 2,400.0 psi Ebend-xx 1,800.Oksi Fc - PrIl 2,500.0 psi Eminbend - xx 1,800.Oksi Wood Species : il-evel Truss Joist Fc- Perp 425.0 psi Wood Grade : Parallam PSL 1.8E Fv 190.0 psi Ft 1,755.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 3.50 X 11.875, Span = 4.380 ft Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D=0.1780, L =1.243 k/ft, Tributary Width= I.Oft Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio = 0.208 1 Maximum Shear Stress Ratio = 0.327 :1 3.50 X 11.875 Section used for this span 3.50 X 11.875 = 500.36psi fv : Actual 62.18 psi = 2,400.00psi Fv : Allowable = 190.00 psi +D+L+H Load Combination +D+L+H = 2.190ft Location of maximum on span = 0.000 ft = Span # 1 Span # where maximum occurs = Span # 1 0.012 in 0.000 in 4453 = 0.014 in 0.000 in = 3870 Load Combination Segment Length Span# Max Stress Ratios M V Cd Summary Mactual of Moment Values fb-design Fballow Summary of Shear Values Vactual fv-design Fvallow +D Length = 4.358 It 1 0.027 0.043 1.000 0.45 65.52 2,400.00 0.23 8.14 190.00 Length = 0.02190 ft 1 0.027 0.043 1.000 0.45 65.52 2,400.00 0.23 8.14 190.00 +D+L+H Length = 4.358 ft 1 0.208 0.327 1.000 3.43 500.36 2,400.00 1.72 62.18 190.00 Length = 0.02190 ft 1 0.208 0.327 1.000 3.43 500.36 2,400.00 1.72 62.18 190.00 +D+Lr+H Length = 4.358 It 1 0.027 0.043 1.000 0.45 65.52 2,400.00 0.23 8.14 190.00 Length = 0.02190 It 1 0.027 0.043 1.000 0.45 65.52 2,400.00 0.23 8.14 190.00 +D+0.750Lr+0.750L+H Length = 4.358 ft 1 0.163 0.256 1.000 2.68 391.65 2,400.00 1.35 48.67 190.00 Length = 0.02190 It 1 0.163 0.256 1.000 2.68 391.65 2,400.00 1.35 48.67 190.00 Title: LakesidePadners;LLC Job#7056 Dsgnr. Project Desc.: Renovation "fir y~ Project Notes: tP , *1 7~F 7R' i 'oanW nccomna AM. Description : Beam B6 - Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 2,600.0 psi Ebend-xx 1,900.Oksi Fc - Prll 2,510.0 psi Eminbend - xx 1,900.Oksi Wood Species : il-evel Truss Joist Fc- Perp 750.0 psi Wood Grade : Microl-am LVL 1.9 E Fv 285.0 psi Ft 1,555.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 3.5x11.875, Span = 5.0 It 3.5x11.875, Span = 2.50 ft I'KIi 8fiad a3f' RA+'%Ri ~v MMM Service loads entered. Load Factors will be aoDlied for calmlations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.010, L = 0.070 kilt, Tributary Width =1.0 ft Load for Span Number 2 Uniform Load : D = 0.010, L = 0.070 ktft, Tributary Width =1.0 ft Point Load : D = 0.3920, L = 2.740 k (a) 2.50 ft aximum Bending Stress Ratio = 0.455:1 Maximum Shear Stress Ratio = 0.414 : 1 Section used for this span 3.5x11.875 Section used for this span 3.5x11.875 fb : Actual = 1,182.95psf fv : Actual = 117.93 psi FS : Allowable = 2,600.00psi Fv : Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+FI Location of maximum on span = 5.000ft Location of maximum on span = 5.000 it Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection = 0.080 in Max Upward L+Lr+S Deflection = -0.020 in Live Load Deflection Ratio = 748 Max Downward Total Deflection = 0.092 in Max Upward Total Deflection = -0.023 in Total Deflection Ratio = 652 Load Combination Segment Length Span # Max Stress Ratios M V C d Summary of Moment Values Mactual fb-design Fballow Summary of Shear Values Vactual fv-design Fv-allow +D Length = 5.0 it 1 0.058 0.053 1.000 -1.04 151.76 2,600.00 0.42 15.21 285.00 Length = 2.50 ft 2 0.058 0.053 1.000 -1.04 151.76 2,600.00 0.42 15.21 285.00 +O+L+H Length =5.0ft 1 0.455 0.414 1.000 -8.11 1,182.95 2,600.00 3.27 117.93 285.00 Length =2.50 It 2 0.455 0.414 1.000 -8.11 1,182.95 2,600.00 3.27 117.93 285.00 +D+Lr+H Length = 5.0 It 1 0.058 0.053 1.000 -1.04 151.76 2,600.00 0.42 15.21 285.00 Length = 2.50 It 2 0.058 0.053 1.000 -1.04 151.76 2,600.00 0.42 15.21 285.00 +D+0.750Lr+0.750L+H Length = 5.0 it 1 0.356 0.324 1.000 -6.34 925.15 2,600.00 2.56 92.25 285.00 7 Title: Lakeside Partners,LLC Job#705 Dsgnr. Project Desc.: Renovation Project Notes Description : Beam B8 Material Properties Calculations per IBC 2006, CBC 2007, 2005NDS Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus ofElasticlty Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 2,600.0 psi Ebend- xx - 1,900.Oksi Fc - Pdl 2,510.0 psi Eminbend - xx 1,900.Oksi Wood Species : il-evel Truss Joist Fc - Perp 750.0 psi Wood Grade : Microl-am LVL 1.9 E Fv 285.0 psi Ft 1,555.0psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.01330, L = 0.09310 k/ft, Tributary Width =1.0 It Point Load : D = 0.040, L = 0.280 k c@ 6.750 ft Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio = 0.218 1 Maximum Shear Stress Ratio = 0.114 : 1 3.5x11.875 Section used for this span 3.5x11.875 = 545.13psi tv:Actual 32.35 psi = 2,600.00psi Fv : Allowable = 285.00 psi +D+L+H Load Combination +D+L+H = 8.050ft Location of maximum on span = 13.020 it = Span # 1 Span # where maximum occurs = Span # 1 0.115 in 0.000 in 1462 = 0.140 in = 0.000 in = 1199 Load Combination Max Stress Ratios Segment Length Span # M V C Length = 14.0 ft 1 0.037 0.020 1.000 +D+L+H Length = 14.0 It 1 0.210 0.114 1.000 +D+Lr+H Length =14.0 ft 1 0.037 0.020 1.000 +D+0.750Lr+0.750L+H Length =14.0 ft 1 0.167 0.090 1.000 0.66 96.80 2,600.00 3.74 545.13 2,600.00 0.66 96.80 2,600.00 2.97 432.98 2,600.00 0.16 5.81 285.00 0.90 32.35 285.00 0.16 5.81 285.00 0.71 25.72 285.00 Load Combination Span Max. Defl Location in Span Load Combination Max. W Defl Location in Span D+L+Lr 1 0.1400 7.140 0.0000 0.000 a Title : Lakeside Partners, LLC Job # 7056 Dsgnr: Project Desc. : Renovation Project Notes : Nr d: 8 SEP 2009, 4:22PM 1.11. - • . Description : Beam B9 Material Properties - Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 2,600.0 psi Ebend-xx 1,900.Oksi Fc - Prll 2,510.0 psi Eminbend - xx 1,900.Oksi Wood Species : il-evel Truss Joist Fc - Perp 750.0 psi Wood Grade : Microl-am LVL 1.9 E Fv 285.0 psi Ft 1,555.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckl ing nr~ppriedi;r`?`: rvE xb?..~<"'°" `„2m.,uLizi;.,a i an Service loads entered. Load Factors will be applied for calculations. -Af ~ 11 Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.1770, L =1.237 kfft, Tributary Width =1.0 ft Maximum Bending Stress Ratio = 0.693:1 Maximum Shear Stress Ratio = 0.578 : 1 Section used for this span 3.5x11.875 Section used for this span 3.5x11.875 fb : Actual = 1,800.91 psi fv : Actual = 164.74 psi FB :Allowable = 2,600.00psi Fv : Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 4.165ft Location of maximum on span = 0.0001ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection = 0.146 in Max Upward L+Lr+S Deflection = 0.000 in Live Load Deflection Ratio = 686 Max Downward Total Deflection = 0.167 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 596 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Cd Mactual fb-design Fballow Vactual fv-design Fv-allow +D Length = 8.330 It 1 0.091 0.076 1.000 1.62 235.72 2,600.00 0.60 21.56 285.00 +D+L+H Length = 8.330 It 1 0.693 0.578 1.000 12.35 1,800.91 2,600.00 4.56 164.74 285.00 +D+Lr+H Length = 8.330 It 1 0.091 0.076 1.000 1.62 235.72 2,600.00 0.60 21.56 285.00 +D+0.750Lr+0.750L+H Length = 8.330 It 1 0.542 0.452 1.000 9.66 1,409.62 2,600.00 3.57 128.94 285.00 Load Combination Span Max. Deft Location in Span Load Combination Max. Deft Location in Span D+L+Lr 1 0.1675 4.207 0.0000. 0.000 7 , ~engineeilny,tno, 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Client: Lakeside Partners, LLC Report No.: D09.150 Address: 4243 Harlan Street Foundation style: Spread Footings Date: 08-Sep-09 Minimum footing width: V-6" Job 7056 Min.:O psf Max.: 1500 psf Model: Addition Engineer: Bob PSI*Vc= 8.1008166 k/ft. Footing Schedule qs= 1 PSF LL DL q(s) MIN q(s) MAX VOID Footing No. Size (ft) (KLF) (KLF) KSF KSF 1 1.500 0.426 1.076 0.717 1.002 2 0.953 0.060 0.893 0.937 1.000 36.5% 3 1.500 0.426 1.076 0.717 1.002 4 0.953 0.060 0.893 0.937 1.000 36.5% 5 1.500 0.390 1.058 0.705 0.965 6 1.088 0.150 0.938 0.862 1.000 27.5% 7 1.246 0.255 0.991 0.795 1.000 17.0% 8 0.953 0.060 0.893 0.937 1.000 36.5% 9 1.500 0.455 1.091 0.727 1.030 10 1.388 0.350 1.038 0.748 1.000 7.5% 11 1.024 0.150 0.874 0.854 1.000 31.7% r-i,t /0 It\. wr 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners, LLC Project: 4243 Harlan Street ASCE 7-05 Snow Load Enter ground snow load (psf) _ Enter exposure factor Ce = Enter thermal factor Ct = Enter category (1,2,3,4) _ Importance factor I = Pf (flat roof SL psf) _ Enter slope factor Cs = Ps (sloped roof SL psf) _ Unbalanced Enter slope (degrees) _ Enter horizontal distance from eave to ridge (ft.) _ UNBALANCED REQUIRED Unbalanced load (psf) _ Enter he (ft.) _ Enter drift height hd (ft.) _ gamma = hb (ft.) _ hc/hd = he/hb = Drift load Pd (max psf) _ Drift length (ft.) _ 43 Sheet S1.1 Ground SL for 30 psf roof SL = 36.14458 30 1 Table 7-2 Section 6.5.6 1 Table 7-3 2 Table 1-1 1 Table 7-4 Table 1-1 30.00 1.00 Section 7.4 30.00 14 12 45 Apply on windward side of roof 7.5 Remember to subtract hb from projection 1.75 Figure 7-9 17.9 1.675978 4.285714 4.475 31.325 7 f/ hhe p pln* orf, 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor( I) = - 1 Table 6-1 Enter Exposure: c Enter Wind speed (V) (mph) = 85 Equivalent Fastest 3 - Second Gust (mph 100 - In Conjunction with Load Combinations? (Kd) 1 1= yes Basic wind force (0.00256'V2•I) (psf) = 21.76 Exposure factor (Ka) DO YOU NEEDm 9 =1.3 VLj. 0'-15' 18.50 0.85 16-20' 19.58 0.90 20'-25' 20.45 0.94 25'-30' 21.32 0.98 30'-40' 22.63 1.04 40'-50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Ka 1.00 Enter Building Length (L) Perp, to Ridge 69 It See Fig. 6-3,ASCE 7 - Enter Building Length (B) Parallel to Ridge 62 it Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) - - Internal Pressure Coefficent (GCg) 0.18 Table 6-7 - - Enter Roof Pitch x(12 3 Mean Roof Height above grade 25 it Components and Cladding Enter GCp Factor . Figures 6-5 through 6-7 Figure 6-11A GCp GCp Wall area number WW LW 4 0.8 -0.9 componems ana ctaaamg LOADING (psf) (inward) wW (outward) wW Windward Wall 0'-15' 11.47 14.91 Leeward Wall 0'-15' -19.98 =25.97 US = 16-20' 12.14 15.78 US = 15'-20' -21.15 -27.50 GCp= 0.800 20'-25' 12.68 16.49 GCp=' -0.900 20'-25' -22.09 -28.72 GCpi= 0.180 25'-30' 13.22 17.19 GCpi= 0.180 25-30' -23.03 -29.94 30'-40' 14.03 18.24 - 30'-40' -24.44 -31.77 40'-50' 14.71 19.12 40'-50' -25.62 -33.30 50'-60' 15.25 19.82 50'-60' -26.56 -34.52 Figure 6-11A GCp Wall area number WW 5 0.8 GCp LW -1.1 Components and Cladding LOADING (psf) (inward) row (outward) roW Windward Wall 01-15' 11.47 14.91 Leeward Wall 01-15' -23.67 30.78 'N,~nytnssr, 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( 1) _ 1 -Table 6-1 Enter Exposure: c Enter Wind speed (V) (mph) = - 85 Equivalent Fastest 3-Second Gust (mph 100 In Conjunction with Load Combinations? (Kd) 1 1= yes Basic wind force (0.00256'\(2"1)(psf) = 21.76 Exposure, factor (K.) DO YOU NEED m? =1.3 0'-151 18.50 0.85 15'-20' 19.58 0.90 20'-25' 20.45 0.94 25'-30' 21.32 0.96 30'-40' 22.63 1.04 40'-50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Ka 1.00 Enter Building Length (L) Perp. to Ridge 69 It See Fig. 6-3, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 It Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) Internal Pressure Coefficent (GCpp 0.18 Table 6-7 Enter Roof Pitch x/12 3 Mean Roof Height above grade 25 ft iDING (pst) (inward) wW (outward) wW dward Wall 01-15' 0.37 0.48 Leeward Wall 01-15' -23.67 -30.78 = 15'-20' 0.39 0.51 UB = 15'-20' -25.07 -32.59 _ 0.200 20'-25' 0.41 0.53 GCp= -1.100 20'-25' -26.18 -34:04 a= 0.180 25'-30' 0.43 0.55 GCpi= 0.180 25'-30' -27.30 -35.48 30'-40' 0.45 0.59 30'-40' -28.97 -37.66 40'-50' 0.47 0.62 40'-50' -30.36 -39:47 50'-60' 0.49 ' 0.64 50'-60' -31.47 -40:92 Figure 6-11 C GCp Gable/Hip 7-27 WW 1 0.3 GCp LW -0.8 nponents and Cladding [DING (psf) (inward) a)W (outward) wW dward Wall 01-15' 2.22 2.89 Leeward Wall 01-15' -18.13 -23.56 = 15'-20' 2.35 3.06 UB, = 15'-20' -19.19 -24.95, 0.300 20'-25' 2.45 3.19 GCp= -0.800 20'-25' -20.05 -26.06 _ 0.180 25'-30' 2.56 3.33 GCpi= 0.180 25'-30' =20.90 -27.17 30'-40' 2.72 3.53 30'-40' -22.18 -28.83 40'-50' 2.85 3.70 40'-50' 13.24 3022 50'-60' 2.95 3.84 50'-60' -24.10 -31:33 \Ct L l .'r- j 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( 1) -1 Table 6-1 Enter Exposure: c Enter Wind speed (V) (mph) = `85 - Equivalent Fastest 3 - Second Gust (mph 100 In Conjunction with Load Combinations? (Kd) 1 1= yes Basic wind force (0.00256*V2*I)(psf) = 21.76 Exposure factor (K,) DO YOU NEED m ? = 1.3 01-15' 18.50 0.85 - 15'-20' 19.58 0.90 20'-25' 20.45 0.94 25'-30' 21.32 0.98 30'40' 22.63 1.04 40'-50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Km 1.00 Enter Building Length (L) Perp. to Ridge 69 it See Fig. 6-3, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 it Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) Internal Pressure Coefflcent (GCpp 0.18 Table 6-7 - Enter Roof Pitch xN 2 3 Mean Roof Height above grade 25 it 40'-50' 2.85 3.70 40'-50' 50'-60' 2.95 3.84 501-60' 1,r,tL),S -51.71 67.221 -53.60 -69.68 Figure 6-11 D •GCp GCp Gable 27-45 WW LW 1 0.8 -0.8 Components and Cladding LOADING (psf) (inward) (oW (outward) coW Windward Wall 0'-15' 11.47 14.91 Leeward Wall 01-15' -18.13 -23.56 L/B = 15'-20' 12.14 15.78 LB = , 15'-20' -19.19 -24.95 GCp= 0.800 20'-25' 12.68 16.49 GCp= -0.800 20'-25' -20.05 -26.06 GCpi= 0.180 25'-30' 13.22 17.19 GCp;= 0.180 25'-30' -20.90 -27.17 30'-40' 14.03 18.24 30'-40' -22.18 -28.83 40'-50' 14.71 19.12 40'-50' -23.24 -30.22 50'-60' 15.25 19.82 50'-60' -24.10 -31.33 Figure 6-11 D GCp GCp Gable 27.45 WW LW 2,3 0.8 -1 components ann cladding LOADING (psf) (inward) cow (outward) wW Windward Wall 0'-15' 11.47 14.91 Leeward Wall 0'-15' -21.83 -28.37 ry d A p f p. A r 1 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor (I) _ Enter Exposure: c Enter Wind speed (V) (mph) = Equivalent Fastest 3- Second Gust (mph In Conjunction With Load Combinations? (Kd) 1 1= yes Basic wind force (0.00256'V2`I) (psf) = 21.76 Exposure factor (K:) 01-15' 18.50 0.85 15'-20' 19.58 0.90 20'-25' 20.45 0.94 25'-30' 21.32 0.98 30'-40' 22.63 1.04 40'-50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Kri 1.00 Enter Building Length (L) Perp. to Ridge Enter Building Length (B) Parallel to Ridge Enter Gust Factor (G) Sec. 6.5.8.1 Enter (Open, Part Enclosed, Enclosed)? Internal Pressure Coeffioent (GCg) Enter Roof Pitch x112 Mean Roof Height above grade Figure 6-14A Monoslope 3-10 3' \,-~tLI,l 1 Table 6-1 85 100 DO YOU NEED m?=1.3 69 ft See Fig. 6-3, ASCE 7 62 ft 0.85 3 (1,2,3) 0.18 Table 6-7 3 25 ft GCp WW 0.2 GCp LW tDING (psf) dward Wall 01-15' 15'-20' 0.200 .20'-25' a= 0.180 25-30' 30'-40' 40'-50' 50'-60' (inward) wW (outward) mW 0.37 0.48 Leeward Wall 01-15' -32.92 42.80 0.39 0.51 L/13 = 15'-20' -34.86 -45.32 0.41 0.53 GCp= -1.600 20'-25' -36.41 -47.33 0.43 0.55 GCPI= 0.180 25'-30' -37.96 -49.35 0.45 0.59 0.47 0.62 30'-40' -40.28 -52.37 40'-50' -42.22 -54.88 50'-60' -43.77 -56.90 Figure 6-14B GCp GCp Monoslope 10-30 WW LW 1 0.3 1.1 Components and Cladding LOADING (pst) (inward) (OW (outward) mW Windward Wall 0'-15' 2.22 2.89 Leeward Wall 0'-15' -23.67 -30.78 L/B = 15'-20' 2.35 3.06 L/B = 15'-20' -25.07 -32.59 GCp= 0.300 20'-25' 2.45 r 3.19 GCp= -1.100 20'-25' -26.18 -34.04 GCpi= 0.180 25-30' 2.56 3.33 GCPI= 0.180 25'-30' -27.30 -35.48 30'-40' 2.72 3.53 30'-40' -28.97 -37.66 '~~~P plp•sripy, tp 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( 1) _ 1 Table 6-1 Enter Exposure: c Enter Wind speed (V) (mph) = 85 Equivalent Fastest 3 - Second Gust (mph 100 In Conjunction with Load Combinations? (Kd) - 1 1= yes Basic wind force (0.00256*V*1)(psf) = 21.76 Exposure factor (K~) DO YOU NEEDm ? =1.3 0'-15' 18.50 0.85 15'-20' 19.58 0.90 - 20'-25' 20.45 0.94 26-30' 21.32 0.98 30'-40' 22.63 1.04 40'-50' 23.72 1.09 50'-60' 24.59 1.13 - Enter Topographic Factor, K:r 1.00 Enter Building Length (L) Perp. to Ridge 69 ft See Fig. 63, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 ft Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) Internal Pressure Coeffoent (GCO) 0.18 Table 6-7 Enter Roof Pitch x/12 3 Mean Roof Height above grade i 25 ft 40'-50' 2.85 3.70 40'-50' 50'-60' 2.95 3.84 50'-60' Figure 6-14B GCp Monoslope 10-30 WW 2 0.3 \r-(Lit 9 -30.36 -39.47 -31.47 -40.92 GCp LW -1.2 Components and Cladding LOADING (psf) (inward) ruW (outward) coW Windward Wall 0'-15' 2.22 2.89 Leeward Wall 0'-15' -25.52 -33.18 UB = 15'-20' 2.35 3.06 UB = 15'-20' -27.03 -35.13 GCp= 0.300 20'-25' 2.45 3.19 GCp= -1.200 20'-25' -28.23 ' -36.70 GCp;= 0.180 25'-30' 2.56 3.33 GCp?= 0.180 25'-30' -29.43 -38.26 30'40' 2.72 3.53 30'40' -31.23 -40.60 40'-50' 2.85 3.70 40'-50' -32.73 42.55 50'-60' 2.95 3.84 50'-60' -33.93 -44.`11 Figure 6-14B Monoslope 10-30 3 GCp GCp WW LW 0.3 -2 Components and Cladding LOADING (psf) (inward) (oW (outward) raw Windward Wall 01-15' 2.22 2.89 Leeward Wall 01-15' -40.32 -52.42 ,~~spart. 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( I) _ Enter Exposure: c Enter Wind speed (V) (mph) = Equivalent Fastest 3 - Second Gust (mph In Conjunction with Load Combinations? (Kd) 1 1= yes Basic wind force (0.00256" V2'I) (psf) = 21.76 Exposure factor (Kz) 01-15' 18.50 0.85 15'-20' 19.58 0.90 20'-25' 20.45 0.94 25'-30' 21.32 0.98 30'-40' - 22.63 1.04 40'50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Kri 1.00 1 Table 6-1 85 100 DO YOU NEED m ? =1.3 Enter Building Length (L) Perp. to Ridge 69 ft See Fig. 6-3, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 It Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) Internal Pressure Coef cent (GCpq 0.18 Table 6-7 Enter Roof Pitch x/12 3 Mean Roof Height above grade 25 ft Components and Cladding LOADING (pso (inward) raw (outward) coW Windward Wall 01-15' 11.47 14.91 Leeward Wall 01-15' -31.07 -40.40 UB = 15'-20' 12.14 15.78 UB = 15'-20' 32.90 -42.77 GCp= 0.800 20'-25' 12.68 16.49 GCp= -1.500 20'-25' -34.36 -44.67 GCpI= 0.180 25'-30' 13.22 17.19 GCpI= 0.180 25'-30' -35.83 -46.57 30'-40' 14.03 18.24 30'-40' 38.02 -49.42 40'-50' 14.71 19.12 40'-50' -39.85 -51.80 50'-60' 15.25 19.82 50'-60' -41.31 -53.70 'KIL 1,11 Malouff Engineering Sheet SE1.1 4704 Harlan Street, Suite 330 Denver, Co 80212 (303) 423-8982 Date: 08-Sep-09 Job No. 7056 Client: Lakeside Partners, LLC Project: Addition Location: 4243 Harlan Engineer: Bob ASCE 7-05 Equivalent Lateral Force Procedure Enter W (kips) = 1 Enter Ss = 0.198 Short period spectral acceleration Enter S1 = 0.059 1-second spectral acceleration Enter Site class = E Enter Fa = 2.5 Table 11.4.1 ASCE 7-05 Enter Fv = 3.5 Table 11.4.2 ASCE 7-05 Sms = 0.495 Sm1 = 0.2065 Sds = 0.33 Sd1 = 0.137667 Occupancy Category = B Table 11.6.2 ASCE 7-05 Enter R = 6.5 Table 12.2.1 ASCE 7-05 Enter Ct = 0.02 Table 12.8-2 Enter hn (ft.) = 25 Enter x = 0.75 Table 12.8-2 Enter 1 = 1 Ta = 0.223607 Enter TI = 4 4 for Denver Cs = 0.050769 Cs = 0.094718 Cs = 1.694359 Cs = 0.01 V (kips) = 0.050769 J'6 chl /l Cl.2. Company Malouff Engineering September 8, 2009 Designer Robert L. Malouff 11:51 AM Job Numbest 7056 4243 Harlan Corbel Checked By: Global Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress _ (Ksi) -(Ks!) Ratio (Dec 1045 Fl (K/ft^3). (Ksi) Sections Section Database Material Area SA SA 1(90,270). 1(0,180) T/C Label 3hnnp I ~hpl n..1nq in I am Ion o71m nnAAI If-nw TC TU4X4X4 STL 3.59 1.2 1.2 8.22 8.22 CORBEL HSS6X4X4 STL 4.295 1.2 1.2 11.093 20.831 Temperature 1r1 Joint Label X Coordinate Y Coordinate - IFI\ d.1 N1 0 0 0 N3 4 8.625 0 Steel Design /NDS Parameters Member Section Length Lb out Lb in L comp Cb Sway Label Set Is out le in ae bend K out Kin CH r Cm B out in IFI\ IMI /CI1 - %c.% - M1 COLUMN 8.625 8.625 8.625 8.625 1. 1. M3 CORBEL 9.507 9.507 9.507 9.507 1. 1. Joint Loads/Enforced Displacements. Category: SL. BLC 1 ; SL Joint Label [L]oad or Direction Magnitude [D]isplacement (K. K-ft, In, red) RISA-2D Version 5.1a [B:\7000_files\7056\Corbel.r2d] Page 1 "90 cf.+ Company : Malouff Engineering September 8; 2009 Designer : Robert L. Malouff 11:51 AM Job Number : 7056 4243 Harlan Corbel Checked By: Envelope Member Deflections. (continued) Member Label Section x-Translate Lc 'y-Translate Lc (n) Lly Ratio Lc - In in Envelope MemhPr SPCfinn Fnrcoc Envelope Member Stresses RISA-2D Version 5.1 a [B:\7000_fles\7056\Corbel.r2d] Page 3 min 0 1 0.001 1 NC 5 max 0 1 D 1 NC min 0 1 - 0 1 NC a~4fv CIIy OF Wheat~idge PuaLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29ib Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 cJ Applicant: k_c s w(4 'r I v rT L` - Phone # 5) Y 7C- - Location of Construction: 412N3 i 4ie.Gs4n? S7_7er~-- Purpose of Construction: ~AJi a~, y E EbssoiT/d2 l J:EweabeZ J Single Family Commercial N Multi-Family Development Review Processing Fee: $100.00 $ `00. O® (For document processing) Single Family Residence/Duplex Review Fee: . $50.00 $ O® Commercial/Multi-Family Review Fees: • Review of existing technical documents: $100.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the I n and 2"d submittals): $500.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2"d submittals): $400.00 $ • Trip Generation Study Review Fee: $200.00 $ ' Each Application will be reviewed by staff once and returned for chan ges. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: - 3`d submittal (%2 initial review fee): $250.00 $ 4d' submittal (full initial review fee): $500.00 $ All subsequent submittals: $500.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): / 50. 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant c=C~ 1~'T Date V l z~ G www.ci.wheatridge.co.us Rev 2/08 car Company Malouff Engineering September 8, 2009 Designer : Robert L. Malouff 11:51 AM Job Number : 7056 4243 Harlan Corbel Checked By: . Envelope Member Stresses. (continued) Member Label Section Axial Shear Bending top Bending bot Member Label Code Chk Loc Shear Chk Loc /Ffl I c 'f PA 1 1 -0.052 1 1 Fa Ft 1 a ' /Keil /Keil Fb ASD Eqn. WK h M1 0.004 0 1 0 0 1 22.122 28:793 31.672 1-11-2 M3 0.016 9.507 1 0.001 0 - 1 21.765 28.793 28.793 H1-1 Envelope Reactions Joint Label X Force YForce Moment - - C~t3 Company Malouff Engineering September 8; 2009 Designer Robert L. Malouff 11:51 AM Job Number : 7056 4243 Harlan Corbel Checked By: - Joint Loads/Enforced DisDlacements. Cateaorv: DL. BLC 2: DL Joint Label - [L]oad or - - Direction Magnitude - - - - D is lacement K K-ft In red N3 L Y 364 Basic Load Case Data BLC No. Basic Load Case Category Category - Gravity Load Type Totals Description Code Descdntion X Y Nodal Point "-Dist. Load Combinations ` Envelope Joint Disp lacements Joint Label -X Translate Y Translate Rotate In Lc `In Lc -(radians Lc N1 max 0.000 1 0.000 1 0 1 N2 _ max 0.000 - 1 0 1 0 1 N3 t max 0 1 -0.001 1 0 1 my-MEnzaa-ft- } W40 Envelope Member Deflections Member Label Section x-Translate Lc y-Translate Lc (n) Uy Ratio Lc r RISA-2D Version 5.1a [B:\7000_files\7056\Corbel.r2d] , Page 2 •n 9tn• rri n p, Ili e, 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( I) _ Enter Exposure: c Enter Wind speed (V) (mph) = Equivalent Fastest 3 - Second Gust (mph In Conjunction with Load Combinations? (Kd) 1 1= yes 1 Table 6-1 85 100 wL d. tp Basic wind form (0.00256'V2`I)(psf) = 21.76: Exposure factor (K.) DO YOU NEEDm 9 =1.3 01-15' 18.50 0.85 15'-20' 19.58 0.90 20'-25' 20.45 0.94 - 25'-30' 21.32 0.98 30'-40' 22.63 1.04 40'-50' 23.72 1.09 501-60' 24.59 1.13 Enter Topographic Factor, Ka 1.00 Enter Building Length (L) Perp. to Ridge 69 It See Fig. 6-3, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 ft Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) Internal Pressure Coef6cent (GCpO 0.18 Table 6-7 Enter Roof Pitch x/12 3 Mean Roof Height above grade 25 it UB = 16-20' 2.35 3.06 UB = 15'-20' -42.69 GCp= 0.300 20'-25' 2.45 3.19 GCp= -2.000 20'-25' -44.59 GCp;= 0.180 25-30' 2.56 3.33 GCpi- 0.180 25'-30' -46.40 30'-40' 2.72 3.53 30'-40' -49.33 40'-50' 2.85 3.70 40'-50' -51.71 cn, cn' n nc O OA A. &A- rQ MA Figure 6-146 Enter GCp + Parapets WW 3 1 -55.50 -57.97 -60.43 -64.13 -67.22 Enter GCp - LW Components and Cladding LOADING (psf) (inward) wW (outward) teW Windward Wall 01-15' 15.17 19.72 Leeward Wall 0'-15' -31.07 -40.40 UB = -15'-20' 16.06 - 20.88 UB = 15'-20' -32.90 -42.77 GCp= 1.000 20'-25' 16.77 21.80 GCp= -1.500 20'-25' -34.36 -44.67 GCpi= 0.180 25'-30' 17.49 22.73 GCpi= 0.180 25'-30' -35.83 -46.57 30'-40' 18.56 24.12 30'-40' -38.02 -49.42 40'-50' 19.45 25.28 40'-50' 39.85 51.80 50'-60' 20.16 26.21 50'-60' -41.31 -53.70 Figure 6-14B Enter GCp + Other Structures WW 3 0.8 Enter GCp - LW - -1.5 Meng n i. en r. 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1.,2,3,4) Table 1- 2 Importance Factor( I) = 1 Table 6-1 - Enter Exposure: c Enter Wind speed (V) (mph) = 85 - - Equivalent Fastest 3 - Second Gust (mph - 100 - In Conjunction with Load Combinations? (Kd) 1 1= yes - - Basic wind force (0.00256'\2`I)(psf) = 21.76 Exposure factor (K.) DO YOU NEEDm ? =1.3 01-15' 18.50 0.85 - 15'-20' 19.58 0.90 20'-25' 20.45 0.94 25'-30' 21.32 0.98 - 30'-40' 22.63 1.04 40'-50' 23.72 1.09 501-60' 24.59 1.13 - Enter Topographic Factor, Kri 1.00 Enter Building Length (L) Perp. to Ridge 69. It See Fig. 6-3, ASCE 7 - - - - Enter Building Length (B) Parallel to Ridge 62 ft Enter Gust Factor (G) Sec. 6.5.8.1 0.85 - Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) - Internal Pressure Coefflcent (GCv) 0.18 Table 6-7 - - Enter Roof Pitch x/12 3 Mean Roof Height above grade 25 ft Components and Cladding LOADING (psf) (inward) (OW (outward) wW Windward Wall 0'-15' 0.37 0.48 Leeward Wall 0'-15' -25.52 -33.18 UB = 15'-20' 0.39 0.51 UB = 15'-20' -27.03 -35.13 GCp= 0.200 20'-25' 0.41 0.53 GCp= -1.200 20'-25' -28.23 -36.70 GCpI= 0.180 25'-30' 0.43 0.55 GCpI= 0.180 25'-30' -29.43 -38.26 30'-40' 0.45 0.59 30'-40' -31.23 -40.60 40'-50' 0.47 0.62 40'-50' -32.73 -42.55 50'-60' 0.49 0.64 50'-60' -33.93 -44.11 Figure 6-14A GCp GCp Monoslope 3-10 WW LW 2' 0.2 -1.5 Components and Cladding LOADING (psf) (inward) (OW (outward) wW Windward Wall 0'-15' 0.37 0.48 Leeward Wall 01-15' -31.07 -40.40 UB = 15'-20' 0.39 0.51 UB = 15'-20' -32,90 -42.77 GCp= 0.200 20'-25' 0.41 0.53 GCp= -1.500 20'-25' -34.36 44.67 GCpI= 0.180 25'-30' 0.43 0.55 GCp;= 0.180 25'-30' -35.83 -46.57 30`-40' 0.45 0.59 30'-40' -38.02 -49.42 40'-50' 0.47 0.62 40'-50' -39.85 -51.80 50'-60' 0.49 0.64 50'-60' -41.31 -53.70 '~~.n p in a. rl P. 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( I) _ 1 Table 6-1 Enter Exposure: c Enter Wind speed (V) (mph) = 85 Equivalent Fastest 3 - Second Gust (mph - 100 - In Conjunction with Load Combinations? (Kd) 1 1= yes - Basic wind force (0.00256'V2'1) (psf) = 21.76- Exposure factor (K.) DO YOU NEEDm ? = 1.3 0'-15' 18.50 0.85 15'-20' 19.58 0.90 - 20'-25' 20.45 0.94 26-30' 21.32 0.98 30'-40' 22.63 1.04-. 40'-50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Krt 1.00 Enter Building Length (L) Perp. to Ridge 69 ft See Fig. 6-3, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 ft Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) Internal Pressure Coefficent (GCpry 0.18 Table 6-7 Enter Roof Pitch X/12 3 Mean Roof Height above grade 25 ft UB = 15'-20' 12.14 15.78 UB = 15'-20' -23.11 GCp= 0.800 20'-25' 12.68 16.49 GCP= -1.000 20'-25' -24.14 GCp1= 0.180 25'30' 13.22 17.19 GCpi= 0.180 25'-30' -25.16 30'-40' 14.03 18.24 30'-40' -26.70 40'-50' 14.71 19.12 40'-50' -27.99 50'-60' 15.25 19.82 50'-60' -29.01 \,tL1. -30.04 31.38 -32.71 -34.72 -36.38 -37.72 Figure 6-14A GCp GCp Monoslope 3-10 WW LW 1 0.2 -1.1 Components and Cladding LOADING (pst) (inward) wW (outward) coW Windward Wall 0'-15' 0.37 0.48 Leeward Wall 0'-15' -23.67 -30.78 UB = 15'-20' 0.39 0.51 UB = 15'-20' -25.07 32.59 GCp= 0.200 20'-25' 0.41 0.53 GCp= -1.100 20'-25' -26.18 -34.04 GCp1= 0.180 25'-30' 0.43 0.55 GCPI= 0.180 254-30' -27.30 -35.48 30'-40' 0.45 0.59 30'40' -28.97 -37.66 40'-50' 0.47 0.62 40'-50' -30.36 -39.47 50'-60' 0.49 0.64 50'-60' -31.47 -40.92 Figure 6-14A GCp Monoslope3-10 WW 2,3 GCp LW 0.2 -1.2 61%,rk bbrl q 9' I,p C, 4704 Harlan Street, #330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASIDE 7-05 \ct- 1, Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( 1) _ 1 Table 6-1 Enter Exposure: c Enter Wind speed IV) (mph) = , 85 Equivalent Fastest 3 - Second Gust (mph 100 In Conjunction with Load Combinations? (Kd) 1 1= yes Basic wind form (0.00256•\/2"1) (psf) 21.76- Exposure factor (K:) DO. YOU NEED w ? = 1.3 0'-15' 18.50 0.85 16-20' 19.58 0.90 20'-25' 20.45 0.94 25-30' 21.32 0.98 30'-40' 22.63 1.04 40'-50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Kz 1.00 Enter Building Length (L) Perp. to Ridge 69 It See Fig. 6-3, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 it - Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2,3) Internal Pressure Coefficent (GCg) 0.18 Table 6-7 Enter Roof Pitch x/12 3 Mean Roof Height above grade 25 It Figure 6-11C GCp GCp Gable/Hip 7-27 WW LW 2 0.3 -1.2 Components and Cladding LOADING (psi) (inward) wW (outward) wW Windward Wall 01-15' 2.22 2.89 Leeward Wall 0'-15' -25.52 -33.18 UB = 15'-20' 2.35 3.06 UB = 15'-20' -27.03 -35.13 GCp= 0.300 20'-25' 2.45 _ 3.19 GCp= -1.200 - 20'-25' -28.23 -36,70 GCpI= 0.180 25'-30' 2.56 3.33 GCpi= 0.180 25'-30' -29.43 -38.26 30'-40' 2.72 3.53 30'-40' -31.23 -40.60 40'-50' 2.85 3.70 40'-50' -32.73 -42.55 Figure 6-11 C Gable/Hip 7-27 3 Components air LOADING (psf) Windward Wall UB= GCp= 0.300 GCpI= 0.180 GCp GCp WW; LW 0.3 2 Cladding (inward) wW (outward) wW 01-15' 2.22 2.89 Leeward Wall 01-15' -40.32 -52.42 151-20' 2.35 3.06 UB = 15'-20' -42.69 -55.50 20'-25' 2.45 3.19 GCp= -2.000 20'-25' -44.59 57.97 25'-30' 2.56 3.33 GCp;= 0.180 ' 25'-30' -46.49 -60.43 30'-40' 2.72 3.53 30'-40' -49.33 -64.13 'AIL ~ 1 4704 Harlan Street, 9330 Denver, CO 80212 (303) 423-8982 Job No. 7056 Date: 8-Sep-2009 Engineer: Bob Client: Lakeside Partners LLC Project: 4243 Harlan Street WIND LOAD CALCULATION SHEET ASCE 7-05 Enter Building Category (1,2,3,4) Table 1- 2 Importance Factor ( I) _ Enter Exposure: c Enter Wind speed (V) (mph) = Equivalent Fastest 3 - Second Gust (mph In Conjunction with Load Combinations? (Kd) 1 1= yes Basic wind force (0.00256•V2'I)(psf) = 21.76 Exposure factor (K.) 0'-15' 18.50 0.85 15'-20' 19.58 0.90 20'-25' 20.45 0.94 25'-30' 21.32 0.98 30'-40' 22.63 1.04 40'-50' 23.72 1.09 50'-60' 24.59 1.13 Enter Topographic Factor, Ka 1.00 1 Table 6-1 85 ..,.100 DO YOU NEED w ? = 1.3 Enter Building Length (L) Perp. to Ridge 69 ft See Fig. 6-3, ASCE 7 Enter Building Length (B) Parallel to Ridge 62 it Enter Gust Factor (G) Sec. 6.5.8.1 0.85 Enter (Open, Part Enclosed, Enclosed)? 3 (1,2 ,3) Internal Pressure Coefficent (GCpi) 0.18 Table 6-7 Enter Roof Pitch x/12 3 Mean Roof Height above grade - 25 It UB = 15'-20' 12.14 15.78 UB = GCp= 0.800 20'-25' 12.68 16.49 GCP= -1.100 GCpi= 0.180 25'-30' 13.22 17.19 GCpI= 0.180 30'40' 14.03 18.24 40'-50' 14.71 19.12 50'-60' 15.25 19.82 Figure 6-11 B GCp Gable<7 WW 1 0.2 GCp LW -0.9 Components and Cladding LOADING (psl) (inward) 0)W Windward Wall 0'-15' 0.37 - 0.48 Leeward Wall 01-15' UB = 15'-20' 0.39 0.51 UB = 15'-20' GCp= 0.200 20'-25' 0.41 0.53 GCp= -0.900 20'-25' GCpi= 0.180 25'-30' 0.43 0.55 GCpI= 0.180 25'-30' 30'-40' 0.45 0.59 30'-40' 40'-50' 0.47 0.62 40'-50' (outward) o)W -19.98 -25.97 -21.15 -27.50 -22.09 -28.72 -23.03 -29.94 -24.44 31.77 -25.62 -33.30 15'-20' -25.07 -32.59 20'-25' -26.18 -34.04 - 25'-30' -27.30 -35.48 30'-40' -28.97 -37.66 40'-50' -30.36 -39.47 Figure 6-11 B GCp GCp Gable<7 WW LW 2 and 3 0.2 -1.1 Title Lakeside Partners, LLC Job # 705,0 Dsgnr., Projectbesc.: Renovation' Project Notes: g; 4 " 4 T ■A 1 P Pdmd: 8 SEP 2909. 4:22PM Description : Beam B9 0 1 N Support notation Far left is #1 Support& Load Combination:.. Support Reaction - Support 1, (D+L+Lr) 5.928 k Support2, (D+L+Lr) 5.928 k Load Combination Span Max. Dell Location In Span Load Combination Max. "+P Dell Location in Span 1 0.0000 0.000 D+L+Lr - -0.0231 2.923 D+L+Lr 2 0.0918 2.500 0.0000 ..2.923 5yIJr~F~ofBd a ~iilk I77 Ri~l Support notation :Far left is #1 a Support& Load Combination Support Reaction Support 1, (D+L+Lr) -1.399 k Support2, (D+L+Lr) 5.200 k Support3, (D+L+Lr) k Title; Lakeside Partners,LLC Job#7056 Dsgnr. Project Desc.: Renovation yq~~y r y~ Project Notes : _ PAW: 8 SEP 2009, 4:22PM Description : Beam B5 ~~is e`~"~C~lY~ti~BfPs~I071~~asfac~d75S~ Lw~tlt:' Load Combination Span Max.'' De0 Location in Span Load Combination Max. Deft Location in Span D+L+Lr 1 0.0136 2.212 - 0:0000 0.000 ~ 9~ NINE Support notation: Far left is #i ,,.,FI[1~1i~. Ct~ ~~`uE1gTJ&~1~RL~(~~.„a> aw ar~~ Support & Load Combination SupportReaction Support 1, (D+L+Lr) - 3.132 k Support 2, (D+L+Lr) 3.132 k Title; Lakeside Partners, LLC Job # 7056 Dsgnr.- Project Desc.: Renovation y~ Project Notes RS' lR "R i 6 1 ~ SR > pd.l d- fl.q Pq 1Q 4.92PM Description : Beams B1, B2, B3, B4 - - - Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Va Segment Length Span# M _V Mmax+ Mmax- Ma-Max Mnx Omega'Mnx Cb Rm --Va Max Vnx Omeg Dsgn. L = 4.13 ft 4 0.008 0.005 0.10 -0.15 0.20 42.93 25.71 1.00 1.00. 0.20 68.18 +D+S+H Dsgn. L = 5.13 It 1 0.020 0.015 0.43 -0.51 0.51 42.93 25.71 1.00 1.00 0.61 68.18 40.83 Dsgn.L= 4.13ft 2 0.020 0.012 0.08 -0.51 0.51 42.93 25.71 1.00 1.00 0.48 68.18 40.83 Dsgn. L = 4.13 ft 3 0.020 0.012 0.14 -0.37 0.51 42.93 25.71 1.00 1.00 0.50 68.18 40.83 Dsgn. L = 4.13 ft 4 0.020 0.012 0.26 -0.37 0.51 42.93 25.71 1.00 1.00 0.50 68.18 40.83 +D+0.750L+0.750S+H Dsgn. L = 5.13 ft `.1 0.017 0.013 0.36 -0.43 0.43 " 42.93 25.71 1.00 1,00 0.52 68.18 40.83 Dsgn. L= 4.13 It 2 0.017 0.010 0.07 -0.43 :.0.43 42.93 25.71 1.00 100. 0.41 68.18 40.83 Dsgn. L = 4.13 ft 3 - 0.017 0.010 0.12 -0.32 _ 0.43 42.93 25.71 1.00 1.00 0.43 68.18 40.83 Dsgn. I. = 4.13 it 4 0.017 0.010 0.22 -0.32 0.43 42.93 25.71 1.00 1.00 0.43 68.18 40.83 +D+0.750L+0.750S+0.750W+H - - Dsgn. L = 5.13 ft 1 0.017 0.013 0.36 -0.43 0.43 42.93 25.71 1.00 1.00 0.52 68.18 40.83 Dsgn. L = 4.13 It 2 0.017 0.010 0.07 -0.43 0.43 42.93 25.71 1.00 1.00 0.41 68.18 40.83 Dsgn. L = 4.13 ft 3 0.017 0.010 0.12 -0.32 0.43 42.93 25.71 1.00 1.00 0.43 68.18 40.83 Dsgn. L = 4.13 ft - 4 0.017 0.010 0.22 -0.32 0.43 42.93 25.71 1.00 1.00 0.43 68.18 40.83 +D+0.750L+0.750S+0.5250E+H _ Dsgn. L = 5.13 ft 1 0.017 0.013 " 0.36 -0.43 0.43 42.93 25.71 1.00 1.00 0.52 68.18 40.83 Dsgn. L = 4.13 ft 2 0.017 0.010 0.07 -0.43 0.43 42.93 25,71 1.00 1.00 0.41 68.18 40.63 Dsgn. L = 4.13 ft 3 0.017 0.010 0.12 -0.32 0.43 42.93 25.71 1.00 1.00 0.43 68.18.. 40.83 Dsgn. L = 4.13 ft 4 0.017 0.010 0.22 -0.32 0.43 42.93 25.71 1.00 1.00 0.43 68.18 40.83 10"A Maa~tmB rtO ans nfaCfO~ SlW t Load Combination Span Max."' Deb Location in Span Load Combination Max. Deb Location in Span D+L+S 1 0.0021 2.406 0.0000 _ 0.000 2 0.0000. 2.406 D+L+S -0.0002 0.758 D+L+S 3 0.0003 1.936 0.0000 ' 0.758 D+L+ S 4 0.0008 2.357 0.0000 0.758 _ 'Cr~1aW-Wi ~e 86 i a7 a irE A1lS Ii = " . oad Combination Span Max. Downward Deb Location in Span : Max. Upward Dell Location in Span D Only - 1 0.0008 2.406 0.0000 0.000 DOnly 3 -0.0001 1.936 0.0000 0.000 D Only 4 X0.0003 2.357 0.0000 0.000 S Only 1 0.0013 2.406 0.0000 0.000 S Only 3 0.0002 1.936 0.0000 0.000 S Only 4 0.0005. 2.357 0.0000 0.000 D+L+S 1 0.0021 2.406 0.0000 0.000 - D+L+S 3 0.0003 1.936 0.0000 0.000 D+L+S 4 0.0008 - 2.357 0.0000 - - 0.000. $iTEtt~IC '~Ga sl nfa#Gie; a£ Support notation: Far left is #1 : m :,~r1„rt m @ Load Combination Support 1 Support2 Support3 Support4 Supports Overall MAXimum 0.411 1.092 0.707 0.952 0.320 D Only 0.163 0.433 0.281 0.378 0.127 SOnly 0.248 0.659 0.426 0.574 0.193 D+L+S 0.411 1.092 0.707 0.952 0.320 del .:u~ts ti 6 I P = , , _r~ Depth 6.000 in I xx 28.60 inA4 J - 45.600 inA4 Sxx 9.54 inA3 Width _ 6.000 in R xx _ 2.340 in Wall Thick 0.233 in Zx = 11.200 inA3 Area 5.240 in42 Iyy. = 28.600 inA4 C _ 15.400 inA3 Weight _ 18.986 plf ' S yy = 9.540 inA3 " Ryy 2.340 in Ycg _ '3.000 in BUILDING DEPARTMENT .""",,~.I[- CITY OF WHEAT RIDGE * * Correction Notice Il . >; I' ) Job Located at ... :.k:.'1:c:....... ./. ?.4<. JeT:.i... .:-::..... ..... ....... ............... ...... I have this day inspected this structure and these premises and have found the following violations of City andlor State laws governing same: C. . '.' I'" .,.,1 .: ? ~. / / /, ,. ..' ... ,.... /:.'.. ~).. ...,l..~J......... ~<.'. ";;'. ~...... . .~~..... .a. fl..... .,;..~:?.; t. k...... h-::.:". :.'.";,;............... ............................................................................................................ ............................................................................................................ ............................................................................................................ ............................................................................................................ ............................................................................................................ ............................................................................................................ ............................................................................................................ ............................................................................................................ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date. ....... .';-i~~.~'::l:'.<?~"..... ........................:~...... ,..:'~.:'...?'~ ...:~. :<.~.~..... ................ ~ Inspector for Building Dept. FORM WRI'U DO NOT REMOVE THIS TAG tl SPRINKLER SYSTEM PRESSURE TEST tJ FIRE MAIN PRESSURE TEST tJ HOOD & DUCT SUPPRESSION SYSTEM TEST )l( FIRE ALARM SYSTEM ACCEPTANCE TEST o OTHER LOCATION:~.iillll _ r",....:;.l;j U,'o~,,~ P(O~r~ DATE: /1-10- fi8 REQUESTED BY: P..v.J..i< CONDUCTED BY: ~~ SYSTEM PASSED )4 FAILED 0 COMMENTS: Sy.s-l-<- 'oS a,{j.Q,'Gss~l.h_ {. PY'slJ,L:uT, SIGNED: ~('<-' at"A-Fih-Wtt.JZI'A DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 7845 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 9/25/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4243 Harlan Street Contractor License No.: 18197 Company: Dynamic Control Systems Corp. Phone: Phone: 761 8124 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: DATE Total: $5,100.00 $110.50 $0.00 $76.50 $187.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements Of restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V. B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED Use: Description: Fire alarm system installation BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: ~ Approval: SIC: Sq. Ft.: -- - Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. ~~'~::~~~tor 4f THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: Contractor License No. : ~c.M.U_;,"\ I.i IOL..iO'-lc..C GeNTeCL 42..4:> H~'U.-""N 5.. l8l ctl Company: D,\.JII'-IM'<'" CoNTCUit- S'{lTlQv\j OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pennit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full responslb' ity for com Hance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh t ~idge 0 l[lances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE 9-2.1--'" ?~ Use: Description: ~ l(!. t>l4f"/\<' S. ,( 5. 'j::.,\5kll BUILDING DEPARTMENT USE ONLY ~gn~omlW?Jl~j Approval : Zoning: 13J!']R1lf1lmJomments;! Approval : CJ!I5l[eJ)1V.!!~~~-9mm~flt!1 Approval: Occupancy: Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Phone: Phone: 1" ( , 8/'21 Construction Value: 5 I 00--- Permit Fee: II (). SO Use Tax: Total: $0.00 ~,_.., SIC: Sq. Fl: Residential Units: Mechanical License No : Company: Expiration Date: Approval: This permit was issued in aecon:lance with the provisions set forth in yopur application and is sub;ed to the laws of the State of Colorado and to the Zoning Regulations and BuildiO? Code of Vllheat Ridge, Colorado or any other applicable ordil'lClnces of the City. This permit Shall expire If (A) the work authorized is not commenced within sixty (60) days from 1$$lIe date Of (8) the building authorized is suspended or abandoned for a period of 120 days. . If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abanclonment exceeds one (l) year, full fees shall be paid for a new pennit. No wor1<. of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance to( all inspections and shall receive written approval on inspection card befOfe proceediing with succe"ive pha$es of the job. 1ne issuance of a permit or the approval o( drawings and specifications shall not be construed to be a permit fOf, nor an approval of, any vloIation of the provisions of the building codes or any other ordinance. law, rule or regulation. (1) (2) (3) (4) (5) (6) For Mayor Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION FEATURES . UL listed, file #S405, standard #864, power limited . CSFM listed #7165-0065:123 . BSA approved, calendar #524-77-SA under the MPC-2000 . FM listed, #OV7A2.AY . Conflgurable for NFPA-71, 72 systems . UL listed for NFPA-72E testing and drift compensation of addressablelanalog smoke detectors . Microprocessor controlled . Modular construction . Non-coded or zone coded . Expandable to 104 input zones and 96 output circuits . Expandable to 1584 analog/addressable points . Expandable up to 30 amps of combined regulated and unregulated 24VDC system power . Supervised inter-module data links . Custom programming field design flexibility . Programmable from laptop computer . Both conventional and analog/addressable system status displays and controls with expanded software driven system status . 32 character backlighted alpha-numeric programmable system status display . User friendly display, programming and control 'functions . Manual, automatic, waterflow and supervisory device monitoring capabilities . Alarm verification, 1 person quick test and drilll recall programming formats . Extensive built-in transient protection . CRT compatible . Event hard copy record compatible . DMO degraded mode operation . IBEW/USA crafted GENERAL e lolADE IN USA ~ The MPC-2000 Fire Alarm Control Unit provides a series of modular building blocks and software packages to construct a variety of configurations of hard-wiredl conventional non_coded, zone coded and analogI addressable fire alarm control systems. The array of standard modules along with a wide selection of software gives the MPC-2000 the maximum versatility for the most demanding field requirements. The MPC-2000 can be configured to meet most common national, state and local codes. The combinations of proven solid state function modules, high performance microprocessor control and expanded software work together to make the MPC-2000 a versatile, durable and serviceable system control unit. TYPICAL MPC-2000 CONTROL UNIT IN A 3 WINDOW SURFACE CABINET DESCRIPTION The MPC-2000 consists of basic function modules, a micro-processor controller and system software which together may be configured in limitless numbers of arrangements to allow for custom tailoring of each control panel for specific and changing building fire protection system requirements. Along with the above flexibility, the MPC-2000 offers surface mounting cabinets and true fiush mounting cabinets which are easily configured for multiple cabinet installations where required. Matching surface or semi-flush system standby battery cabinetry is also available. With all of its versatility the MPC-2000 can be expanded from a simple conventional two zone system to the most complex multi-zone or analogI addressable multi-function control system. Safety and convenience features have been engineered into the MPC-2000 to provide the capability for the most complex system controi and information reporting and recording needs without sacrificing simplicity of operation and data retrieval. The end result is maximum system performance with maximum user friendliness. Sub-chassis and modular construction allows each control unit to be tailored for versatility, serviceability and simple operation. No components are mounted on the cabinet doors assuring economical expansion or re-configuration in the field without rework of existing components and cabinetry. ORDERING INFORMATION The MPC-2000 is intended for use in the medium to iarge commercial, institutional and industrial applications. With its wide variety offunction modules, software and powerful micro-processor control, the MPC-2000 will prOVide an economical and versatile control package for a wide selection of applications. FIRE ALARM CONTROL UNITS - MPC 2000 , ORDERING INFORMATION (CONT.) Like any control panel, basic functions must be included in the unit to comply with basic UL and NFPA criteria. A minimum complete conventional MPC-2000 control must include: (1) Choice of control unit cabinet (1) Choice of battery cabinet (1) Choice of appropriate sized battery (1) CU-2 main CPU control/display unit (1) MP-3 main power supply module (1) BC-2 battery changer module (2) TX-1 transformer modules (1) AP-5 unregulated power supply module (2) BB-1 buffer board module (1) Choice of ZN-1 ,2,3 dual zone module (1) Choice of SC-1 ,2,3 dual signal module (?) Appropriate number of BK-1 blank modules A minimum complete analog/addressable MPC- 2000 control must include: (1) Choice of control unit cabinet (1) Choice of battery cabinet (1) Choice of appropriate sized battery (1) CU-2 main CPU control/display unit (1) MP-3 main power supply module (1) BC-2 battery charger module (2) TX-1 transformer modules (1) AP-5 signal power supply module (1) BB-2 buffer board module (1) AM-1 analog/addressable loop module (?) Appropriate number of BK-1 blank modules All additional requirements and features specified may then be satisfied by including various combinations of power and/or function modules and software packages described in the following pages. CABINETRY (R) = RED (B) = BLACK 2 Window - 28 Module and 4 transformer spaces Back box 27 17/32"H x 27"W x 5 11/16"D Surface Door 27 25/32"H x 27 1/4"W x 1/2"D Flush Door 29 5/32"H x 29"W x 1/4"D CB-2U (R) or (B) Universal Back Box CD-2S (R) or (B) Surface Door, hinged on left CD-4S (R) or (B) Surface Door, hinged on right CD-2F (R) or (B) Flush Door, hinged on left CD-4F (R) or (B) Flush Door, hinged on right 3 Window - 42 Module and 4 transformer spaces Back box 36 3/16"H x 27"W x 5 11/16"D Surface Door 36 7/16"H x 27 1/4"W x 1/2"D Flush Door 37 13/16"H x 29"W x 1/4"D CB-1U (R) or (B) Universal Back Box CD-1S (R) or (B) Surface Door, hinged on left CD-3S (R) or (B) Surface Door, hinged on right CD-1 F (R) or (B) Flush Door, hinged on left CD-3F (R) or (B) Flush Door, hinged on right Battery Cabinets BE-1 S (R) or (B) Surface cabinet 16"H x 27 1/4"W x 8 57/64"D BT-1F (R) or (B) Semi flush trim ring for BE-1S 18 27/32"H x 30 1/8"W 14050 (R) or (B) Surface Cabinet 14 3/8"H x 14 3/8"W x 5"D 15216 (R) or (B) Semi flush trim ring for 14050 17 1/2"H x 17 1/2"W o CONTROL MODULES CU-2 Central Processing Unit: Includes control processor assembly with key pad, system indicators and 32 character alphanumeric back lighted status display. Function Switches Provided: System Reset, Aiarm Silence, Trouble Silence, Circuit Cutoff, Drill Test/Recall, Lamp Test, Program System, Enter, Back Space, Skip, No/Down, Yes/Up. Module Indications Provided: Green "Power On", Red "System Alarm", Amber "Alarm Silenced", "System Trouble", "Trouble Silenced", "Input Power Fault", "Standby Power Fault", "System Ground", and "CPU Fault", LEDS. Also 32 character backlighted LCD display for standard or custom loaded system alarm and trouble status readouts. Normal display is time and date. Current Draw: none (contained in MP-3 figures) Space Required: (5) module spaces Shipping Weight: 1.5 Ibs. 8B-1 Power/Control Buffer Module: Provides means of power and control distribution to control unit conventional initiation and signaling option modules. (1) BB-1 module is required for each conventional communication channel used within the control unit (Le.. input and output). A header for linking an additional buffer module within a communication channel group is provided on the module. Function Switches Provided: none Module Indications Provided: none Current Draw: Alarm = .006A Standby = .006A Space Required: (1) module space Shipping Weight: 1.01bs B8-2 Control Buffer Module: Provides means of control distribution to control unit AM, CI, SI and PR option modules. (1) BB-2 module is required when the printer/parallel communication channel is used within the control unit (Le.. printer, serial drive, analog/ addressabie or remote computer functions). Each buffer module has the capacity to buffer the full compliment of printer/parallel modules up to (1) PR, (8) AM, (1) SI and (2) CI modules. (Total of 10 modules) .-, l-"J SI-2 Serial Interface Module: Provides (2) power limited and supervised.(4) line data links for interfacing system control functions and system status reporting functions with up to (4) RDC-700A and/or other compatible serial drive remote annunciator/controller/ auxiliary control units on each circuit. Requires power from an AP-4 or MP-3 power supply. Functions Switches Provided: none Module Indications Provided: none Current Draw: Alarm = .2A Standby =.05A (1) module space 1 lb. Space Required: Shipping Weight: SI-3 Serial Interface Module: The SI-3 Serial Interface is a serial communication driver. The SI-3 provides a means of connecting remote displays and/or control units to the MPC-2000 Fire Alarm System Control Unit. Many different device units can be connected to the SI-3. The following supported units are: RDC-700A Thirty-Two Character Remote Annunciator *RDC-800 Eighty Character Remote Annunciator D700 Series LED/Incandescent Directory Annunciators G700 Series LED/Graphic Directory Annunciators R710 Remote Control Relay Units *Requires SME-1, LM-3, CM-104 Software Options The SI-3 module provides (2) power limited and supervised four line data/power links for interfacing system data to remote units. Up to (4) remote annunciator/ controller/driver units per circuit in any combination may be used. Power for the SI-3 module should be attained from an AP-4 or MP-3 power supply. Function Switches Provided: none Module Indications Provided: none Current Draw: Alarm = .331A Standby = .195A (2) module spaces 1.5Ibs. Space Required: Shipping Weight: CI-1 Communications Interface Module: Provides (1) supervised power limited RS232-D communications port for temporary connection to a remote computer for panel programming. CIS-1 software package is required. Requires power from an AP-4 or MP-3 power supply. Function Switches Provided: none Module Indications Provided: none Current Draw: Alarm = .1A Standby = .1A (2) module spaces 1.5Ibs. Space Required: Shipping Weight: CI-2 Communications Interface Module: Provides (1) supervised power limited RS232-D communications port for connection to a remote serial printer or CRT. Board provides for event history option. Requires power from an AP-4 or MP-3 power supply. . .' Function Switches Provided: none Module Indications Provided: none Current Draw: Alarm = .1A Standby = .1 A Space Required: Shipping Weight: (2) module spaces 1.5Ibs. PR-1 System Status Printer with Interface Assembly: Provides system interface and internal thermal panel printer for providing a timed and dated alpha-numeric log of all system trouble, alarm and restoration activities. Requires power from an AP-4 or MP-3. Function Switches Provided: advance paper Module Indications Provided: none Current Draw: Alarm = .050A Standby = .020A (4) module spaces 2.5Ibs. Space Required: Shipping Weight: 01-1 Digital Communicator Interface Module: Provides (4) dry form "C" contacts (trouble, alarm, supervisory, power fail) for connection to digital communicator. Contact Rating: 1amp @ 30VDC resistive Function Switches Provided: none Module Indications Provided: none Current Draw: none Space Required: (1) module space Shipping Weight: 1.00 Ibs. PD-1 Power Distribution Module: Provides 6 extra terminal connections for distributing power to panel and field connections. Function Switches Provided: none Module Indications Provided: none Current Draw: none Space Required: (1) module space Shipping Weight: 1.00 Ibs. PD-4 PowerlTerminal Distribution Module: Provides 16 sets of extra terminal connections for inter and intra cabinet connections. Function Switches Provided: none Module Indications Provided: none Current Draw: none Space Required: (1) module space Shipping Weight: 1.00 Ibs. BK-1 Blank Module: Provides means to cover (1) unused module space in the "CD/CB" enclosures. Function Switches Provided: none Module Indications Provided: none Current Draw: none Space Required: (1) module space Shipping Weight: .25 Ibs NOTE: For more detailed module function and feature description, refer to individual module data sheets. STANDARD SOFTWARE PACKAGE FEATURES AND FUNCTIONS System Reset Subsequent Alarm Silence (with acknowledge) Subsequent Trouble Silence Circuit Cutoff Functions: Zone Circuit Cutoff (software) Signal Circuit Cutoff (software) "Relay Cutoff (hardware) City Tie Cutoff (software) Drill Test Functions: Drill (with automatic city tie and auxiliary relay cutoff) Recall Lamp Test: automatically sequencing System Programming Matrix: assignments of zones to signals and/or auxiliary relays. Time Set: standard format with AM/PM, automatic leap year and optional daylight savings Date Set: month/date/year numeric format Service/Programming Lock-Out Code System Programmable Timers: (4) 5-255 seconds adjustable delay on (latching or non-latching) (2) 5-255 minutes adjustable cut out (latching or non-latching) (1) 5-255 seconds sig. siL inhibit System Testing Functions: . . Quick test (one man system device/field wiring testing with automatic watch dog timer) Internal Control Panel Diagnostics: Communications faults (CPU to modules and CPU to remote) Systems Ground Detection (positive and negative faults) System Brown Out Protection (au1omatically engaged and disengaged) Primary Power Input Supervision (loss and brownout) Standby Power Input Supervision (loss and low voltage) " Programmable Zone Alarm Verification: Manual and automatic device compatible Programmable Waterflow Operations: Silencing and non-silencing Programmable Supervisory Operations: Off-normal and restoration Programmable Signaling Formatting: System activation matrixing March time beat ringing Temporal code ringing Steady ringing Zone coded ringing Automatic adjustable timed silencing (time limit cut out) Automatic adjustable timed activation (pre- signal/general alarm) Audible/visual device formatting (silencing & non-silencing) Automatic Field Wiring Short Protection: Signal circuit short circuit disconnect Programmable Relay Formatting: . . System activation matnxlng Alarm activations System trouble activations March time beat formatting Temporal code formatting Continuous on formatting Automatic adjustable time cut out Automatic adjustable time delay on Alarm verification formatting (4-wire" smoke detectors) "First round of code formatting "Code condition formatting () Code Message Alpha-Numeric System: Alarm status display (auto-scrolling) Trouble status display (auto-scrolling) Automatic Alarm Information Priority Override " Remote Control and Status Display Port " Printer Activity Log Reporting Port "NOTE: Requires use of appropriate optional function modules, software, and/or devices to access. The above is an abbreviated listing of some of the features and functions available. Thru constant software enhancements and introduction of new hardware, many more operations are now available. A complete listing of features and functions may be obtained by referring to the individual component data sheets. OPTIONAL SOFTWARE PACKAGE FEATURES AND FUNCTIONS , ZCP-1 Zone Coding Package: Provides for assignment of (4) digit, (up to 15-15-15-15), (4) round positive, non-interfering, successive, prioritized zone coding and master coding. Package also allows for accessing of signal circuit and auxmary relay coded operation such as: code rate operation, 1 st round of code delay on, code condition on and march time beat! temporal rate after code. Also allows for California Code ringing. CIS-1 Computer Interface Package: Provides for access of CI-1 module's RS232-D port. Package provides software to upload, down load, edit and print out MPC stored system programming. Software will run on IBM compatible 386SXf16MHZ with EGA or better running Microsoft Windows 3.1, 4 Meg Ram, 2 Meg of usable hard drive space, serial port, mouse recommended. Includes 3.5" disks with manual. EH-1 100 Event History Software for CI-2 EH-4 400 Event History Software for CI-2 LM-3 Addressable Loop Message Chip for SI-3 (for up to 3 AM-1 's) CM-104 Conventional Loop Message Chip for SI-3 SME-1 Message Editor Software for SI-3 Provides for upload/download of 80 character messages for RDC-800 ."-.../ FIRE ALARM CONTROL UNITS - MPC 2000 Function Switches Provided: none Module Indications Provided: none Current Draw: Alarm = .11 OA Standby = .006A (1) module space 1.0Ibs. Space Required: Shipping Weight: MP-3 Main Power Supply Module: Provides a battery backed means of supplying up to 1.5 amp of filtered, regulated, non-resettable and 1.5 amp resettable @ 24VDC power limited operating power for control unit modules and/or "4-wire" detection devices. Module must be paired with (1/2) TX-1 transformer (filtered). Function Switches Provided: none Module Indications provided: none Current Draw: Alarm = .110A Standby = .100A (2) module spaces 2.0Ibs. Space Required: Shipping Weight: AP-4 Regulated Auxiliary Power Supply Module: Provides a battery backed means of supplying up to 1.5 amp @ 24VDC of filtered, regulated, resettable and 1.5 amp @ 24VDC non-resettable system operating power for the MPC-2000. This power is provided for operating control unit option modules and/or "4-wire" detectors that require resettable or non-resettable power. Moduie must be paired with (1/2) TX-1 transformer (filtered). Function Switch Provided: none Module Indications Provided: green "power on" and amber "trouble" LEDS. Current Draw: Alarm = .030A Standby = .030A (2) module spaces 2.0Ibs. Space Required: Shipping Weight: B.C-2 Battery Charger Module: Provides means of automatically charging 17-76 amp/hr. battery sets of lead acid, sealed lead acid, and gell cells. Module must be paired with (1/2) TX-1 transformer (filtered). Function Switch Provided: none Module Indications Provided: green "power on" and amber "trouble" LEDS. Current Draw: Alarm = .010A Standby = .010A (2) module spaces 2.0Ibs. Space Required: Shipping Weight: TX-1 FilteredlUnfiltered Power Transformer: Provides (1) ckt. 26-48VDC @ 3.0 amp of filtered power to MP-3, AP-4, or BC-2 module. Also provides (1) ckt. 19.5- 30VDC @ 3.0 amp of unfiltered power for AP-5 module. Current Draw: 2.5 A @ 120V AC 60 HZ. Space Required: (1) transformer space Shipping Weight: 6.5 Ibs. AP-5 Unregulated Auxiliary Power Supply Module: Provides a battery backed means of supplying up to 3.0 amp @ 24VDC of unfiltered, unregulated and non- resettable power. This power is provided for system signaling and auxiliary function devices. Module must be paired with (1/2) TX-2 transformer (unfiltered) or (1/2) TX-1 transformer (unfiltered). Function Switch Provided: none Module Indicators: green "power on" and amber"trouble" LEDS. Current Draw: Space Required: Shipping Weight: Alarm = .035A Standby = .035A (1) module space 6.5Ibs. TX-2 Unfiltered Power Transformer: Provides (2) ckts. 19.5-30VDC @ 3.0 amp each of unfiltered power for AP-5 module(s). Current Draw: Space Required: Shipping Weight: 2.5A @ 120VAC 60 HZ (1) transformer 6.5Ibs. INITIATION MODULES ZN-1' Style D/B Dual Zone Module: Provides (2) independently programmable, power limited and supervised conventional initiation zone monitoring circuits for compatible initiation devices. Each circuit can be configured for either Style "D" (Class "A") or Style "B" (Class "B") operation. Each circuit will accept either Class "A" (4-wire) or Class "B" (2-wire) wiring formats and/or devices. 'NOTE: ZN-1 or ZN-3 modules must be used if alarm verification is desired. Function Switch Provided: none Module Indication Provided: Individual red "alarm" and amber "trouble" LEDS. Current Draw: Alarm = .100A Standby = .020A (1) module space 1.0Ibs. Space Required: Shipping Weight: ZN-2 Style B Dual Zone Module: Provides (2) independently programmable, power limited and supervised conventional initiation zone monitoring circuits for compatible initiation devices. Each circuit can be configured for Style "B" (Class "B") operation only. Each circuit will accept either Class "A" (4-wire) or Class "B" (2-wire) wiring formats and/or devices. Function Switches Provided: None Module Indications Provided: Individual red "alarm" and amber "trouble" LEDS. Current Draw: Alarm = .100A Standby = .020A (1) module space 1.0Ibs. Space Required: Shipping Weight: ZN-3' Style D/B Dual Zone Module W/Hardware Cutoff Switches: Provides (2) independently programmable, power limited and supervised conventional initiation zone monitoring circuits for compatible initiation devices. Each circuit can be configured for either Style "D" (Class "A") or Style "B" (Class "B") operation. Each circuit will accept either Class "A" (4-wire) or Class "B" (2-wire) wiring formats and/or devices. 'NOTE: ZN-1 or ZN-3 modules must be used if alarm verification is desired. Function Switches Provided: Individual zone cutoff switches. Module Indications Provided: Individual red "alarm" and amber "trouble" LEDS. Current Draw: Alarm = .1 OOA Standby = .020A (1) Module (1) module space 1.0Ibs. Space Required: Space Required: Shipping Weight: AM-.1 Style 4/6/M7 Single Loop Module: Provides (1) Independently programmable, power limited and supervised inpuVoutput loop circuitforcompatibie analog/ addressable devices. The loop circuit can be configured for Style 4,6 and modified 7 operation. The module will accept either 2-wire or 4-wire wiring formats. Function Switches Provided: none ~od~,le Indications Provided: red "alarm", green scan and Individual amber "supervisory" and "trouble" LEDS. Current Draw: Space Required: Shipping Weight: Alarm = .1 OOA Standby = .1 OOA (2) module spaces 1.5 Ibs. SIGNALING MODULES SC-1 Style ZIY Dual Signaling Module: Provides (2) Independently programmable, power limited and supervised conventional signal monitoring/drive circuits for compatible audible and/or visual signaling devices. MaXimum load capability for each circuit is 2.5 amp @ 24VDC. Each circuit can be configured for either Style "l" (Class "A") or Style "Y" (Class "B") operation. Each circuit will accept either Class "A" (4-wire) or Class "B" (2- wire) wiring formats. Function Switches Provided: none Module Indication Provided: Individual amber "trouble/ status" LEDS. Current Draw: Space Required: Shipping Weight: Alarm = .100A Standby = .010A (1) module space 1.0Ibs. SC-2 Style Y Dual Signaling Module: Provides (2) Independently programmable, power limited and supervised. conventional signal monitoring/drive circuits for compatible audible and/or visual signaling devices. MaXimum load capability for each circuit is 2.5 amp @ 24VDC. Each circuit can be configured for Style "Y" (Class "B") operation only. Each circuit will accept Class "B" (2-wire) wiring formats. Function Switches Provided: none Module Indications Provided: Individual amber "trouble/status" LEDS. Current Draw: Alarm = .060A Standby = .010A Space Required: (1) module space Shipping Weight: 1.0 Ibs SC-3 Style Y Dual Controlled Signaling Module: ProVides (2) .Independently programmable, power limited and supervised conventional signal monitoring/drive CirCUits for compatible audible and/or visual signaling deVices. Maximum load capability for each circuit is 1.5 amp @ 24VDC. Each circuit can be configured for Style "Y" (Class "B") operation and will accept Class "B" (2- wire) wiring formats. Function Switches Provided: Individual "aut%ff/on" control switches Module Indications Provided: Individual green "normal", red "energized" and amber "trouble/off" LEDS. Current Draw: Space Required: Shipping Weight: Aiarm = .085A Standby = .025A (1) module space 1.0 Ibs. () AUXILIARY FUNCTION MODULES AR-1. Dual Controlled Auxiliary Relay Module: PrOVides (2) Independently programmable auxiliary relays. Each relay provides (1) "C" form dry contact rated for 5 amp @ 30VACNDC switching. Function Switches Provided: Individual "aut%ff/on" control switches Module Indications Provided: Individual red "energized/status" and amber "off normal/status" LEDS. Current Draw: Alarm = .085A Standby = .010A (1) module space 1.0Ibs. AR-2 Dual Auxiliary Relay Module: Provides (2) Independently programmable auxiliary relays. Each relay provides (1) "C" form dry contact rated for 5 amp @ 30 V ACNDC switching. Function Switches Provided: None Module Indications Provided: "energized" LEDS. Current Draw: individual red Alarm = .075A Standby = .010A (1) module space 1.0Ibs. AR-3 Style Y Dual Auxiliary Relay Driver Module: Provides (2) independently programmable supervised conventional auxiliary relay driver circuits. Each circuit provides a 24 VDC reverse polarity type Style "Y" (Class "B") (2-wire) connection for operating compatible R711 polarized relays. Function Switches Provided: Individual "aut%ff/on" control switches Module Indication Provided: Individual green "normal", red "energized" and amber "trouble/off" LEDS. Current Draw: Alarm = .085A Standby = .025A (1) module space 1.0Ibs. CT-1 Universal City Tie Module: Provides programmable, power limited and supervised (where applicable) city tie formats for leased line, local energy and shunt type connections. Lease line (remote station) formats are provided for single line (alarm or alarm/ trouble), dual line (alarm or alarm/trouble and supervisory) and triple line (alarm, trouble, and supervisory). none (disconnect Function Switches Provided: available thru software) Module Indications Provided: disconnected" LED. Current Draw: amber "trouble/ Alarm = .070A Standby = .020A (1) module space 1.5Ibs. 'J Space Required: Shipping Weight: Space Required: Shipping Weight: Space Required: Shipping Weight: Space Required: Shipping Weight: COMMUNICATOR .-"-., , The Faraday DC-1 00/1 01 is a four channel "slave" digital communicator designed to monitor UL listed local fire alarm systems. The installer can configure the Inputs as either a voltage input, active high or low, or a contact closure input. The inputs can be wired as eithersupervlsed or non-supervised. The different channels are listed below: Channel 1 (Zone 1): Channel 2 (Zone 2): Channel 3 (Zone 3): Channel 4 (Zone 4): Fire Alarm Fire Trouble Sprinkler Supervisory Undefined Alarm Consult sheet FAlC-2-6 for a list of compatible receivers and features. ACCESSORIES - RDC-700A Remote Display/Controller Unit: Provides complete remote visual system status display with audible buzzer and remote system control station which interfaces to the MPC-2000 control unit via a (4) line supervised data link from the SI-2 or SI-3 moduie. Up to (4) RDC-700A units may be paralleled together and driven on each circuitfrom the SI-2 or SI-3 module. The RDC-700Aalso provides a 5 digit security access code for lock out of unauthorized use ofthe system control function keypad switches, Individual system control function switches may be enabled or disabled by individual programmmg Jumpers at time of installation so that custom (limited) control access can be achieved at any or all particular remote units. RDC-800 Remote Display/Controller Unit: Same as RDC-700A except 80 character (40 x 2) display. Software for SI-3 required for full 80 character display. ROC Function Switches Provided: System reset, alarm silence, trouble silence, drill test/recall, lamp test Indications Provided: green "power on", red "system alarm", amber "alarm silenced", "system trouble" and "trouble silenced" LEDS. Also 32 or 80 character aiphanumeric back-lighted LCD display for all standard or custom loaded system alarm and troubi~ status readouts (auto-scrolling). Normal display IS time and date. . Wiring: (2) twisted pair, #20 awg. min, 2000 It maximum Current Draw: Alarm = .065A Standby = .055A Space Required: Standard 5 gang box (by others~ Shipping Information: Weight: 1.5 Ibs., DimenSion: 4.5"H x 10"L x 1.75"D ,', i:.J 0700 Remote LEDllncandescent Directory Style Serial Drive Annunciators/Controllers G700 Remote LED/Incandescent Custom Graphic Serial Drive Annunciators/Controllers R710 Remote AlarmlTrouble Serial Drive Remote Relay Units R711 Remote Polarized Control Relay Units RPR-100 Remote Printer: 80 column serial printer for complete log of all events and restorations. Duplicates system display information. CRT-100 Remote CRT: 14" Diagonal flat screen. Displays up to 26 lines by 80 columns, Used for display of system reporting information only. BATTERIES & CABINETS 14049 Battery Set: Provides 18 amp/hr of rechargeable system standby power at 24VDC. Construction is maintenance free sealed lead-acid. Space Required: (1) "BE" or 14050 system battery enclosure Shipping Information: Weight: 25 Ibs., Dimension: 7.25"H x 3"L x 6 5/8 "D per cell (2 required) 14053 Battery Set: Provides 24 amp/hrofrechargeable system standby power at 24VDC. Construction is maintenance free sealed lead-aCid. Space Required: (1) "BE" system battery enclosure Shipping Information: Weight: 34 Ibs. Dimension: 7"H x 7"L x 5"D per cell (2 required) 14052 Battery Set: Provides 38 amp/hrof re-chargeable system standby power at 24VDC. Construction is maintenance free sealed lead-aCid. Space Required: (1) "BE" system battery enclosure Shipping Information: Weight: 60 Ibs. Dimension: 8"H x 7"L x 7"D per cell (2 required) 14051 Battery Set: Provides 65 amp/hr of rechargeable system standby power at 24VDC. Construction is maintenance free sealed lead-acid. Space Required: (1) "BE" system battery enclosure Shipping Information: Weight: 100 Ibs. Dimension: 14"H x 7"L x 7"D per cell (2 required) 401287/BE-1SR: Red Surface Battery Enclosure Dimension: 15-23/32" x 27" x 8-3/4" 401288/BE-1 SB: Black Surface Battery Enclosure Dimension: 15-23/32" x 27" x 8-3/4" 401289/BT-1FR: Red Semi-Flush Trim for BE-1SR Dimension: 18-27/32" x 30-1/8" 401290-BT-1FB: Black Semi-Flush Trim for BE-1SB Dimension: 18-27/32" x 30-1/8" FIRE ALARM INITIATING DEVICE - 9163 The 9163 uses a sensor address between 01 and 99 on an MPC-2000 AM-1 module's loop circuit. The 9163 is regularly scanned by the AM-1 and checked for its' current sensor and chamberstatus (Le.. missing/fault-trouble, humidity, environmental dirt, temperature, trace smoke, and other 9/94.FAI51.PM5PBT ~ _ CCOPYRIGHT1994 FARADAY INC. " FEATURES . UL Listed, S911 VOL. 22 SEC. 1 ULC Listed, CS308 VOL. XII . CSFMListed,#7271-1209:106 . FMApproved,#OV2A3.AY . MEA Approved,#427-91-E VOL. 3 . Unique unipolar dual chamber: - superior stability - withstands wind gust to 40 feet per second - analog sensitivity selectable: low (2.0%), medium (1.6%), high (1.3%) . Used with the MPC-2000, AM-l module High level EMF / RFI immunity circuity Separate sensor and base desi~n for easy interchange with other compatIble photoelectronic, ionization and thermal sensors . SEMS screw terminals for positive field wiring connection . Integral dial entry of unique device address . Powered as a "2- wire" device by the MPC-2000 AM-l module . Built-in magnetic test switch . Remote analog test accessible from the MPC- 2000 control . Dual integral red status LEOs for 3600 viewing . Built-in tamper resistant flush or surface mounting . Rear sealed against dirt and back pressure . Removable cover and insect-resistant screening allows for easy field cleaning of sensor . Remote alarm LED (9180) compatible . Crafted in the USA ~ DESCRIPTION MADE IN USA The 9163 analog/addressable (intelligent) ionization smoke detector provides performance and serviceability features which surpass those currently offered by similar conventional detectors. Some of these features include point of alarm identification, point of sensorselectable sensitivity settings, point of trouble identification and automatic point of monitor maintenance required identification. The above features, when combined with the user friendly MPC-2000 control unit and AM-1 addressable / analog module, allow the architect/ engineer and installer/service person to provide the end user with a flexible, custom tailored and trouble free fire alarm system. OPERATION CJ) W - a: o CJ) CJ) W (.) ~ ~ a: ~ (.) W I- W C W ~ o :E en z o ~ ~ z Q C) o ...J < Z < contaminations). In addition, other conditions are reported to the main control by the sensor devices (Le.. maintenance required, sensitivity level, verification and alarm). These status are reported by device location to the MPC-2000 control unit. The MPC-2000 will interpret and respond to the analog data as programmed. Each time the 9163 is scanned the integral red visible LEDs will flash and in the case of an alarm condition, the LEDs will illuminate and latch on until the system is successfully reset. APPLICATION NOTE: All wiring must conform to applicable codes, ordinances and regulations. NOTE: Verity that all sensor bases are installed and that the wiring polarity is correct at each base. WARNING: Remove power from the loop before installing sensors. --- 1.) Install sensors: A.) Verity that the sensor type matches the base label and type specified forthe particular location. B.) Setthe address onthe sensor to match the base label and the address specified forthe particular location. C.) Place the sensor into the base. D.) Turn the sensor clockwise until it pushes into place. E.) Continue turning the sensor clockwise to lock it in place. W ...J lEI < en en w a: c c < 2.) Detector type, location and spacing may require special attention in certain installations. Refer to NFPA-72E "Automatic Fire Detectors" for specific guidelines for detection devices. . ('I) CO .... en ~ C < a: ~ FAil-51 FIRE ALARM INITIATING DEVICE - 9163 TECHNICAL en !:!:! Voltage: 15.28VDC a: StandbY Current: 200J.1A g Alarm Current: 5mA f3 Sensltlvltv: Low - 2.0% Medium - 1.6% High. 1.3% (.) Max. Air Velocitv: 1500 ft/min. (.) <C Sensor TVDe: Unipolar Dual Chamber ~ Operatlna TemDerature RanQe: 320F (DOC) to 1200F (490C) Relative Humiditv: 10% to 93% a: o Weight: Sensor 50z., Base .15Ibs. I- Dimensions: Sensor - 4"dia. x 2.5"h., Base - 6.1"dia. x 0.5"h (.) W MountlnQs: 4"sq. w\o pI. ring, 4"oct., 3.5"oct., 1 gang 1.5"d. ti Finish: Off.White Lexan C W ::.::: o :E en z o ti !::::! z Q ORDERING () .-' ,~ I1..:AlWSCFlEEN Order # 9163 Description (1551) Addressable I Analog (intelligent) Ionization Smoke Detector (B501 B) "2-Wire" Base (B501BH) "4-Wire" Audible Base (RA400Z) Remote Alarm LED 9155 9156 9180 (These devices are OEM Manufactured for Faraday by System Sensor) LED C) o ...J <C Z <C 6.1" I I ~~w TEST MODULE SOCKET -- LED REMOTE ANNUNCIATOR W ...J a:l <C en en w a: c c <C (- IN) (+ IN) CAUTION: DONOTUSELOOPEDWIRE UNDER TERMINALS 1 AND2. BREAK WIRE RUNTO PROVIDE SUPERVISION OF CONNECTIONS. r----i ~, I I I I I h I I , I I I n I 9163&9155 I I I I I I IL___________~==-----~I L - - - - - - - - - - - - '-C ~O~;:;:~;T~ STYLE "6" (OPTIONAL) MPC-2000 CONTROL AM-1 MODULE 9180 (+ OUT) (- OUT) M CD ,.. 0) ~ C <C a: ~ SUPERVISED POWER LIMITED WARNING _ The information contained in this document is intended only as a summary and is subject to change without notice. The devices described in this document have specific instruction sheets which cover various technical, limitation and liability information. Copies of these instruction slleets and the General Product Warning and Umitations Document, which also contains important information. are provided with the product and are available from the ManufactlJrer. Information contained in these documents should be consulted belore s ifying or using the product. For lurther information or assistance concerning particular problems contact the Manufacturer. ~ /805 South Maumee Street /Tecumseh, Michigan USA 49286/517- 423-2111/ FAX 517- 423-2320 FIRE ALARM INITIATING DEVICE - 9182 FEATURES . UL Listed, S2101 VOL. 3 SEC. 1 . ULC Listed, CS630 VOL. I . CSFM Listed, #7270-1209:1 05 . FMApproved,#Ox4A7.AY . MEAApproved,#167-93-E . Dual electronic thermistors . Sensitivity - 1350F Fixed temperature alarm with rate of rise detection . Used with the MPC-2000, AM-1 module . Completely sealed and shielded electronics . High level EMF / RFI immunity circuity . Separate sensor and base design for easy interchange with other compatible photoelectronic, ionization and thermal sensors . SEMS screw terminals for positive field wiring connection . Integral dial entry of unique device address . Powered as a "2- wire" device by the MPC-2000 AM-1 module . Built-in sensor test switch and test module socket . Remote analog test accessible from the MPC- 2000 control . Dual integral red status LEOs for 3600 viewing . Built-in tamper resistant direct surface or electrical box mounting . Rear sealed against dirt and back pressure . Easily accessible sensing chamber for easy field cleaning . Remote alarm LED (9180) compatible . Crafted in the USA ~ "'ADE IN US... DESCRIPTION The 9182 analog /addressable (intelligent) thermal heat detector provides performance and serviceability features which surpass those currently offered by similar conventional detectors. Some of these features include point of alarm identification, point oftrouble identification and automatic point of monitor maintenance required identification. The above features, when combined with the user friendly MPC-2000 control unit and AM-1 addressable / analog module, allow the architect/ engineer and installer/service person to provide the end user with a flexible, custom tailored and trouble free fire alarm system. OPERATION The 9182 Thermal Sensor's unique dual thermistorsensor will monitor the ambient temperature, responding to a 1350F temperature change or an ambient temperature change of 150F per minute. The thermistor sensor allows for good response to rapid increases in temperature. en w - II: o en en w u u c:( ~ II: o en z w en .J c:( :::E IX W :t l- e" o ..J c:( Z <( 9182 ADDRESSABLE / ANALOG HEAT & BASE The 9182 uses a sensor address between 01 and 99 on an MPC-2000AM-1 module's loop circuit. The9182 is regularly scanned by the AM-1 and checked for its' current sensor and chamber status. These status are reported by device location to the MPC-2000 control unit. The MPC-2000 will interpret and respond to the analog data as programmed. Each time the 9182 is scanned the integral red visible LEDs will flash and in the case of an aiarm condition, the LEDs will illuminate and latch on until the system is successfully reset. APPLICATION NOTE: All wiring must conform to applicable codes, ordinances and regulations. NOTE: Verify that all sensor bases are installed and that the wiring polarity is correct at each base. -- W .J WARNING: Remove powerfromthe loop before installing In sensors. c:( en en w II: Q Q c:( 1.) Install sensors: A.) Verify that the sensor type matches the base label and type specified forthe particular location. B.) Set the address on the sensor to match the base label and the address specified for the particular location. C.) Place the sensor into the base. N D.) Turn the sensor clockwise until it pushes into CO place. a; E.) Continue tuming the sensor clockwise to lock it > in place. <( 2.) Heat (thermal) detectors should be used for property Q protection only. Reliance should not solely be placed <( on these detectors for life safety. Where life loss is a IX concern smoke detection should be used. .A u:: 3.) Detector type, location and spacing may require special attention in certain installations. Refer to NFPA-72E "Automatic Fire Detectors" for specific guidelines for detection devices. 10 I 94.FAI5O.PM5PBT ~ __ ~COPYRIGHT 1994 FARADAY INC. FAil-50 FIRE ALARM INITIATING DEVICE. 9182 en w - a: o en en w o o c:( olS a: o en z w en ..J c:( == a: w J: I- ~ o ..J c:( Z c:( TECHNICAL Voltage: 15-28VDC Standbv Current: 2001JA Alarm Current: 5mA Sensitivity: 1350F Fixed Temperature, Rate-at-Rise Sensor Type: Electronic, Dual Thermistors Finish: Off-White Lexan Soacing: 50 ft. max. Weioht: Sensor 5oz., Base .15Ibs. Installation Temperature: +320F (OOC) to 1 OooF (380C) Ooerating Humiditv Ranae: 10% to 93% Relative Humidity Dimensions: Sensor - 4"dia. x 2.5"h., Base - 6.1 "dia. x 0.5"h Mountinas: 4"sq. w\o pI. ring, 4"oct., 3.5"oct., 1 gang 1.5"d. t) ORDERING Order # 9182 9155 9156 9180 Descriotion (5551 R) Addressable / Analog (intelligent) Heat Rate-Of-Rise-Sensor (B501 B) "2-Wire" Base (B501 BH) "4-Wire" Audible Base (RA400Z) Remote Alarm LED (These devices are OEM Manufactured for Faraday by System Sensor) CONFIGURATION -- 4" 6.1" W ..J m c:( en en w a: c c c:( N CO ~ Ol ~ C c:( a: Lf REMOTE ANNUNCIATOR CAUTION: DONOTUSELOOPEDWIRE UNDER TERMINALS 1 AND 2. BREAK WIRE RUN TO PROVIDE SUPERVISION OF CONNECTIONS. MPC-2000 CONTROL AM-1 MODULE .----------- , (+ OUT) (-OUT) (-IN) (+IN) '1--, , r,: 9182&9155 , ' , ' l_~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~__ ~ COMPARABLE TO STYLE "6" ~ SUPERVISED (OPTIONAL) POWER LIMITED WARNING - The inlonnation contained in this document is intended only as a summary and is subject to change without notice. The devices described in this document have specific instruction sheets which cover various technical, limitation and liability Information. Copies of the56 Instruction sheets and the General Product Warning and Umitalions Document, which also contains important Information, ara provided with the product and are available from the Manufacturer. Information contained in these cIocuments should be consulted before specifying or using the product. For further information or assistance concemln partlCl.llar problems contact the Manufacturer. ~ /805 South Maumee Street / Tecumseh, Michigan USA 49286/517- 423-2111/ FAX 517- 423-2320 FIRE ALARM INITIATING DEVICE - 9158 FEATURES . UL Listed, S3705 VOL. 2 SEC. 1 . ULC Listed, CS669 VOL. I . FM Approved, #OVOA4.A Y . CSFM Listed, #7300-1209:104 . MEA Approved, #427-91-E VOL. 3 . Operates with the MPC- 2000, AM-1 module . Powered as a 2-wire device by the MPC- 2000, AM-1 module . Compact size for mounting (single gang box) . Class "8" (style "8") wiring and supervision to monitored device . Approved for monitoring automatic I manual fire, waterflow and supervisory devices . E.O.L. Resistor included with the unit . USA Crafted ~ MADE IN USA . .j DESCRIPTION The 9158 addressable mini-monitor module provides a 2-wire Class "B" (style "B") initiating circuit for normally open dry contact fire alarm and supervisory (tamper) devices. The 9158's small size and light weight design allow it to be installed inside a single gang box andlor inside or behind a device being monitored without being rigidly mounted. The 9158 addressable mini-monitor module may be used to monitor a single unit, "zone" of units, 4-wire separately powered smoke detectors, manual stations, water flow switches, tamper-supervisory switches or other dry, normally open contact initiation devices. The 9158 uses a module address between 01 and 99 on an MPC-2000 AM-1 module's loop circuit. The 9158 is regularly scanned by the AM-1 and checked for it's current monitored device(s) status (Le.. open -trouble, normal, shorted-alarm). Once the AM-1 has received the status data the MPC-2000 will interpret and respond to this data as programmed. en w - a: o en en w o o or:( c z or:( W .J ::::) C o ::::E CAUTION: Do not connect wiring to the a: control unit or modules, or apply any power to 0 any portion of the system until after the circuit !::: test has been performed. Z NOTE: All wiring must conform to applicable 0 local codes, ordinances and regulations. ::::E 1.) Install module wiring in accordance with ...!. the job drawings and appropriate wiring ~ diagram. :E 2.) Set the address on the module per job plans. 3.) Place the module in its desired mounting position. 4.) Repeat procedure above for all modules. ~ ~ , , 9158 MINI MONITOR MODULE APPLICATION W .J m <C en en w a: c c or:( TECHNICAL Voltage: 15-28VDC Alarm Current: 5mA Standby Current: 230J.lA Max. ~ TemDerature Range: 320F (OOC) to 1200F (490C) ,... en Relative Humiditv: 10% to 93% Weight: 1.2 oz Dimensions: 1-1/4" H x 2-5/8" W x 1/2" 0 ORDERING ~ C <C a: ~ ORDER # 9158 DESCRIPTION (M501 M) Addressable Mini Monitor 1 0 I 94. FAI4'.PM5 paT ~ __ ~COPYRIGHT1994FARADAYINC. FA II - 46 en w - a: o en en w o o c::c c Z <t w ...J ::) C o == c:: ~ - z o == I - Z - == W ...J m c::c en en w a: c c <t GO 10 .... 0') ~ C <t a: ~ FIRE ALARM INITIATING DEVICES - 9158 DIMENSIONAL DATA (j ~~ Vv Wire length = 6" min INSTALLATION DATA TYPICAL STYLE "B" (2-WIRE) INITIATING CIRCUIT CONFIGURATION OF A 9158 MINI MONITOR MODULE SUPERVISED POWER LIMITED ADDRESSABLE I ANALOG (+) LOOP CIRCUIT ( _ ) rr (-)} TO NEXT _ ADDRESSABLE r (+) ANALOG DEVICE '. 9158 "ON'TOR "OOULE (SYSTE" SENSOR "501") "OOULE @ITJ@ - + ... - y SUPERVISED POWER LIMITED 47K END OF LINE RESISTOR NOTES: 1.) THE INITIATING CIRCUIT IS CURRENT LIMITED TO 230J.IA MAX. 2.) DO NOT MIX FIRE & SUPERVISORY (TAMPER) DEVICES ON THE SAME MODULE DETECTION LOOP. 3.) INITIATING CIRCUIT REQUIREMENTS - MAX. LENGTH 2500 FT. MAX. RESISTANCE 20 OHMS 4.) DO NOT PUT "2-WIRE" (ZONE POWERED) SMOKE DETECTORS ON MONITOR MODULE INITIATING LOOP. WARNING - The informatioo contained in this document is intended only as a summary and is subject to change without nolice. The devices described in this document have specific instruction sheets whict1 cover various teChnical. limitation and liability in/ormation. Copies of these instruction sheets and the General Product Warning and Limitations Document, which also contains important information, are provided with the product and are available from the Manufacturer. Information contained in these documents should be consulted before speci in or using the product. For further information or assistance concerning particular problems contact the Manufacturer. ~ /805 South Maumee Street / Tecumseh, Michigan USA 49286/517- 423-2111/ FAX 517- 423-2320 FIRE ALARM INITIATING DEVICES - F1G SERIES FEATURES . All Metal Construction . Breakglass or Non-Breakglass Operation . Enclosed Switch . UL Listed, File S423 . CSFM Listed, Listing 7150-065:104 . BSA Listed, Calendar No. 524-77SA . IBEW./USA. Crafted GENERAL INFORMATION The Faraday non-code manual stations are of all metal construction and are available with contact arrangements to meet all fire alarm system requirements. The rugged construction and recessed pull lever provide high resistance to inadvertant operation due to sudden shocks, vibrations or accidental contact with moving objects. The breakglass rod also acts as an added deterrent against false operation. The manual stations can be semi-flush mounted on a standard single gang box, a four-inch box with 3/4 inch raised single gang plaster ring or surface mounted on an F4 surface backbox. Other features include a compartment for storing a spare glass rod, an enclosed switch and provisions for testing the station. All contacts are rated at 3 amp., 120VAC or .5 amp., 125VDC. OPERATION ALARM To actuate the manual station requires a firm downward pull of the recessed pull lever. Such action locks the lever in the operated (down) position, breaks the glass rod and actuates the switch creating an alarm condition. For convenience the glass rod breaks into two pieces eliminating the need to remove glass fragments. RESET To restore an operated manual station to normal standby condition requires the use of a standard Allen head key. The latch, located just above the nameplate, is turned a quarter turn to the left. This allows the front of the station to swing down and allows the pull lever to be reset in the normal standby (up) position. Replacement of the glass rod is not necessary to reset the station. However, a spare glass rod is provided and can be stored directly inside the station. To lock the station turn the Allen head latch a quarter of a turn to the right. A standard Allen head key is supplied with each station. TEST To test the manual station, the Allen head latch is turned and the front of the station swings down. This action operates the switch and activates the alarm system. To restore the station to normal, merely close the frontplate and turn the Allen head latch a quarter of a turn to the right. en w - a: o en en w u u c CI 2 C en 2 o - ~ I- m w CI o u ORDERING INFORMATION 2 o 2 .... C ;:) 2 C :t en w - a: w en c:>> "" LL ~ CI C a: C LL CATALOG NUMBER F1GT F1GGT F1GHT DESCRIPTION tact, Terminals 2 N:O:' ontacts, Terminals on initiation contact 1 N.O., 1 N.C. Contact, Terminals on initiation contact ACCESSORIES F4 - Surface Mounting Box F451173 - Double Action Adapter F340971 - 10 Additional Breakglass Rods F340972 - 10 Additional Allen Head Keys F001 - Weatherproof Box These instructions do not purport 10 cover all the details or variations in the equipment described, nor do they provide for every possible contingency to be met in connection with installation, operation and maintenance. All specifications subject to change without notice. Should further information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the maner should be referred to FARADAY INC., Tecumseh, Michigan. 11/89-8p",935 ~ _ @ COPYRIGHT 1989 FARADAY INC. FA/I-1 FIRE ALARM INITIATING DEVICES - F1G SERIES SAMPLE SPECIFICATIONS Furnish and install where located on the drawings non-code manual pull stations. The stations shall be single action, pull down type with operating instructions provided on the front of the station in raised letters. The stations shall be of all metal construction, finished in fire alarm red and shall be capable of proper operation with or without a breakglass rod. Stations using any plastic parts other than the switch body or requiring the use of a glass rod to maintain a standby condition shall not be acceptable. Upon operation the actuating lever shall lock into the alarm position and remain so until manually reset. A key or wrench shall be required to gain access for resetting the station, testing the station or replacing the glass rod. Stations with test features that do not test the actual station actuating switch shall not be acceptable. Stations shall contain one nonmally open alarm contact (and one normally open, or normally closed annunciator contact). Wiring to the fire alarm system initiating circuit shall be via pressure type screw terminals. Separate terminals for in and out wiring shall be provided. en 1&1 - a: o en en 1&1 U U CI: CII 2 CI: en 2 o - ti t- en 1&1 CII o U 2 o 2 ... CI: ::::J 2 CI: :IE en 1&1 - a: 1&1 en c:I "" u. ~ CII CI: a: ~ . @0 . TOP CAT. Nil. F4 3 9132' 53/16' . ~IJ . 4' r' r17/8'---1 l I i~1 I 2118'~ iVT: Ltr---.., ,--111 11/16' t ~__~___J JI ~ 1/2" & 3/4" Combination pipe K.O. on top & bottom ends of box. Material. 'Y1e" steel Finish. Fire Alarm Red Fig. 2 Outline Dimensions 01 F4 Surface Mounting Box Tomalnlalnpropersupervislonollnmallngclrcultathsfollowlnll WlrinllDlsllrammuslbe!ojlowedEXACTlYI r......ln... will acupI 114 AWO Of Im&'''' w;r.. _ wl"ll1t10 AWG Of 112 AWG wi.. uOO ""ndultlormIMIPV10lll.FOfoqu_llor connectlOnolw.... eont..:tR:ltlnga:3At25V"C .Ml25VOC Pl;tllll__MOTtot>e.-ln ttlIlnltilllngclreull -'_."'onlyf""UllP_nt~ d"""..(."n""".""",..c.._1 (No....P\qI.ollloado...""y""unlU wllhauppl_taI0onlO1:1l.) fel011 B"~ C~ Ow'll, ~ ~. y'-" a> '" III dll'2....... -<-1~ -rl~ -H~ t ~i'I~ ~ ~l ~.' an F1GT FlOOT FIGHT NON-CODED MANUAL STATION () 0 PULL DOWN 4875" L [?D[;2B '50. MAX ALARM i lB7....J L.6B7" 3.75" NOTE: For stations screw terminals 2" minimum depth required. Fig. t Outline Dimensions 01 Fl slallon '""---....."""""'.......-... \;"...,,<I....."....-~I. 17 ,. I ,. I \'..-........'.. ,_.....,. I t I r--LI I~~ r.J-- "-4~~ '-t '-_.__---~ ..". ,~ ~'_'o"__ (F4 surface box also required) Fig. 3 Outline Dimensions 01 FOOl Weather Prool Enclosure HINGE RIVET ALUMINUM ADAPTER OPEN 4 OUTLET BOX CLOSED MTG. HOLES I o Fig. 4 Instructions lor Fl series Non-Code Slatlona Fig. 5 Oulllne dimensions 01 F451173 Double Action Adapter ~ I B05 South Maumee Street I Tecumseh, Michigan 492B6 I 517-423-2111 ~ FAX 517-423-2320 I..) 6230/6250 Horn Features . 6230 & 6250 Series Contactless Electron- Mechanical design, resulting in no contact generated interference (Patent#5,596,4 77) . 24 Vdc units available with 15/75, 30/75, 60/75,75 or 110 candela strobes . Penetrating mechanical sound with low operating current . Lightweight plastic grille design . Horn/strobe can be wired togetherorindependently . 6230/6250 or6235/6255 Weather-proofwhen used with 3014 or3015 box . Standard strobe units or synchronize strobe units with 5406 sync control module . Screw Terminals accept#12 Awg. . ADA/UL 1971 Horn-strobe versions . UL Listed, standard 464, file E4300 (ULSZ). All other listings pending . IBEW / USA 9001 Quality Crafted (i) ~ The 6230/50 Series of Electron-Mechanical Horns combine state of the art electronics with the rugged proven durability of an electro-mechanical horn. The combination of electronics and mechanics provides all Engineering Specifications Notification device shall be a Faraday Series 6230/6250 horn/horn strobe listed to standard UL 1971 for the Hearing Impaired and shall be approved for fire protective Service. Strobe shall be wired as a Primary Signaling Notification Appliance. Strobe shall also comply with the Americans with Disabilities Act (ADA) requirements for visible signaling appliances. Strobe shall operate on 24 VDC from a regulated DC supply or full-wave rectified, unfiltered supply. The signaling strobe shall be powered from a non-coded power supply when powered with the horn or \ ,. . ,...'}'~ ~l~ ~~ ~;I ~ . .-:. - ~ OJ '.-'. JI .-1 , . '~!i ,.... "- ..,,~ 6234/6254 Horn/Strobe of the maximum penetrating sound power of a electro- mechanicai horn while eliminating problems associated with contacts. The 6230/50 series removes the effects of inrush and RFI noise associated with contact operated electromechanical devices. This design also eliminates the possibility of building dust and dirt contaminating the contacts. The construction of the horn and horn / strobe allows for either surface or flush mounting on a standard 4-inch square back box. Units can also be weather-proof when used with 3014 or 3015 box. (Part numbers 6230/6250 horn, 6235/6255 horn strobe) The 6230/50 and 24Vdc horns are over twice as loud as UL requirements for Fire Alarm use. Because of the energy efficient design, the 6230 units draw only 38 ma. Current draw is the same whether connected to filtered or unfiltered power supplies. Screw terminals are provided for the horn. The strobe is configured to operate independently from the horn. The units with an integral ADA or standard strobe have a Xenon flashtube with solid state circuitry for maximum reliability and efficiency. The Faraday "ElM', "G/R', "J/I", "K!Y", "UZ' series strobe has a rounded dome shape made of clear Lexan. "FIRE" letters are visible on the front mounting plate. The overall lens is 2.0" x 2-7/8" with a height of 1-3/8" (See Candela ratings on reverse side). Grille dimensions are 5-5/16 x 5-5/16". powered independently. Visual signaling devices are to be installed in all non-sleeping, corridor and sleeping areas per plans and specifications. The strobe light shall consist of a xenon flash tube and associated lens with flash system. 6200 series notification devices shall be capable of mounting to a standard 4" x 4" x 1 1/2" box. The same unit can be used in flush or surface mounting configuration. Strobes/Horns are rated for weather-proof applications when specified. The Horns have no contacts and operate in 400 to 700 Hz range. ~ 805 S.Maumee St. Tecumseh Mi. 49286 Ph. 800-465-7115, Fx.800-552-3557, http://www.faradayinc.com FAlS-62 , '25nt;1:tERIES;;: Elect'n:"MBCliBnICiJltih/o' ;7it )\:Hon1'ir.;StrD/1ii""!l~~ "';~~ /,;!r':;;'1\~ iik,ttS,,~,o/t'Si:;_l;;;: :;;P~h7~i3l;~1Ij(';'''':<fr''/'';''~'*/^ "\f}rtk!'i!t;I'j,%"~:)j,,,,,',,,n0~~""\'i' :i:!',-..-+\~l!:lf?\~> Typical Part Number Voltage Hom Current dB Rating at 10' .. 6230B-0-(*)-24-DC ............ 24VDC ......... 38ma ...................... 96dB 6250B-0-(*)-24-DC ............ 24VDC ......... 65ma ...................... 100dB HornlStrobes DC Homs /J Typical Part Number Voltage Candela Strobe Current Hom Current dB Rating at 10' 6234B-E-(*1-24-DC~. 24Vdc .~....E-15/75Cd ...............59ma ...................... 38ma ...................... 96dB 6234B-M-( )-24-DC.... . ..~...........M-15/75cdsync. .....59ma ...................... 38ma ...................... 96dB 6234B-G-(*)-24-DC ........... 24Vdc ...........G-30/75cd ...............89ma ...................... 38ma ...................... 96dB 6234B-R-(*)-24-DC ........... 24Vdc ........... R-30/75cd sync. ......88ma ...................... 38ma ...................... 96dB 6234B.J-(*)-24-DC ............ 24Vdc ...........J-60/75cd ................ 155ma .................... 38ma ...................... 96dB 6234B-T-(*)-24-DC ............ 24Vdc ........... T-60/75cd sync. ...... 154ma .................... 38ma ...................... 96dB 6234B-K-(*)-24-DC ........... 24Vdc ........... K-75cd .................... 164ma .................... 38ma ...................... 96dB 6234B-Y-(*)-24-DC ........... 24Vdc ........... Y-75cd sync. ........... 170ma .................... 38ma ...................... 96dB 6234B-L-(*)-24-DC ............ 24Vdc ........... L-110cd .................. 249ma .................... 38ma ...................... 96dB 6234B-Z-(*)-24-DC ........... 24Vdc ...........Z-110cd sync. ......... 249ma .................... 38ma ...................... 96dB 6254B-E-(*)-24-DC ............ 24Vdc ........... E-15/75cd ...............59ma ...................... 65ma ...................... 100dB 6254B-M-(*)-24-DC ........... 24Vdc ........... M-15/75cd sync. .....59ma ...................... 65ma ...................... 100dB 6254B-G-(*)-24-DC ........... 24Vdc ........... G-30/75cd ............... 89ma ...................... 65ma ...................... 100dB 6254B-R-(*)-24-DC ........... 24Vdc ...........R-30/75cd sync. ...... 88ma ...................... 65ma ...................... 100dB 6254B.J-(*)-24-DC ............ 24Vdc ...........J-60/75cd ................ 155ma .................... 65ma ...................... 100dB 6254B- T-(*)-24-DC ............ 24Vdc ........... T-60/75cd sync. ...... 154ma .................... 65ma ...................... 100dB 6254B-K-(*)-24-DC ........... 24Vdc ...........K-75cd .................... 164ma .................... 65ma ...................... 100dB 6254B-Y-(*)-24-DC ........... 24Vdc ........... Y-75cd sync. ........... 170ma .................... 65ma ...................... 100dB 6254B-L-(*)-24-DC ............ 24Vdc ...........L-110cd ..................249ma .................... 65ma ...................... 100dB 6254B-Z-(*)-24-DC ........... 24Vdc ...........Z-110cd sync. ......... 249ma .................... 65ma ...................... 100dB .. = 14 red & 21 white. Specify 12Vdc if required. Listed operating range is 20 to 31 VDC/FWR. "Minimum UL measurements are 8S-B8dS taken in free air at 3600 around the device and averaged. Typical readings are frontal sound readings taken with a dB meter with signal mounted on wall. Rated for indoor use 320F to 120oF, (DOC to 49"C), at 85% RH. Outdoor, _310F to 150"F (-35"C to 66"C), RH at 95%. Note: For weather-proof order part numbers 6230f6250 or 6235/6255 surface unit and 3014/3015 box. Wiring Wiring for 6230/50 & 6234/54 Horn/Strobes where horns and strobes connect to the same circuit. ~i J-';; CJ ...=> 8~ . 1 STROBE ~[f - lrt5 r~ [J s " H-' H' ~ wO "in [1:;;; oil! 5~ Zw o~ + ...0 ;'sTR6sEl Accessories Part # 3014-14 3015-14 3017-14 PM-6933 Part # 3046B 3047B 3048B 10540 Description Weather-proof box 1/2" pipe Weather-proof box 3/4" pipe Indoor surface box Pendent wall or ceiling housing Wiring for 6230/50 & 6234/54 Horn/Strobes where horns and strobes connect to separate circuits. (Cut Jumpers J1 and J2) Strobe Circuit ~~ :-~--=--~ ~~ I! =~'S~::: ~j ~[f I I STROEt: I lrtS JJ ~ wi' "'" 5iii ww o~ 5~ zw O~ ...0 STROBE Horn Circuit Description 1.7"0 Flush or surface box for hom 1 strobe 2.7"D Flush or surface box for hom 1 strobe 2.7"D Flush box for hom 1 strobe Surface or flush hom 1 strobe cover for flush hom 1 strobe ~. NOTlCE- The inlormation contained in this document is intended only as a summary and is subject to change without notice. The devices described in this document have specitic instruction sheets which cover various technicai, limitation and iiability information. Copies of these instruction sheets and the General Product Warning and Limitations Document, which also contains important information, are provided with the product and are available from the Manulacturer. Information contained in these documents should be consulted before specifying or using the product. For further information or assistance concerning particular problems contact the Manufacturer. Effective: March, 1998 ~a VJ'1;l;a~t;\~ERIEStElrA#=~:r'c~M' " ":!:CI;i.r '~~'I;.r;W' i. 'S"v.t"'-l~~~~:': ..~, 'Tv n~,",. 8 VlIJ1,'"!.O'.~ ImJ'Jum" BOm &TOue$.",,;,. 6301 /6311 Mini-Horn Unils 11111 6300 / 6310 Mini-Horn Unils 6304 /6314 Mini-Horn Strobe Unils Features . 1, 2 Gang or 4" square back box mounting . Mini-Horn or mini-horn 1 strobe units . 24Vdc units available with 15/75, 30175, 60/75, 75 or 110 candela strobes . Electronic steady tone - 6300, 6301, 6304 . Selectable steady or temporal tone - 6310,6311, 6314 . Low current draw - DC or Full Wave . Available in red orwhite color . Light plastic grille construction . ADA 1 UL 1971 Strobe versions . Screw terminals accept #12 Awg. . UL Listed, standard 464, file E4300 (ULSZ) all other listings pending . IBEW 1 USA 9001 Quality Crafted e Faraday's Electronic series of Mini-Horn 1 Mini-Horn Strobes provide maximum reliability and low current drain, to meet any audio-visual signaling fire I life safety application. Engineering Specifications Notification device shall be a Faraday Series 6300 listed to standard UL 1971 for the Hearing Impaired and shall be approved for fire protective Service. Strobe shall be wired as a Primary Signaling Notification Appliance. Strobe shall also comply with the Americans with Disabilities Act (ADA) requirements for visible signaling appliances. Strobe shall operate on 24 VDC from a regulated DC supply or full-wave rectified, unfiltered supply without change in current draw. The signaling strobe shall be powered from a non- coded power supply when powered with the horn or powered The 6300 series Mini-Horn operates on a current of 15ma at 24Vdc. The audio portion of the signal provides a 92dB output. The 6300's, mount on a single gang, All other units are have 1,2 gang or 4 square mounting. Faraday notification devices are designed with the installer in mind. The 6300 series devices are constructed with all of the electronics in the housing and not in the box. This design helps eliminate possible ground faults from jamming every1hing in the box. Units are also available in two different colors, red orwhite. ~ The 6304/6314 construction consist ofaXenon flashtube with solid state circuitry for maximum reliability and efficiency. The "ElM', "GIR', "J/7", "K/)"" "UZ' series strobe has a rounded dome shape made of clear Lexan. "FIRE" letters are visible on the front mounting plate. The overall lens is 2.0" x 2-7/8" with a height of 1-3/8". Device dimensions are 4-1/2"H x 2-3/4"W x 1-1/4"D for 63001 6310 and 4-3/4"H x 4-3/4"W x 1-3/8"D for all others. Strobe units can also be synchronous when used with the 5406 sync. control unit. (See reverse side for ordering information. ) independently. Visual signaling devices are to be installed in all non- sleeping, corridor and sleeping areas per plans and specifications. The strobe light shall consist of a xenon flash tube and associated lens with flash system. 6301, 6304, 6311 and 6314 shall be capable of mounting to a standard 1,2 Gang or 4" Square box, in either a wall mount or ceiling mount with separate mounting plate. The 6300, 6301, & 6304 horn is capable of steady tone at 92dBA at 10' typical rating with a current draw of not more than 15ma. The 6310, 6311 & 6314 horn has selectable steady or temporal tone. ~ 805 S.Maumee St. Tecumseh Mi. 49286 Ph. 800-465-7115, Fx.800-552-3557, http://www.faradayinc.com FAlS-70 r:,_1ik:~Ji1JihffIJblfi,i:l;H~tfO l=JflU,~. f." . . . '. ,7PIJ1Ji!. . DC Mini-Horns Typical Part Number Voltage Horn Current dB Rating at 10'.. 6300B-0-(")-24-DC ........... 24Vdc ............. 15ma ...................... .... 92dB 6301B-0-(")-24-DC ....,...... 24Vdc .............15ma ................................. 92dB 631 OB-0-(")-24-DC .......... 24Vdc ............. 15ma ................................. 92dB 6311 B-0-(")-24-DC .......... 24Vdc ............. 15ma ................................. 92dB Mini-Horn/Strobes Typical Part Number '(allege Candela Strobe Current Horn Current dB Rating at 10' 6304B-E-(")-24-DC (< 24Vdc ~........ E::'il5/75cd ..................... 59ma ......................... 15ma ......................... 92dB 6304B-M-(")-24-DC.~ 24\1dc M-J5/75cd sync. ........... 59ma ......................... 15ma ......................... 92dB 6304B-G-(")-24-DC ......:'24Vdc ......... G-30/75cd ..................... B9ma ......................... 15ma ......................... 92dB 6304B-R-(")-24-DC ...... 24Vdc ......... R-30/75cd sync. ............ 88ma ......................... 15ma ......................... 92dB 6304B-J-(")-24-DC ....... 24Vdc ......... J-60/75cd ..................... 155ma ....................... 15ma ......................... 92dB 6304B- T-(")-24-DC ....... 24Vdc ......... T-60/75cd sync. ............ 154ma ....................... 15ma ......................... 92dB 6304B-K-(")-24-DC ....... 24Vdc ......... K-75cd .......................... 164ma ....................... 15ma ......................... 92dB 6304B- Y-(")-24-DC .......24Vdc ......... V-75cd sync. ................. 170ma ....................... 15ma ......................... 92dB 6304B-L-(")-24-DC ....... 24Vdc ......... L-110cd ........................ 249ma ....................... 15ma... ....... 92dB 6304B-Z-(")-24-DC ....... 24Vdc ......... Z-110cd sync. ............... 249ma ....................... 15ma ......................... 92dB 6314B-E-(")-24-DC ....... 24Vdc ......... E-15/75cd ..................... 59ma ......................... 15ma ......................... 92dB 6314B-M-(")-24-DC ...... 24Vdc ......... M-15/75cd sync. ........... 59ma ......................... 15ma ......................... 92dB 6314B-G-(")-24-DC .......24Vdc ......... G-30/75cd ..................... B9ma ................. ....... 15ma....................... 92dB 6314B-R-(")-24-DC ...... 24Vdc ......... R-30/75cd sync. ............ BBma ......................... 15ma ......................... 92dB 6314B-J-(")-24-DC ....... 24Vdc ......... J-60/75cd ..................... 155ma ....................... 15ma ......................... 92dB 6314B- T-(")-24-DC .......24Vdc ......... T-60/75cd sync. ............ 154ma ....................... 15ma ......................... 92dB 6314B-K-(")-24-DC ....... 24Vdc ......... K-75cd .......................... 164ma ....................... 15ma. ................. ..... 92dB 6314B- Y-(")-24-DC ....... 24Vdc ......... V-75cd sync. ................. 170ma ....................... 15ma ......................... 92dB 6314B-L-(")-24-DC ....... 24Vdc ......... L-110cd .............. ......... 249ma ....................... 15ma ......................... 92dB 6314B-Z-(")-24-DC ....... 24Vdc ......... Z-11 Ocd sync. ............... 249ma ....................... 15ma ......................... 92dB Note: 6300, 6301 & 6304 are steady tone. 6310,6311 & 6314 are selectable steady or temporal tone. r) *= 14red &21 white. Specify 12Vdcifrequired. Listed operating rangeis20to31 VDC/FWR. .. Minimum UL measurements are 82dB taken in free air at3600 around the device and averaged. Typical readings are frontal sound readings taken with a dB meter with signal mounted on wall. Rated for indoor use 320F to 120oF, (DOC to490C), at 85% RH. Wiring 6300/6310 Mini-Hom (Dim. 4.50"H x 2.75"W x 1.25"D) I 6304/6314 Mini-Ham 1 Strobe (Strobe & Horn on same circuits) \ Notification Appliance ckt. To next device or E.O.L. (Styte WN- Class "a" ckts.) or retum to F.A.C.P. (Styie X1Z-Class "A" ckts.) Notification (/ Appliance ckt. 0 .. . ,,+"- \ T I L--i.L - 6310/11/14 Tone Sel. ON=Temporal OFF=Steedy @ Alarm Polarity shown from Control Panel or previous device + + H - To next device or E.O.L. 630416314 Mini-Horn 1 Strobe (Strobe & Horn on separate circuits) Cut jumpers to power audible signal and strobe from separate circuits 1, 2 or 4 Square Mounting a Device Oimemsions: 4.75"H x 4.75"W x 1.33"D o ~ ot: IiI''' tr Alarm Polarity shown from Control Panel or previous device To next device or E.O.L. (Style WIY-Class "B" ckts.) or retum to F.A.C.P. (Style X1Z-Class "A" ckts.) Strobe Notification (Back box by others) Appliance ck!. Audible Notification ----./ Notes: Appliance ckt. 6310,6311,6314 devices must be connected to compatible non~pulsing signal circuits when temporal tone is chosen. Steady current output and appropriate voltage required. When audible signal and strobe are connected to same notification appliance circuit, current rating is combination of audible signal and strobe current. NOTICE _ The infonnation contained In this document is intended only as a summary and Is subject to change without notice. The devices described in this document have specific instruction sheets which cover various technical, limitation and liability information. Copies of these instruction sheets and the General Product Warning and Limitations Document, which also contains important information, are provided with lhe product and are available from the Manufacturer. Inlonnalion contained in these documents should be consulted belore specifying or using the product. For lurther infonnalion or assistance concerning particular problems contact the Manufacturer. 'Effective: March 15, 1998 2700 - Stand-Alone Sync or Non-Sync Strobe Features . Stand-alone or signal plate design . Same low current draw - DC or Full Wave . 24Vdc units available with 15/75,30175, 60/75, 75 or 110 candela strobes . Standard strobes or synchronized strobe with 5406 sync control module . 2700 mounting uses 1, 2 gang or 4" square box . Weather-proof 2705 units, must be used with 3014 or3015 box . UL Listed, standard 1971, file S5514 (UUKC), All other listings pending . 2700 Screw Terminals accept #12 Awg. . ISEW IISO 9001 Quality Crafted G) ...~ 2701 - Plate Sync or Non-Sync Strobe Description The 2700/2701 Series strobes combine state of the art electronics to provide reliability and low current drain to meet any visual life safety application. The 2700 is constructed of a durable plastic and is available in red or white, The lens construction provides high candela output with low current consumption while meeting .UL and ADA standards. The 2701 strobe plate is constructed of metal for mounting bells or chimes. Overall dimensions are 6" wide by g" high. The 2700/2701 series uses a Xenon flashtube with solid state circuitry for maximum reliability and efficiency. The "ElM' (15/75 cd), "G1R' (30/75 cd), "JIT' (60/75 cd). "K1Y" (75 cd), "Ur (110 cd) series strobe has a rounded dome shape made of clear Lexan'". "FIRE" letters are visible on the front mounting plate. The overall lens is 2.0" x 2-7/8" with a height of 1-318". 2700 Dimensions are 4-518 x 4-518".2701 Dimensions are 6"W x 8-7/8"L. Strobe can also be synchronous when used with the 5406 sync. control unit. (See reverse side for ordering information.) If weather proof units are required, order the 2705 and install with either the 3014 or 3015 back box. Engineering Specltlcallons Notification device shall be a Faraday Series 2700 listed to standard UL 1971 for the Hearing Impaired and shall be approved for fire protective service. Strobe shall be wired as a Primary Signaling Notification Appliance. Strobe shall also comply with the Americans with Disabilities Act (ADA) requirements for visible signaling appliances. Strobe shall operate on 24 VDC from a regulated DC supply or fuU-wave rectified, unfiltered supply. (There should be no change in current consumption for different power supplies). The signaling strobe shall be powered from a non-<:oded power supply when powered with the horn or independenUy. Visual signaling devices are to be installed in all non-sleeping, corridor and sleeping areas per plans and specifications. The strobe light shall consist ofaxenon flash tube and associated lens with flash system. All stand alone strobes shall be capable of mounting to a 1, 2 Gang or 4" square backbox. Stand Alone Strobes are also rated for weather- proof applications when specified. ~ 805 5.Maumee 51. Tecumseh Mi. 49288 Ph.80CJ.485-7115, FX.8oo-552-3557, htlp://www.faradayinc.com FAlS-80 DC Stand-Alone Strobes Part Number Vo~e Candela Strobe Current 2700B-E-Q-24-DC.~4Vd; = E-15n5cd...................... 59ma 2700B-M-( )-24-DC.. 2l\.VJlC ........ ~i75cd sync. ............ 59ma 2700B-G-(*)-24-DC .. 24Vdc ........ G-30175cd ..................... 89ma 2700B-R-(*)-24-DC .. 24Vdc ........ R-30175cd sync. ............ 88ma 2700B-J-(*)-24-DC ... 24Vdc ........ J-60175cd ...................... 155ma 2700B- T-(*)-24-DC ... 24Vdc ........ T-60175cd sync. ............ 154ma 2700B-K-(*)-24-DC.. 24Vdc........ K-75cd .......................... 164ma 2700B-Y-(*)-24-DC... 24Vdc ........ Y-75cd sync. ................. 170ma 2700B-L-(*)-24-DC ... 24Vdc ........ L-110cd ......................... 249ma 2700B-Z-(*)-24-DC... 24Vdc ........ Z-110cd sync. ............... 249ma DC Signal Strobe Plate Part Number Voltage Candela Strobe Current 2701B-E-(*)-24-DC... 24Vdc ........ E-15175cd ....................... 59ma 2701B-M-(*)-24-DC .. 24Vdc ........ M-15175cd sync. ............. 59ma 2701 B-G-(*)-24-DC .. 24Vdc ........ G-30175cd ...................... 89ma 2701B-R-(*)-24-DC .. 24Vdc ........ R-30175cd sync. ............. 88ma 2701B-J-(*)-24-DC ... 24Vdc ........ J-60175cd ....................... 155ma 2701B-T-(*)-24-DC... 24Vdc ........ T -60175cd sync. .............154ma 2701B-K-(*)-24-DC .. 24Vdc ........ K-75cd ...........................164ma 2701B-Y-(*)-24-DC... 24Vdc ........ Y-75cd sync. ........,.........170ma 2701B-L-(*)-24-DC ... 24Vdc ........ L-110cd ..........................249ma 2701B-Z-(*)-24-DC... 24Vdc ........ Z-110cd sync. ................249ma * = 14 red & 21 white. Specify 12Vdc or 120Vac if required. Strobe currents are Full Wave I Filtered UL environmental ratings 32"F to 120oF, (OOC to 49)OC with 85% humidity. Outdoor, _310F to 1500F (-350C to 660C), RH at 95% Note: For weather.proof 2700 order part number 2705 surface unit and 301413015 box. Wiring + RED RED RED RED From control 2700 2700 panel POLARrTY MARKING IS FOR SYSTEM IN notification ALARM. Strobe Strobe circuit BU< BU< BU< BU< Accessories Part # 30148 30158 30178 PM-6933 Description Weather-proof box 1/2" pipe Weather-proof box 3/4" pipe Indoor surface box Pendent wall or ceiling housing Part # 30468 30478 30488 10540 Note: Devices can be mounted on single gang, double gang or 4" square box. Terminal block for connection is supplied. () ~ Note: 2701 Devices can be mounted on 4" square box. Pigtail connections are provided. RED BU< RED 2700 Strobe To end of line device orclass"A" circuitry BU< Description 1.7"0 Flush or surface box for horn I strobe 2.7"0 Flush or surface box for horn I strobe 2.7"0 Flush box for horn I strobe Surface or flush horn I strobe cover .J NOTICE- The Infonnatlon contained In this document Is intended only as 8 IUnvrtary and Ia aubjecl to change wtthoUt notice. The devloesd8llCribed In this document. have specific instruction sheets which cover varlous1ec:hnlcal, limitation and Ilabillty lnfolmation. Copies of these instruction sheetB and 1hl!I General ProductWamtng and Umttatlons Document, which also contains Important information, are provided wtth the produdand are available from the Manufacturer. Information contained In thesedocuments sI"ould be consulted before specifying oruslng the product. Forfurther Information or aaalstance concerning particular problems contact the Menufacturer. SCOPE OF WORK THE SCOPE OF THIS PROJECT IS FOR THE INSTALLATION OF A COMPLETE ADDRESSABLE FIRE ALARM DETECTION SYSTEM AS SHOWN. ALL NEW DEVICES WILL BE CONNECTED TO A NEW FARADAY MPC-2000 ADDRESSABLE FIRE ALARM SYSTEM WITH 32 CHARACTER ALPHA NUMERIC L.C D. DISPLAY. ALL SOFTWARE PROGRAMMING WILL BE MADE TO ACCURATELY REFLECT THE DEVICE lOCATIONS, DE\JICELEGEND ADDRES E M SMOKE M HEAT DETECTOR ION WITH ESSA E MONITOR MOD E <D ADDRESSABLE MANUAL PUL FIRE ALARM HORN/ OEE FIRE ALARM STROBE LIGHT WE HERPROOF HORN/S OBE UNIT S BlE FIRE ALARM CONTROL PANEL INI IATING ZONE WIRING # 18 AWG SOLID COPPER FPLP RED ACK SHIELD ALARM INITIATING Loop + 24 VDC FEED ALARM INITIATING Loop - 24 VDC FEED CHASSIS GROUND SIGNALLING CIRCUITS #14 AWG SOLID COPPER RED BLACK BLUE BROWN HORN POWER + 24 VDC HORN POWER - 24 VDC STROBE POWER + 24 VDC STROBE POWER - 24 VDC GENERAL NOTES I. MAINTAIN ELECTRICAL SUPERVISION qF ALL SIGNALLING DEVIC~S. "TU TAPPING OF ADDRESSABLE DEVICES IS ALLOWED. 2. MAINTAIN COLOR CODES THROUGHOUT THE PROJECT. '3. ALL CIRCUITS SHALL BE FREE OF ANY ELECTRICAL GROUNDS. 4, OROUGHlY TEST ALL NEW DEVICES FOR PROPER O'fRATION UPON COMPLETION. 5, Do NOT LOCATE SMO E DETECTORS WITHIN 3' OF ANY AIR DIFFUSER, 6. VERIFY LOCATION OF FIRE ALARM CONTROL PANEL) KNOX BOX AND OUTS IDE H 0 R N / S T ROB E WIT H W HE A T RID G E FIR E DE P'A R T MEN T . ENTRY LEVEL NORTH I I ONE LINE DIAGRAM / CIYNAMIC CONTROL SYSTEMS CORPORATION ELIOT sr< ENGLEWOOD, 1 EANNINE DR., STE 102 COLORADO SPRI TECHNICAL IMAGE PRODUCTS OFFICE/RECEPTION AREA MOKE ITING ROOM SMOKE TECTOR N,E OFFICE KE E EeT R NOR CLOSET SMOKE TECTOR MEN'S RESTRO HEAT TECTOR MEN'S RESTROOM HEAT DETECTOR N,W. OFFICE SMOKE DETECTOR N RTH HALL SMOKE DETECTOR WEST OFFICE OKE DETECTOR S W. HALL KE DETECT R S.W OFFICE SMOKE ETECTOR SO TH FFICE KE TECT R AI LOSE OKE ETECT R S.E HALL SMOKE DETE TOR S.E. OFFICE SMOKE DE EeT R K TCHEN HEAT TECTOR EAS E IT MANUAL TION WEST EXIT MANNUAL STATION APAR ENT IR EXIT MANUAL TECTOR ION EN OF OP I ACTIVATI N OF ANY MANUAL STATI N) SMOK OR HEAT DETECTOR WILL ACT A E AN ALARM ON THE RESPECTIVE ADDRESS AT THE FIRE CONTROL PANEL) INDICATED BY A COMMON ALARM LAMP ON THE MAIN ONTROL PANEL AND A nEVI E DES RIPTION ON HE ANEl MOUNTED L. .D. ANNUNCIATOR PANEL. LL' FIRE ORNS AND STR B A IVATE AND THE ALARM SIGNAL WILL BE RETRAN MITTED TO THE CENTRAL TI VIA THE DIGITAL COMMUNICATOR. ACTIVATI F THE S GNAL CI UIr SILENCE SWITCH WILL SILEN E ALL FIRE H RNSJ A IVATE A SYSTE TR E AND ZONE TROUBLE AMP) BUT WILL ALLOW THE ALARM ZONE IND CATI N TO REMAIN IN THE ALARM CONDITION AND THE STROBE FUNCTION UN I ESET. ORRECTION OF THE INITIATIN SOURCE AND ACTIVATION OF THE RESET SEQUENCE WILL RESTORE THE PANEL TO NORMAL OPERATING MODE. A SINGLE BREAK OR GROUND FAULT ON ANY SUPERVISED SIGNALLING OR INITIATING CIRCUIT WILL ACTIVATE THE AUDIBLE SYSTEM TROUBLE BUZZER AND DISP AY THE RESPECTIVE TROUBLE DIAGNOSTIC ALPHA NUMERIC DESCRIPTION. ACTIVATION OF THE SYSTEM TROUBLE SILENCE SWITCH WILL SILENCE THE AUDI BUZZER WHILE LEAVING ALL VISUAL INDICATORS LIT. RES RAL OF THE TROUBLE C NDITION AND PLACING ALL SWITCHES IN THE NORMAL POSITION WILL RESET THE SYSTEM AND RETURN IT TO NORMAL OPERATION. Loss OF AC POWER WILL AUTOMATICALLY TRANSFER THE ENTIRE SYSTEM TO BATTERY POWER AND PLACE THE SYSTEM INTO A POWER TROUBLE CONDITION. RESTORATION OF A POWER WILL"PLACE THE BATTERIES BACK ON THE INTEGRAL CHARGE . F 2 CALC LIONS QTY DEVICE T PE STB EA. STBY TOTAL ALM EA. ===== ========== L ~======== =============================================== 1 1 1 1 1 1 SC-2 DUAL SIG, MOD B8-2 BUFFER MOD. EB-I BUFFER MOD. MP 3 POWER/MAIN CTRL -2 BATTERY CHARGER AP 5 Aux POWER SUPPLY CP REQUIREMENT .OlOA .OlGA .G06A .lOOA .OlOA .035A TOTAL .060A .OlOA .G06A .100A .OlgA ,035A .221A ,060A .060A .006A .110A .OIGA .035A DEVICES 13 3 3 2 1 2 9163 ADD.DETECTORS 9182 AnD HEAT DET. 9158 MONITOR MODULES 6204B-E HORN/STROBES 6235B-E HORN/STROBE 2700B-E STROBES .0002A .0002A .00023A .0026A .0006A .00 69A .005A IOOSA .005A .079A .097A .059A TOTAL CURRENT REQUIREMENTS STANDBY TOTAL .22489 X 24 HRS = 5.400AH ALARM TOTAL .749 X 5 MIN = .063AH .22489A SYSTEM CAPACITY REQ'n ADD 15% RESERVE CAPACITY TOTAL AH REQUIRED 5.463AH .819AH 6.282AH AlM .060A .060A .006A .llOA .OlGA .035A ,281A .065A .Ol5A .015A .lSBA .097A .118A .749A BATTERIES SUPPLIED WILL BE 2 EA. 12 VOLT 7 AMP HOUR. Whe8t Ridge Fire Protection District Plana Review Date: q-~Z-q~ <-... .1. /. RevieweCl &y. David M. Roberts ptJA//LA Uniform Fire Code Certification #53275 Colorado State Fire Suppression System 'nspector Certification #92-173 · Comments:Q ~tL ~V" ']:--st~ tb-f,~. . _ ~ \...)o*'< '1 r,b, ~.l.(h's ~"'\'..:llv:J~ ~ v'tJu--,r'et f.e-sT. t>-Hl)l.t~ 4Z.4-73;2-s.. / ~ :l' S$u.e.~ ~ 0"" :-\.e.'-'-~ 1I\.0T o~re-s~ (.A.S: tt loL ClQCv€S3<C~ -t:LS V\.e-el!. ~vt~!> I ~ FAMILY VIOLENCE CENTER ~ SCALE: 1/411 = 1 'all APPROVED BY: DATE: Sep-15-199S REVISED 4243 NO Harlan St. Wheat Ridge, CO 80033 BRAWIN~NUMB.ER FIRE ALARM SYSTEM PLANS FA-1 \ ,... ,.",';;;i!""",""."~"."",~",,,,;,,,.,,~,,,,,;,," ,,,,,,,"",",!,,,,,", ",,,,',n,', ,.~",A,~,,,,,, ""~"""""""'"'''''''''''''''''''''''''' ",,,_.~,,.,,,,,,, ~,,'"'' ,,,,,+,., ,. ,,""",~ DEPARTIlII~NT OF PLANNING AND DEVELOPMENT Building Permit Number: 5619 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: an /97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 .,""" , . '~'" "'':''~."'''.;'''f''~.'",. Property Owner: Property Address: 4243 HARLAN ST Contractor License No.: 17696 Company: Cory Heating & NC Phone : $41-8659 Phone: :;1371011 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value': Permit Fee: Plan Review Fee: Use Tax: Total: $2.800.00 $75,50 $0.00 $33,60 $109,10 I hereby certify that the setback dlstanees proposed by this penntt application are accurate. and do not violate apPlk:able ordinances, rules or regulations of the City of Wheat RIdge or covenants, aa_nls or restrictions of record; that all measurements shown, and allegations made are accurate:,.th,.a~ I have Alad and '9188 to'abide by all conditions printed on this appncation. and that I ~umeJun Alsponslb for COI)'I "ance wtth the Whaat Ridge Building Code (U,B.C.) and aI! other applk:able ' g8 an for work under this pennR. (OWNER)(CONTRACTOR; SIGNE DATE~'" Description: REPLACE 2 FURNACES BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Approval: Occupancy: Walls: Root: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: . Expiration Date : Approval: . (1) ThIs pennll _ _ in _ with the provi_s set fOrth In yopur appllca1lon and Is _ to the laws of the state of Colorailo and to the Zoning Regulationa and 8<IIldlng COde of Wheat llldae, Colorado or ony other appbble orUinonoes of tho City. (2) This permit 811811 expIta W (A) the WOrk authoriZed is not commenced within Slxty (60) days from Iss.. date or (8) the building outhorlz"" 10 ouopendod or (3) ~= ~ ~=.;,.ybe acquired for a foe of ono-haJffha emount nonnaIly requlrad, provIdad no changes hova ~ or will be modo In the original piano ~ IpOCifk:aliono and any __ or _ndonment has not exceeded one (1) year. "changes ara mada or" susp;onsion or ~mont _one (1) year, lulI_ ohoII be paid for a now permit. (4) No WOrk of ony _ ol1Oll be <Iono that will chango the natural flow of water causing a drainage problem. (5) c...- _ noIlIy "'" Il\lIIdlng I~ twenty-four (24) houra In odvonca for en rnopoctiono and 811811 racoiva written spproval on Inopeclion card before oroooedilng _...ccosoive """... of the Job. (6) '\'he loouenca of a panni! or "'" approval of dfawingo ond opoclftcatlons ohall not be construed to be 0 permit for. nor on epproval of. ony violation of the provloIons of_lng c;odes bother Inonca ~ rule or regulation. let Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. Property Owner: 4 f!. cG S PiS: I G;b ',k? Property Address : ~ 2. <7t 3 I-/e;.-.I q....1 Contractor license No.: L 76;76 Company: CD R <r' lied fl-7 t7' A ( Phone : 9~ 1- ?~ 59 Phone:237-~DI/ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: .:f!. 'l]-60~- I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibilit for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh Id e ordi n~s, f ark under this permit. DATE ?--7,C; 7 -fo.rc <poi -(Z /QC-C> Total: . (OWNER)(CONTRACTOR) SIGNED Description: !Z~ ,'/ - Yr? <:;"C.?S BUILDING DEPARTMENT USE ONLY ?:6fllii-g'~,Ol11ments"1 Approval: Zoning: BiTIIClI.ng;"Commen~ Approval: f:nlll~l<s'~omm~l)~ Approval: Occupancy: Walls: SIC: Sq. Ft. : Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : ,1 company:G~~ //TClr d'/jC Expiration Date: Approval: B ~!!ftSlR!m!Lf!lI_ Expiration Date: Approval: II IP.f~~!lN111I1~ Expiration Date: Approval: . !iWJ1J'JmB.e.gul[e.~ (1) (2) (3) This permit was issued in accordance with the provisions set forth in yOpur application and Is subject to the laws of the State of Co6orado and to the Zoning Regulations and Building Code of 'Nheat Ridge. Colorado or any other applicable Ofdinances of the City. This perTfut shall expire If (A) the work. aulhonzed is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 120 days, If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been 0( will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. It changes are made or if suspension or abandonment exceeds one (1) year, full fees sf'lall be paid for a new permit. No WQrX of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for aU inspections and shall receive written approval on inspection card before proceediing with successive phases ot the;'ob. The issuan permit or the approval 0 drawings and specifications sf'lan not be construed to be a permit for, nor an approval of, any violation of the provisions of the bu' 9 es or an 0 r ordi n ,law, rule or regulation. (') (5) (6) ~ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION For Mayor 1!Il'!Mil!tp!",,,,",,,,,,,,,,,,,, ~''''''~''''''''''1'~",".,l.I\""",,",Il,,,,,,..~,.J.,,,U,HOO~,,,,.~. '''''I'''!"ll~!IJ.J~""",,,,~ ![,jLl""""""""III~""",,,".,l.III~"iM1l.I' 'j DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 5608 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 816197 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4243 HARLAN ST Contractor license No.: 19625 Company: P V Service Phone: Phone: 4245730 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : Permit Fee: Plan Review Fee: Use Tax : I hereby certify that the setback distances proposed by this permit application are aceurata, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of reco . that all measurements shown, and allegations made are accurate; that I have read and a to abide by all conditions printed on this application, and that I assume full respon . for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl~t dga ordinanJ"s, f:e.under this perm~. (OWNER)(CONTRACTOR) SIGNE t:? .<#,~ DATE~ "7 Description: CLEANUP EXISTING WIRING, MAY REPLACE S~E LIGHT FIXTURES Total: $2,000.00 $45.00 $0.00 $24.00 $69.00 BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval : Occupancy : t Walls: Roof: Stories: Residential Units: Electrical license No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : . Expiration Date: Approval: . Expiration Date: Approval : . (1) This permit was issued in accordance with the provisions set forth In yopur application and is subject to the lawS of the state of Colorado and to the Zoning Regulations and Buildina Code of Wheat R~, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authonzijd Is not commenced within sixty (60) days from Issue date or (8) the building authorized Is suspended or abandoned for a period of 120 day's. (3) If this permit expires, a new permIt may be acquired for a fee of one-half the amount nonnalty required, provided no changes have been or wi" be made in the original plans and specifICations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fuU fees shall be pakt fOr a new permit (45) No work of any manner shall be done that wiU change the natural flow of water causing a drainage problem. () Contractor shall notify the Building Inspector twenty.four (24) hours in advance for aI/Inspections and shall receive written approval on Inspection card before proCeedilng with successive phases of'the job. (6) The Issuance of a permit or the approval ofdrawlngs and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions the buHding codes or any other orcUnance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. Building Permit Number: Date :~A14"6;' 9 7 Property Owner: Property Address: 4~ 4.3 ~A"~...v S / Contractor License No. :.;j$.s '7 If> , Company :;:J 1/ ,}i;:G ~i/ '" t:!. cT Phone:....- t'l - Phone: ~~i'--:;;7~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: .,..?d7 ~ Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsi "lity (or compliance with the Wheat Ridge Building Code (V.B.C.) and all other applicable W t Ridge ordinances, for wor1<. under this pennit. (OWNER)(CONTRACTOR) SIGNE DATJ:.A-ucq \ /. -,~ .&7 C"'"E' Description: V,r",p/t-M? $A"/:s7?'u &. ~A'r-.rUtt; - - .Af....,~ /fE~.!~.i:....x:>~ ~./ ~ /. ,-<"sS BUILDING DEPARTMENT USE ONLY Total: ?Ofiii\lJ'J:Oll1men~ Approval: Zoning: B!ilIi:lIng~Co!J1m:enjS:] Approval: RnliI~l.iomme!)~ Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: Electricai License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: fll !.I:!~!!f!!L~_ Expiration Date: Approval: II ~~B!lNl~__ Expiration Date: Approval: .. ~ll:!IIDOOI__ I') 5) (6) This permit was Issued In accordance with the provisions set forth in yopur application and Is subject 10 the laws of the State of CokM'ado and to the Zoning Regulations and Building Code of YVheal Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced Within sixty (60) days from Issue dale or (B) the building authorized is suspended or abandoned, for a period or 120 days. If this permit expires. a new permIt may be acquired tor a fee of one-hatf the amount normally required. provided no changes have been or win be made in the original plans al'\d specificalions and any suspension or abandonment has nol exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contract.or shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before proceednng with successive phases of the/'ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~,~"""",,,,,,,",,!j;i""A,,,..r"'f!~~~""""""P.,,,",,,J!!!1.llII!k,4",W~~'I~W..UII",,,j,,llli!l.~..I!I!,(!Il!!I!l.!.Jl;.!~J:, .;JI~'J.!.. ,." "J,'"II...."".,".'."""'~"m""".~.~..~U~L.i! '\ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 5569 ;. _... BUILDING INSPECTION DIVISION. 235-2855 .v CITY OF WHEAT RIDGE Date: 8/1/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4243 HARLAN ST Contractor License No.: 19622 Company : FAMILY VIOL!iNCE PROGRAM Phone: 941-8659 Phone: 4038525 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee : Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNED DATE Total: $500.00 $22.00 $0.00 $6.00 $28.00 I hereby certify that the setback distances proposed by this permK application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read end agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance wKh the Wheat Ridge Buiiding Code (U.B.C.) and all other applicable Wheat Ridge ordinances. for WQrk under this permK. Description: DRYWALL BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval : Occupancy : Walls: Roof: Stories: Residential Units : Plumbing License No : Company: Mechanical License No : Company: Electrical License No : Company: Expiration Date : Approval: . Expiration Date: Approval: . Expiration Date: Approval : . (1) This permit was issued in accordance with the provisions set forth in yopur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shaD exptre If (Al the work authorized Is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 1~0 days. (3) If this pennlt expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and specifications and any suspension or abandOnment has not exceeded one (1) year. If changes are made or If suspenBlon or abandonment exceeds one (1) year, futl1ees shall be paid for a new permit. (45) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. () Contractor shall the Building Insfector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before proceediing . ''18 sses 0 the lob. (6) The issua of it approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the bu lng r other ordinance, law, rule or regulation. Chief uilding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. ,-" C' Property Owner: '--\ ILtG. 0Tlt"c.'t:l>-- C-:' Property Address: 'i J-. ~ 3 i-\ A. 'lZ-L-'fH~ .:j-;-. Contractor License No.: W+\-LA-~ 12...\ t:x::. E \ CO 1)0033- Company: Phone: '9~ \ -gG$C) Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: soo I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. /' c-", (OWNER)(CONTRACTOR) SIGNED "Ci~ '- rf- /~ _ Description: j)~,~ ~, fl ~ e DATE g -I -ell +::.. .;;" - :; i -; Total: ~ BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: ZorlTh'S190111l!1entS:! Approval: Zoning: BmlCfl~!l!Jll1)en~":] Approval: p'lI1:illCl.W.m1<St(.01ll111eJ)~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: rll !.e1~!!.!rnLM1I__ Expiration Date: Approval: /I IP.!:UOOB!fIl!I.mI- Expiration Date: Approval: . ~1'.lP.!!00f__ I') 5) (6) This permit was i$Sued In acccroance with the provisions set forth in yopur application and Is subject to the laws of the Slale of Colorado and to the Zoning Regulahons .nd Budding Code of Wheat Ridge. Colorado or any other, applicable ordinances of the City. This permt shall expire if (A) the wol1l; authonzed is not commenced wMin sixty (60) days from issue dale 04" (8) the building authorized is suspended or abandoned, fo( a ,period of 120 days. If this permit expIres, . new permit may be acquired for a fee of one-half the amount nonnaUy required. provided no Changes have been or will be made in the anginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. It changes are made or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit. No ~ of any manner shall be done thai will change the nalural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hou'" in advance fOr all inspections and shall receive written approval on inspection card before proceedung WIth successIve phases ot thelob. the issuance of . permit or the approval 0 drawings and specifications shan not be construed to be a permit for, nor an approval of. any violation of the provisions of the building codes ()( any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ,'~, """"';~'~~~<-~lf''' -'. ,:; .1t!:~+,!,~ ' , ,,',", .. ":;"'K';.d~t:'\,;,,' '" '. JL;~' _ -' " ____ ,. _____ ~' ", ' ,'. , . '~ I ,"",,' , " '.,:~ ,:_; _, _ ~ ' -' ' --':'f' ' ,,, ", ,:t', ":" "I ' ' .,;, ',:",:i "':, ,''- : " " ',,': , ,,' , .:.. " "," <c ; t,:,:',:; \'~,<" "" " !",",' I '. __ "I. , ',':' ,,:',' ,:" ';';, ''; _~:: i,'t:; .,: >'::; if :" ~ ,:,', ~,,' ,.,3,',:,,;,,, ' , , ? :~";; , ", ;:~; ,<: ~" " ;j , : ..;i':, . ~,; " -'I' ~, ;. :~' , " ,rl:.J~ ": ': I""" " ~' . ',,'-':,:~ -I"~'''''' ';;2:";"':" ',',:,'~ .' ,,' ,,"',J'," , ' , ,,", , ',~ ",':, , , " ',C'",': " ",:,,:';"-'---"-" :"!, ' ' " , ' ",':, '" , , " ,', ' ',:, ,,,::' " " ,III," ~'[ ':, " , .: ' , , _", '", ' ",1 _ IlIn" -- " ", ./ ' , .;", --,,' :,; ,'j, if>:' ,;",:,,:", " i, "':'~~ ." ~ L:'" '.1 ," ~ "" :,:'\" _ > 'I:}"'" ~~ .~,t'~~'~,/>l'>:~I:ri: .,' ",' ~-; ,.' , ,," 'I ',;;'; },21:~ "i"'" ".(:" 1--,,-',: " ' ' :'''':', :', ", "" " , -- ':, ',' ',',""': ':~ ~':j , :. ,,:, " " > f{.,.-, :", ,;' ' '~: i I -1 ~t' , .,':,;:,j" >,~,.- '.- ,,: :,',\!: ',' , , ":: --~- ::-;:; '~':':,: .~ -',' " , : ;:, ,), " " ,','", .' , " t;- , '..-: " J ", '.1/' , ',' t, ,':,.:', ",' "~,I :,:,,' ,'- , " \:,: "'= , ,,', ",;::i-_';'.~:: g, ':.::. '," " -'ili;.'"",;'0l:ft:-"./, " ,.. \. ~. - c"; '">, , " " ."',' I j';, " " ,,- :' :! L' ,J ,'.' ':'~i i :,'i.;:: j'::;',).s: -:: .\1\ ';f~ . '.'.>: .-' " I; ,"?<-.""""'''~'' ~;"~t\~17.. ' ;.;',..t~~' ,:: l'<Ji;, '~ , ' {: , " " ~. . :~:'"~~~i',~ :~~< ,,'< \ :' I?: "c. "',rj'rs~;::';i!I: " 1',' \;,,' ",- , ~:',','"":"',,,", " " ""," ::' :' ,,"-,:, , , ,"', i' ",<':-'- n' ,- J " :' ;", ',' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95-1065 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 5/24/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: MCKINSTRY INVESTMENTS Property Address: 4243 HARLAN ST Phone: 421-5751 Contractor License No. : 17186 Company: Signs Plus, Inc, Phone: 4222210 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED DATE Total: $505.00 $15.00 $0,00 $7.58 $22,58 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and aQ.ree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: DOUBLE SIDED 3X5 MONUMENT BUILDING DEPARTMENT USE ONLY Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: II (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildinl:! Code of Wheat Rid!:le, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job The issuanc of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bu. cod s or any other ordinance, law, rule or regulation. (4) (5) (6) ~ Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DE~ARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Application Number: Date: Property Owner: Property Address: Contractor License No, Company: .DC AJ rTZ- J!) tC y..u 7Zc_L. '1;2 </3 17/ ~6 $/ "h1,; (/ P /J1{' Kf/LIS In sLJILIL-IZf f I;V (I"! (;f'k 5'-1' I//'L-c-r Sll;tn.~'..u Phone: p{9~ '?dTl::-7C---.. t.(2-/-r1 SI ~/ u.s J4rn~;:' 151P Phone: ~;] - ;2~o ;<'1-/;;21"9 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: os: 00 I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covel1ants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that t have read and agree to abide by all conditions printed on this application, and that I assume full responsibllitY,for compliance with the Wheat Ridge Building , Code (U,B.C,) and all other applicable Wheat R,dge ord,nances, for work under this rr~r (OWNER)(CONTRACTOR) SIGN~DP~~. \<>M 7~E ~2 ~',r:: ( Description, )0'1);" -5")'-'/ -'3, <; ",0114",,,,,,1", ") /, -J . Use Tax: Total: BUILDING DEPARTMENT USE ONLY ~ilU'~~::':~~~-.dM1 ~~J(Yh'dvW~~ Zoning R.. -c ..llt..~J!1.m..!!'~i Approval: ~(trJStE~m.!!1ll!~ Approval: Occupancy: Walls, Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company' Mechanical License No : Company: Expiration Date: Approval : ..J lIIIlIsJUqulred,j Expiration Date: Approval: Plans Required Expiration Date: Approval. .J (4) (5) (6) This pemlit was issued in accordance with the proviSions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permIt shall txplre If (A) the work authorized IS not commenced wlthm sixty (60) days from Issue date or (6) the building authorized is suspended or abandoned for a period of 120 days If this permit expires, a new oermil may be aCQwred for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specificatJOns and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year. full fees shall be paid for a new permit No work of any manner shall be done that Will change the natural flow of water causing a drainage problem. Contractor shall notify the BUlldmg Inspector twenty-four (24) hours In advance for all Inspections and shall re . e written approval on inspection card before proceedilng with successive phases of the Job The issuance of a permIt or the approval of draWings and speCifications shall not be of the building codes or any other ordinance law, rule or regulation (1) (2) (3) Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION f,\ \"'" / ~-*,' ,,' p.'I. j, " 1lU;:.' '", i ' 1: ,..- ./ ___~~. I,' ( . , , ..~ -~--"--' f I " LJ1JX\~~jDE :i, , D~:':" r~, 1~7tin"~ 11 Iii,.' . ~~~ ~~~ ":" ,vi A~5OClA\t~~ I !Jh " ,~j ~~n =~ij~ll '" I I . '\t ,I ' :; 11. · 412241~. ' .' J '!;'''"'''7fF ;~, .'..," '" ' i ~ I Ii, Iti' ! [' '.,,:~.: . t . ? I '.; I - - / ~' J I '.-. -"''''-''''- '01 .. '-----.... ~ ,;::. ~ I ~ \ " i " I:' I "~ ~l ~ 't1 ". .' . .,j' ;:' .,~ I ( . /J~~ , --t' :. \1 :.' I . I , I I "j I ; i . , " , i . I 'I i .'1 \ /0 './,::> I 1~1'--' so.. / / P 3b' -:r . -.sc, ~ ~~_ ~_,~'Z U' "10",." <? >'-, -< ,; '? .. '7 ,.., r;b l .~ l~l ---x 0/ IV) ~ / ~ ~ '" " \~ ~ '\..-.. " , ( Q.i ..Y ~ i' \\; "<::\ --t:- , ..\. '\.-. >.. 'lJ .'^' ~ ~ ~ I -..t <>- .{ . ~, i I ~. r --v C. ~" "'V "--.--...--. / --- .J ",=,1111:/ //6'"] ....~ 2., 't:: /, n 11, 'J