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Home My WebLink About10865 W. 32nd AvenueCITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE .13 t G=am Inspection Type: Job Address: Permit Number: iris-�r■.,�� ❑ No one available for inspection: Time _/PM Re -Inspection required: ((es) No When corrections have been made, s5bequie for re -inspection online at: http✓/www. ci. wheatridge. co, uslinspection Dat ' (. Zk- spec 1�' i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:¢(' }� Permit Number: ❑ No one available for inspection: TWO Z2 AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at; http✓/www.ci.wheatridge.co.usfinspgctio 211 f DO NOT Rt-kOVE THIS NOTICE 1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202002186 PERMIT NO: 202002186 ISSUED: 10/28/2020 JOB ADDRESS: 10865 W 32nd Ave EXPIRES: 10/28/2021 JOB DESCRIPTION: Install a 8.410 kW grid tied, roof flush mounted solar photovoltaic system, 29 panels on house roof, no structural required *** CONTACTS *** OWNER (303)324-3581 DENNIS G WEDDINGFELD TRUST SUB (720)255-7342 MARK MONTOYA 190076 FREEDOM FOREVER COLORADO LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 29,775.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI 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 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 requ�ired 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, anviolation 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Thursday, October 22, 2020 3:25:23 PM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 10865 W 32nd Ave Wheat Ridge, CO 80033 Property Owner Name Weddingfeld, Dennis Property Owner Phone 303-324-3581 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email dweddingfeld@yahoo.com Address Attach City of Wheat Wheat Ridae Electronic Payment Form - 10865 W 32nd Ave. odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the Freedom Forever Colorado, LLC. 190076 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Scope of Work KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2" x 11" only Solar Installation Plan Set on 11'x17" only. 720-384-7512 jburks@freedomforever.com j bu rks@freedomforever. com Install a 8.410 kW grid tied, roof flush mounted solar photovoltaic system 8.410 29 All on house roof No Structural Enaineer Analysis - 10865 W 32nd Ave.odf Solar PV Plans - 10865 W 32nd Ave.odf Project Value (contract 29775 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Jeremy Burks Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. 0InCurrent Renewables Engineering 10/9/2020 Freedom Forever LLC, 43445 Business Park Dr Suite 110, Temecula, CA 92590 Subject: Structural Certification for Installation of Residential Solar re job: Weddingfeld, Dennis, 10865 W 32ND AVE„ WHEAT RIDGE, CO 80033 Attn.: To Whom It May Concern Observation of the condition of the existing framing system was performed by an audit team of Freedom Forever LLC . After review of the field observation data, structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: ROOF 1: Shingle roofing supported by 2x4 Truss @ 24 in. OC spacing. The roof is sloped at approximately 27 degrees and has a max beam span of 6 ft between supports. Design Criteria: Code: 2018 IBC (ASCE 7-16) Ult Wind Speed: 130 mph Exposure Cat: C Ground Snow: 42.9 psf Min Roof Snow: 30 psf ROOF 1: adequate to support the imposed loads. Therefore, no structural upgrades are required. Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com 055188 10/31/2021 CIVIV STRUCTURAL ONLY 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM CUSTOMER EXPERIENCE 0InCurrent Renewables Engineering 10/9/2020 Freedom Forever LLC 43445 Business Park Dr Suite 110 Temecula, CA 92590 Attn.: To Whom It May Concern re job: Weddingfeld, Dennis 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Desien Criteria: Code: 2018IBC ASCE 7-16 Live Load: 20 psf Ult Wind Speed: 130 mph Exposure Cat: C Ground Snow: 42.9 psf Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com Min Roof Snow: 30 055188 10/31/2021 CIVIL STRUCTURAL ONLY 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY PROFESSIONALISM I CUSTOMER EXPERIENCE Current gables Engineering Roof Properties: Roof Type= Roof 1 Shingle Roof Pitch (deg) = 27 Mean Roof Height (ft) = 23 Attachment Trib Width (ft) = 3.3 Attachment Spacing (ft) = 4 Framing Type= Truss Framing Size= 2x4 Framing OC Spacing (in.) = 24 Section Thickness, b(in.)= 1.5 Section Depth, d (in.) = 3.5 Section Modulus, Sx (in.A3) = 3.1 Moment of Inertia, Ix(in.A4)= 5.4 Framing Span (ft) = 6 Deflection Limit D+L (in.) = 1.2 Deflection Limit S or W (in.) = 0.80 Attachments Pattern = Fully Staggered Framing Upgrade= Adequate Sister Size = NA Wood Species= DF#2 Wood Fb (psi) = 900 Wood Fv (psi) = 180 Wood E (psi) = 1600000 C.(Wind)= 1.6 C. (Snow) = 1.15 CLS = 1.00 CM=Cf=CL=Ci= 1.0 C'= 1.5 Cf. = 1.00 Cr= 1.15 F'b_wind (psi) = 2484 F'b_snow (psi) = 1785 F'v_wind (psi)= 288 F'v_snow (psi) = 207 Mal Iowa ble_wind (Ib -ft) = 634 M_allowable_snow (Ib -ft) = 456 V_allowable_wind (lbs) = 1008 V_allowable_snow (lbs) = 725 Date:10/9/2020 Job Code: Weddingfeld, Dennis 2 of 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM CUSTOMER EXPERIENCE 0 Current gables Engineering E' (psi) =I 1600000 Load Calculation: Dead Load Calculations Panels Dead Load (psf) = 3.0 Min Flat Snow, pf_min (psf) = Roof 1 Roofing Weight (psf) = 3.0 Decking Weight (psf) = 2.0 Framing Weight (psf) = 0.6 Misc. Additional Weight (psf) = 1.0 Existing Dead Load (psf) = 6.6 Total Dead Load (psf) = 9.6 Snow Load Calculations Ground Snow Load, pg (psf) = 42.9 Min Flat Snow, pf_min (psf) = 30 Min Sloped Snow, ps_min (psf) = 30 Snow Importance Factor, Ic = 1.0 Exposure Factor, Ce = 0.9 External Pressure Up, GCp_1 = Roof 1 Thermal Factor, Ct = 1.2 Flat Roof Snow, pf (psf) = 32.4324 Slope Factore, Cs = 1.00 Sloped Roof Snow, ps (psf) = 32 Wind Load Calculations Ultimate Wind Speed (mph) = 130 Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1.0 Array Edge Factor, VE = Roof 1 Velocity Press Exp Factor, kz = 0.93 Ground Elevation Factor, ke = 1.00 Velocity Pressure, qz (psf) = 34.2 Array Edge Factor, VE = 1.25 Solar Equalization Factor, ya = 0.70 External Pressure Up, GCp_1 = -1.5 External Pressure Up, GCp_2 = -2.2 External Pressure Up, GCp_3 = -2.3 External Pressure Down, GCp = 0.6 Design Pressure Up, p_1 (psf) _ -44.8 Date:10/9/2020 Job Code: Weddingfeld, Dennis 3 of 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM CUSTOMER EXPERIENCE Date:10/9/2020 Current Job Code: Weddingfeld, Dennis 0��n gables 4 of 6 Engineering Design Pressure Up, p_2 (psf) _ -65.8 Design Pressure Up, p_3 (psf) _ -68.7 Design Pressure Down, p (psf) = 17.9 Hardware Checks: Lag Screw Checks: Roof 1 Ref. Widthrawal Value, W (Ib/in) = 266 (CM = Ct = Ce' = 1.0) Cp = 1.6 Adjusted Widthrawal Value, W' (Ib/in) = 426 Lag Penetration, p (in.) = 2.5 Allowable Widthrawal Force, W'p (lbs) = 1064 Applied Uplift Force (lbs) _ -405 Uplift DCR = 0.38 Ref. Lateral Value, Z (lbs) = 270 (CM = Ct = CA = Ce' = 1.0) Cp = 1.15 Adjusted Lateral Value, Z' (lbs) = 311 Applied Laeral Force (lbs) = 212 Angle of Resultant Force, a (deg) = 62 djusted Interaction Lateral Value, Z'a (lbs) = 698 Lateral DCR = 0.30 Roof Framing; Checks: Force Checks: LC1: D+S LC2: D+0.6W Roof 1 Applied Moment (Ib -ft) = 252 Applied Shear (lbs) = 252 Allowable Moment (Ib -ft) = 456 Allowable Shear (lbs) = 725 Moment DCR = 0.55 Shear DCR = 0.35 Applied Moment (Ib -ft) = 122 Applied Shear (lbs) = 122 Allowable Moment (Ib -ft) = 634 Allowable Shear (lbs) = 1008 Moment DCR = 0.19 Shear DCR = 0.12 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM CUSTOMER EXPERIENCE 0 Current gables Engineering LC3: D+0.75(5+0.6W) Applied Moment (Ib -ft) = 252 Applied Shear (lbs) = 252 Allowable Moment (Ib -ft) = 634 Allowable Shear (lbs) = 1008 Moment DCR = 0.40 Shear DCR = 0.25 LC4: 0.6D+0.6W Applied Moment (Ib -ft) = 127 Applied Shear (lbs) = 127 Allowable Moment (Ib -ft) = 634 Allowable Shear (lbs) = 1008 Moment DCR = 0.20 Shear DCR = 0.13 Deflection Checks (Service Level): LC1: D+L LC2: S LC3: W (Down) LC4: W (Up) Seismic Check: Existing Weight: Roof 1 Deflection (in.) = 0.02 Deflection Limit (in.) = 1.2 Deflection DCR = 0.02 Deflection (in.) = 0.04 Deflection Limit (in.) = 0.80 Deflection DCR = 0.06 Deflection (in.) = 0.01 Deflection Limit (in.) = 0.80 Deflection DCR = 0.01 Deflection (in.) _ -0.03 Deflection Limit (in.) = 0.80 Deflection DCR = 0.03 Wall Weight (psf) = 17 Tributary Wall Area (ft') = 4350 Total Wall Weight (lbs) = 73950 Roof Weight (psf) = 7 Date:10/9/2020 Job Code: Weddingfeld, Dennis 5 of 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM CUSTOMER EXPERIENCE 0 Current gables Engineering Roof Area (ft) = 5250 Total Roof Weight (lbs) = 34658 Total Existing Weight (lbs) = 108608 Additional PV Weight: PV Panel Weight (lbs) = 54 Number of Panels = 29 Total Additional PV Weight (Ibs) = 1579 Weight Increase: (Existing W +Additional W)/(Existing W) = 101% Date:10/9/2020 Job Code: Weddingfeld, Dennis 6 of The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM CUSTOMER EXPERIENCE PHOTOVOLTAIC SYSTEM PV SYSTEM SUMMARY: 8.410 KW ROOF MOUNT RESIDENTIAL PHOTOVOLTAIC SYSTEM SYSTEM SIZE (DC) STC: 29 X 290.00= 8410W DC PV -2A PTC: 29 X 266.10 = 7716.90W DC SYSTEM SIZE (AC) 6000W AC MODULES 29 X HANWHA QCELLS: Q.PLUS BFR—G4.1 290, 290W OPTIMIZERS 29 X SOLAR EDGE: P320 INVERTER SOLAREDGE: SE6000H—US [S11] ROOF TILT AZIMUTH RAFTER/TRUSS SIZE COMPOSITION SHINGLE 27° PITCH 1800 & 2700 2"X4" TRUSS @ 24" O.C. ATTACHMENT TYPE : UNIRAC: SFM MICRORAIL MAIN SERVICE PANEL EXISTING 225 AMPS MSP WITH 225 AMPS MAIN BREAKER ON END FEED INTERCONNECTION PV BREAKER TIES IN MSP OCPD RATING 35 AMPS UTILITY : XCEL ENERGY TABLE OF CONTENT I PV -1 I SITE LOCATION AND HOUSE AERIAL VIEN� PV -2 SITE PLAN PV -2A ROOF PLAN WITH MODULES LAYOUT PV -3 ROOF MOUNTING DETAILS PV -4 ELECTRICAL LINE DIAGRAM PV -5 EXISTING SERVICE PANEL PV -6 NOTES AND EQUIPMENT LIST PV -7 LABELS PV -8 OPTIMIZER CHART PV -9 SAFETY PLAN PV -10 SAFETY PLAN (CONT.) CITY NOTES: THIS PROJECT COMPLIES WITH THE FOLLOWING: • 2018 INTERNATIONAL BUILDING CODE AMENDMENTS • 2018 INTERNATIONAL MECHANICAL CODE AMENDMENTS • 2018 INTERNATIONAL PLUMBING CODE AMENDMENTS • 2018 INTERNATIONAL ENERGY CONSERVATION CODE AMENDMENTS • 2018 INTERNATIONAL RESIDENTIAL CODE AMENDMENTS • 2018 INTERNATIONAL FIRE CODE AMENDMENTS • 2018 INTERNATIONAL FUEL GAS CODE AMENDMENTS • 2018 INTERNATIONAL EXISTING BUILDING CODE AMENDMENTS • 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE AMENDMENTS • 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE AMENDMENTS • NFPA 99 STANDARDS FOR HEALTH CARE FACILITIES, 2018 EDITION • UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS, 1997 EDITION) 2020 NATIONAL ELECTRICAL CODE (NEC) AS ADOPTED BY CITY OF WHEAT RIDGE CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT POSSIBLE. INSTALLATION NOTES: • PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLESS INVERTERS. • INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. • EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS • DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY EXCAVATION TAKING PLACE ,►4, J7�City of Approved as Noted vv ltg� Approval Notes: COMMUNI"1Y UEVELC 1 MENT 1) P/V array system to have grounding system installed per Part III oti APPROVED Article 250 per 2017 NEC Article 690.47(A). Reviewed for Code Compliance 2) If UFER ground in not available provide or verify supplemental ground rods per 2017 NEC Article 250.53(A)(3). 3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(B) Plans Examiner Date Validity of permit: The issuance of o permit or approvo of plans speciftcownt and compurabons shall not be o permit for, or an approval of, any vrotabon to any of the provisions of the burlding code or of oar city ordinauxese Aermfts presurrung to gfw outhority to viol00 or conte/ the provMMU of the ft*ft codes or other o,lrinonm of the City Shah riot be vuhat CLIENT: WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 REVISIONS: DESCRIPTION DATE I REVISION 1. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans and accompanying calculations and notify the Engineer of Record of any discrepancies prior to starting construction. 2. These plans are stamped for structural code compliance of the roof framing supporting the proposed PV installation referenced only. These plans are not stamped for water leakage. PV modules, racking, and attachment components must follow manufacturer guidelines and requirements. 3. Please see accompanying Structural Calculations report for details regarding calculations as well as limits of scope of work and liability. 4. Attachments to be installed in a staggered orientation to properly distribute loads. SITE LOCATION: u namw� x.. P roe pen V Al" wx•t•. „a,� Dementary Schaul X��rt R �' Levels h L Meedows Perk r``�'�, F v Applewood wans�'' 8ePt1e1 Church n n nANa Apple roo-d Knolls9 waa�d Av r. Swim And Tennis Club c` waiyri % wa%,w pDO LI�F� GILL, 055188 Exp. 10/31/2021 -090 C�--��Q Fss�ONALE��\ STRUCTURAL ONLY wan, w� � waww s se W 59h Are 4010 65 Weer q & 32nd Arerlue wainn wzne nw �„rn Ptah a.r o� . dr rY, HOUSE AERIAL VIEW: f 7�0 DATE: 110/9/2020 DESIGN I WILLIAM BY: JOB NO.: IF064826 M® TITLE: 4'., a 9sprpula-Farr i Acnu2o-ne Auto- Pares Pry Par c y � W 35th Ave I - yl wn ar. WaanM WS2nd1 ell xaanne Y- 4 � Paramwun� I1. Park. SITE LOCATION MODULE LOCATION SITE LOCATION AND HOUSE AERIAL VIEW SHEET: PV -1 Electrical Contractor No: •• freedom C-10 #1029644 GREG ALBRIGHT FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel: (800) 385-1075 CITY NOTES: THIS PROJECT COMPLIES WITH THE FOLLOWING: • 2018 INTERNATIONAL BUILDING CODE AMENDMENTS • 2018 INTERNATIONAL MECHANICAL CODE AMENDMENTS • 2018 INTERNATIONAL PLUMBING CODE AMENDMENTS • 2018 INTERNATIONAL ENERGY CONSERVATION CODE AMENDMENTS • 2018 INTERNATIONAL RESIDENTIAL CODE AMENDMENTS • 2018 INTERNATIONAL FIRE CODE AMENDMENTS • 2018 INTERNATIONAL FUEL GAS CODE AMENDMENTS • 2018 INTERNATIONAL EXISTING BUILDING CODE AMENDMENTS • 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE AMENDMENTS • 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE AMENDMENTS • NFPA 99 STANDARDS FOR HEALTH CARE FACILITIES, 2018 EDITION • UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS, 1997 EDITION) 2020 NATIONAL ELECTRICAL CODE (NEC) AS ADOPTED BY CITY OF WHEAT RIDGE CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT POSSIBLE. INSTALLATION NOTES: • PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLESS INVERTERS. • INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. • EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS • DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY EXCAVATION TAKING PLACE ,►4, J7�City of Approved as Noted vv ltg� Approval Notes: COMMUNI"1Y UEVELC 1 MENT 1) P/V array system to have grounding system installed per Part III oti APPROVED Article 250 per 2017 NEC Article 690.47(A). Reviewed for Code Compliance 2) If UFER ground in not available provide or verify supplemental ground rods per 2017 NEC Article 250.53(A)(3). 3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(B) Plans Examiner Date Validity of permit: The issuance of o permit or approvo of plans speciftcownt and compurabons shall not be o permit for, or an approval of, any vrotabon to any of the provisions of the burlding code or of oar city ordinauxese Aermfts presurrung to gfw outhority to viol00 or conte/ the provMMU of the ft*ft codes or other o,lrinonm of the City Shah riot be vuhat CLIENT: WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 REVISIONS: DESCRIPTION DATE I REVISION 1. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans and accompanying calculations and notify the Engineer of Record of any discrepancies prior to starting construction. 2. These plans are stamped for structural code compliance of the roof framing supporting the proposed PV installation referenced only. These plans are not stamped for water leakage. PV modules, racking, and attachment components must follow manufacturer guidelines and requirements. 3. Please see accompanying Structural Calculations report for details regarding calculations as well as limits of scope of work and liability. 4. Attachments to be installed in a staggered orientation to properly distribute loads. SITE LOCATION: u namw� x.. P roe pen V Al" wx•t•. „a,� Dementary Schaul X��rt R �' Levels h L Meedows Perk r``�'�, F v Applewood wans�'' 8ePt1e1 Church n n nANa Apple roo-d Knolls9 waa�d Av r. Swim And Tennis Club c` waiyri % wa%,w pDO LI�F� GILL, 055188 Exp. 10/31/2021 -090 C�--��Q Fss�ONALE��\ STRUCTURAL ONLY wan, w� � waww s se W 59h Are 4010 65 Weer q & 32nd Arerlue wainn wzne nw �„rn Ptah a.r o� . dr rY, HOUSE AERIAL VIEW: f 7�0 DATE: 110/9/2020 DESIGN I WILLIAM BY: JOB NO.: IF064826 M® TITLE: 4'., a 9sprpula-Farr i Acnu2o-ne Auto- Pares Pry Par c y � W 35th Ave I - yl wn ar. WaanM WS2nd1 ell xaanne Y- 4 � Paramwun� I1. Park. SITE LOCATION MODULE LOCATION SITE LOCATION AND HOUSE AERIAL VIEW SHEET: PV -1 ROOF AREA: 4355.56 SQ FT (E) MAIN SERVICE PANEL (E) UTILITY METER 102'- (N) 29 HANWHA QCELLS: Q.P 3FR-G4.1 290, 2 PROPERTY LINE freedom FOREVER FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel (800) 3851075 I I 23'-11 " 2IVEWAY I I 102'-5" I Electrical Contractor No: C-10 #1029644 GREG ALBRIGHT 0,4 CLIENT: WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 REVISIONS: DESCRIPTION W Q D Z N co Es 0 055188 1. 10/31/2021 STRUCTURAL ONLY SITE PLAN i SCALE: 1/16" = V-0" 1 DATE: 10/9/2020 DATE REVISION DESIGN WILLIAM BYLl : JOB NO.. F064826 TITLE: I SHEET: SITE PLAN I PV -2 ROOF AREA : 4355.56Q ROOF AREA STATEMENT MODULES ARRAY SYSTEM ROOFPITCH AZIMUTH ROOFAREA ARRAY AREA PIPE VENT DISTRIBUTED QTY COVE RAGE % CONDUIT ® SETBACK WEIGHT 1 23 27° 180° 744.71 SQ FT 413.31 SQ FT 11.96% 2.50 LBS 2 6 27° 270° 1010.68 SQ FT 107.82 SQ FT 0 (N) 29 HANWHA QCELLS BFR -G4.1 29( NOTES: 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES 3. JUNCTION BOX IS MOUNTED TO THE RAIL. ' freedom FOREVER FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel (800) 3851075 Electrical Contractor No: C-10 #1029644 GREG ALBRIGHT CLIENT: WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 REVISIONS: DESCRIPTION CESS \YS DATE I REVISION 0 055188 1.10/31/2021 CIVII STRUCTURAL ONLY LEGEND: 1-1 OBSTRUCTION O PIPE VENT 0 MODULES - — - CONDUIT ® SETBACK Ac AC DISCONNECT MsP MSP ue JUNCTION BOX INV INVERTER uM UTILITY METER ROOF PLAN WITH MODULES LAYOUT i SCALE: 3/32" = Vi j TITLE: SHEET: DATE: 10/9/2020 DESIGN WILLIAM ROOF PLAN WITH BY. MODULES LAYOUT PV -2A JOB NO.. F064826 SFM TRIMRAIL PV MODULE SFM SLIDER AND TRIMRAIL ROOF ATTACHMENT ROOF DECK / MEMBRANE LING STAINLESS STEEL LAG OR STRUCTURAL SCREV 12-1/2" MIN. EMBEDMEN FLAT WASHER BUILDING STRUCTURE ATTACHMENT DETAIL Scale: NTS SFM SLIDER AND TRIMRAIL ROOF ATTACHMENT — FLASHING 5/16" STAINLESS STEEL LAG BOLT OR STRUCTURAL SCREW WITH 2-1/2" MIN. EMBEDMENT AND FLAT WASHER MOUNTING DETAILS Scale: NTS freedom F O R E V E R FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel: (800) 385-1075 Electrical Contractor No: C-10 #1029644 GREG ALBRIGHT CLIENT: SFM MICRORAIL ROOF / DECK MEMBRANE FLASHING 5/16" STAINLESS STEEL LAG BOLT OR STRUCTURAL SCREW WITH 2-1/2" MIN. EMBEDMENT AND FLAT WASHER BUILDING STRUCTURE SFM MICRORAIL 2 FT DF#2 2X4 BLOCKING TO BE INSTALLED WHERE PV ATTACHMENTS OCCUR BETWEEN HORIZONTAL TRUSSES IN ORDER TO ACHIEVE PROPER EMBEDMENT PER RACKING MANUFACTURER. BLOCKING TO BE ATTACHED w/ (2) 10d COMMON NAILS EACH END 3" MIN. 3" MAX. v° Q� o Ll GILL 9.yosFo 055188 Exp. 10/31/2021 -090 C�I�--��Q Fss'ONALE��\ STRUCTURAL ONLY RUGS AREA 1 .1ROOF ,AREA 1 - ARRAY 1 4' MAX ATTACHMENT SPACING M6��' I I �I 25,MzNVLEGEND I I I I i 1 I 1 1 d r u I I I I FLASHING Moduli I I I I i 1 I I I I II 1 UNIRAC SLIDERS Roof Z D n es) I I I I 1 1 I I I I 1 1 I I I I! I I I I I M I ROOF / DECK MEMBRANE zone 1 r Zone 2 Lane 3I I 1 I I I 1 1 I I I I I (E) 2"X4" TRUSS @ 24" O.C. SFM Components i WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 city at %� A&Z4- IM202-0 REVISIONS: DESCRIPTION 0 SFM Mitrarail 2" I SFM Splice 16.6" 1 i SFM Anarrht!d I 0 SFM TfirnAttachment 1 I SFM Thrill Urimer clip — Fu III Tri M Sly-eli-ori Cut Trim Section DATE I REVISION TITLE: I SHEET: DATE: 10/9/2020 DESIGN WILLIAM ROOF MOUNTING BY: DETAILS JOB NO.: F064826 INVERTER BACKFEED BREAKER SIZING MAX. CONTINUOUS OUTPUT 25.OA @ 240V 25.0 X 1.25 = 31.25AMPS 35A BREAKER - OK SEE 705.12 OF 2020 NEC 225 X 1.20 = 270 270 - 225 = 45A ALLOWABLE BACKFEED o.1+ 1 v KV V-uk. 6.000 MAC PV INTERACTIVE SYSTEM c+Tninir+ 4 14 HANWHA QCELLS: Q.PLUS BFR -G4.1 290, 290W +- +- +- I I I STRING -2 15 HANWHA QCELLS: Q.PLUS BFR -G4.1 290, 290W I I I I I I I I I CONDUCTOR AMPACITY DE -RATE CALCULATION NEC Factors Table Wire CONDUCTOR Circuit NEC Factors Table 310.15(B)(2)(a) Adj. Conductor Conduit Fill Location QUANTITY Conductor Size 310.15(B)(16) Ambient Ampacity @ 90°C Correction Per Allowable Ampacity Temperature 310.15(B)(3)(a) Correction INVERTER TO WALL 3 8 55 0.96 52.80 1.00 AC DISCONNECT AC DISCONNECT WALL 3 8 55 0.967 52.80 1.00 TO POI1 Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) NOTES: - "PHOTOVOLTAIC SYSTEM CONNECTED" YELLOW WITH BLACK LETTERING PLACARD TO BE LOCATED ON MAIN BILLING METER - "PV AC DISCONNECT" YELLOW WITH BLACK LETTERING PLACARD TO BE LOCATED ON AC DISCONNECT SOLAREDGE P320 POWER OPTIMIZERS 2 - #10 AWG, PV WIRE JUNCTION BOX - --- I j SOLAREDGE P320 POWER OPTIMIZERS I 2 - #10 AWG, PV WIRE 1 - #6 AWG IN FREE AIR OR #8 AWG MUST BE IN EMT CONDUIT Electrical Contractor No: ' CLIENT: •• freedom C-10 #1029644 F O R E V E R GREG ALBRIGHT FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 �1 Tel: (800) 385-1075 (N) INVERTER SOLAREDGE: SE6000H-US [S11 ] NAC DC RAPID SHUTDOWN SWITCH NOTES: -VERIFY COLD WATER BOND -COLD WATER BOND TO GAS PIPE ON CUSTOMER SIDE OF GAS METER -(2) GROUND RODS, UNLESS CONNECTED TO BUILDING LIFER 4 - #10 AWG, THWN-2 1 - #8 EGC, THWN-2 IN 3/4" OR LARGER EMT CONDUIT WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 (N) 60A LOCKABLE KNIFE BLADE AC DISCONNECT SWITCH WITH VISIBLE OPEN SQUARE D: DU222RB 3 - #8 AWG, THWN-2 1 - #8 EGC, THWN-2 IN 3/4" OR LARGER EMT CONDUIT (E) 225A RATED MAIN SERVICE PANEL 1 PH, 120/240V 60HZ (E) 225A / 2P MAIN BREAKER (END FED) TO OTHER LOADS • (N) 35A / 2P PV BREAKER •� • REVISIONS: DESCRIPTION DATE REVISION Approved as Noted U (E) UTILITY METER - CONNECT TO PREMISES GEC SYSTEM NOTE: CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS TITLE: I SHEET: DATE: 110/9/2020 DESIGN WILLIAM ELECTRICAL BY. LINE DIAGRAM PV -4 JOB NO.: F064826 GENERAL NOTES: 1. (29) HANWHA QCELLS: Q.PLUS BFR -G4.1 290, 29OW WIRED AND LISTED TO UL1703 STANDARDS 2. THE SOLAREDGE: SE6000H-US [S11] INVERTER WITH INTEGRATED DC DISCONNECT AND ARC FAULT PROTECTION. ATTACHED WITH SYSTEM ELECTRICAL SPECIFICATIONS, GROUND FAULT PROTECTION & LISTED TO UL 1741 STANDARDS. 3. PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE AS PER NEC SEC. 250.166(A). 4. SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ART. 690 OF THE NEC 5. CONDUIT ABOVE ROOF SHALL BE NO LESS THAN 1" FROM TOP OF THE ROOF TO BOTTOM OF RACEWAY. TABLE NEC 310.15(B)(3)(C) 6. PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN METALLIC RACEWAY AND SHALL BE IDENTIFIED EVERY 10 FEET -- AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS, OR BARRIERS -- WITH MINIMUM 3/8 -INCH -HIGH WHITE LETTERING ON RED BACKGROUND READING: "WARNING: PHOTOVOLTAIC POWER SOURCE" 7. SYSTEM GROUNDING ELECTRODE CONDUCTOR FOR PV SYSTEM TO BE SIZED TO MEET THE REQUIREMENTS OF NEC TABLE 250.66. 8. THE EXISTING MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER. 9. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM. 10. TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. 11. SOLAREDGE INVERTERS ARE LISTED TO UL 1741 AND UL 1699B STANDARDS. 12. SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS 11 SAFETY) AND UL 1741 STANDARDS. freedom V.OpEvr, FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel: (800) 385-1075 Electrical Contractor No: I CLIENT: C-10 #1029644 MATERIAL LIST QTY EQUIPMENT DESCRIPTION 25012OU 'IN HANWHA OPEN CIRCUIT VOLTAGE (Voc) : 39.48V QCELLS: Q.PLUS MAX. POWER VOLTAGE (Vmp) : 32.29V 29 SHORT CIRCUIT CURRENT (Isc) : 9.52A 250030U BFR -G4.1 290, MAX. POWER CURRENT (Imp) : 8.98A 290W PTC RATING: 266.1W MicroRail 250{714U DC MAX SYSTEM VOLTAGE: 480V 004270D SOLAREDGE: AC OUTPUT VOLTAGE RANGE: 211-240V p0 SE6000H-US [S11] MAX. AC OUTPUT CURRENT: 25.OA Clarnp 250110U ,': :- MAX. AC POWER OUPUT : 6000W 008009P a WEIGHTED EFFICIENCY: 99% Lug RATED DC INPUT POWER: 320W N -S Wire SOLAR EDGE MAXIMUM INPUT VOLTAGE: 48VDC 29 P320 POWER MPPT RANGE: 8-48VDC OPTIMIZERS MAX. INPUT CURRENT: 13.75ADC MAX. OUTPUT CURRENT: 15ADC PV BREAKER 35A / 2P PV BREAKER, 1 PH, 240VAC JUNCTION BOX 60OVDC, NEMA 3R, UL LISTED AC DISCONNECT 60A RATED, 240VAC, NEMA 3R UL LISTED 100 FT CONDUIT 3/4" OR LARGER EMT CONDUIT PART PART NURIBER TYPE DEQ:-- . __ 256625U �; � Trim 25012OU 'IN 0 Trim Splice 004200D�i Roof Attachment 25002OU MicroRail (3) 250030U MicroRail Att Splice MicroRail 250{714U Splice 004270D Roof Attachment 008100U'�- p0 Banding Clarnp 250110U ,': :- Vd clip 008009P a Grounding Lug 008000U a N -S Wire Clip 250130U ID End Cap WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 SFM TRIMRAIL 66.25 UNIV DIRK SFM TRIM SPLICE DIRK FLASHKIT SFM TRIM COMP DARK 7�►'II��Ly»[��111 SFM SPLICE 6.5" FLASHKIT SFM SLIDER COMP DARK ��f►■1:#I �'4��I�I�IN]I►II:[�� 1►'#li 4110■1.#1iI 1:1:11lUkiLl1RL+>rpl wi' mm1flip►J ILSCC LAY IN LUG (GB1-41DST) SFM NIS BONDING CLAMP SFM TRIM END CAPS REVISIONS: DESCRIPTION DATE REVISION QUANTITY 10 9 15 39 b 17 45 2 DATE: 110/9/2020 DESIGN I WILLIAM BY: JOB NO.:IF064826 TITLE: NOTES AND EQUIPMENT LIST SHEET: PV -6 705.12(B)(2)(3)(b) NEC 690.31(G)(3) & (4) J L PHOTOVOLTAIC POWER SOURCE EVERY 10' ON CONDUIT AND ENCLOSURES I CLIENT: •••• freedom C-10 #1029644 GREG ALBRIGHT FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel: (800) 385-1075 690.54 L 690.15, 690.54 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT SOLAR ELECTRIC PV PANELS DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY 690.56(C)(1)(A) 690.13 (B) WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 K if-NTrc+. 1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO -PLATING. B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. C. AERIAL FONT. 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS. REVISIONS: DESCRIPTION CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN. DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES INVERTER EQUIPPED WITH RAPID SHUTDOWNL]7'7\ AC DISCONNECT MAIN SERVICE PANEL UTILITY METER u W Q D Z JUNCTION BOX N >M 29 PV MODULE 6X8" TYP - NEC 705.10 DATE I REVISION DATE: 110/9/2020 DESIGN WILLIAM BY: JOB NO.: F064826 TITLE: LABELS SHEET: PV -7 SAFETY PLAN INSTRUCTIONS: 1. USE SYMBOLS IN KEY TO MARKUP THIS SHEET. 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE -PLAN 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON THE JHA SHEET IN CASE OF EMERGENCY NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC NAME: ADDRESS: SAFETY COACH CONTACT INFORMATION NAME: ADDRESS: ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE SAFETY PLAN AND SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON-SITE AND THE PLAN FOR WORKING SAFELY. 1►/G1L4M DATE TI ' freedom FOREVER FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel (800) 3851075 Electrical Contractor No: C-10 #1029644 GREG ALBRIGHT 0,4 CLIENT: WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 REVISIONS: DESCRIPTION DATE I REVISION MARK UP KEY OP PERMANENTANCHOR TO TEMPORARY ANCHOR IL INSTALLER LADDER B❑ JUNCTION / COMBINER BOX S❑ STUB -OUT x SKYLIGHT 0 NO LADDER ACCESS (STEEP GRADE OR GROUND LEVEL OBSTRUCTIONS) ❑ RESTRICTED ACCESS - CONDUIT Gas GAS SHUT OFF HZo WATER SHUT OFF O SERVICE DROP O POWER LINES DATE: 110/9/2020 DESIGN I WILLIAM BY: JOB NO.: TITLE: SAFETY PLAN SHEET: PV -9 JOB HAZARD ANALYSIS Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture I griripr ArrPcc Ladders must be inspected before each use. Extension ladders must be set up on a firm and level surface at a 4 -to -1 rise to run angle (or 75 degrees) and the top must be secured to the structure. Extension style ladders placed on uneven, loose or slippery surfaces must additionally have the base firmly anchored or lashed so the base will not slip out. Extension ladders must be used with walk-through devices or the ladder must extend 36" above the stepping off point. A -frame ladders must only be climbed with the ladder spreader bars locked in the open position; A -frame ladders shall not be climbed while in the closed position (ex, closed and used while leaned against a structure). Additional notes: Mobile Equipment • Only Qualified operators will operate equipment; operators must maintain a certification on their person for the equipment being operated. • Type(s) of mobile equipment (Type/Make/Model): • Qualified operator(s): Material Handling and Storage • Materials will be staged/stored in a way that does not present a hazard to client, personnel or public. Materials stored on the roof will be physically protect from failing or sliding off. Fall PrntPrfinn A site-specific plan for fall prevention and protection is required prior to starting work and must remain onsite at all times until work is complete; a fall rescue plan must be outlined and discussed among the crew prior to work start. First -person -Up (FPU) must install their anchor and connect before any other task, including installing other anchors. The Last -Person -Down (LPD) must be the only person on a roof uninstalling fall protection. FPCP (name and title): • FPU and LPD (name and title): Electrical Safety • The Electrical Qualified Person (EQP) is required onsite to perform electrical work. • All electrical work will be performed with equipment in an electrically safe condition (de -energized) unless approval has been granted prior to work. • Service drops and overhead electrical hazards will be indentified and protected from contact, as neccessa . • EQP (name and tile): � freedom - F O FREEDOM FOREVER LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Tel: (800) 385-1075 Pi ihlir PrntPrfinn • The safety of the Client and the Public must be maintained at all times. • The Client and the Public shall be prevented from entering the work zone through the use of barriers and/or signage, as required. • Company, Client and Public property shall be protect from falling objects. • Pets (including dogs) shall be secured by their owners prior to work start. • The client should not leave pets, family members, or others in the charge or care of Employees, Contractors, or Temporary • Crew leader responsible for communication with the client: • Client and public is excluded from work area by barricades (N/A, Yes, No): Training and Pre -Job Safety Briefing • All employees onsite shall be made aware of the specific hazards of this project and review this HJA during a pre -job briefing, and their signature indicates awareness of site conditions and the plan to eliminate any hazards identified prior to and during the project. • Crew leader (name/title): • Crew member (name/title): • Crew member (name/title): • Crew member (name/title): • Crew member (name/title): • Crew member (name/title): Airborne Contaminants: Asbestos -containing (Transite) piping (ACP) - Do not disturb (move, drill, cut fracture, etc.) Asbestos -containing thermal insulation (ACI) and Asbestos -containing duct wrapping (ACW) - do not disturb, no attic or crawlspace access is allowed if work to be performed could cause exposure to personnel, client or public. • If yes, list specific tasks and protection in place: Electrical Contractor No: ' CLIENT: C-10 #1029644 GREG ALBRIGHT WEDDINGFELD, DENNIS 10865 W 32ND AVE, WHEAT RIDGE, CO 80033 303-324-3581 Weather and Environment The site supervisor shall forecast the weather conditions at the job site, prior to crew arrival, in order to mitigate any hazards associated with inclement weather (heat, cold, wind, rain, etc.) The site supervisor will utilized a portable wind meter (anemometer) to verify actual onsite wind conditions, by checking at the ground and on any elevated work surface (ex, rooftop) prior to work start, at midday and prior to solar panel staging on a roof. Elevated work involving the moving or maneuvering of solar panels shall cease at 25mph (sustained wind) until wind subsides. • Forecasted weather maximum temp (degrees F): Heat Related Illness Prevention • Employees shall have access to potable drinking water that is fresh, pure, and suitably cool. The water shall be located as close as practicable to the areas where employees are working. Water shall be supplied in sufficient quantity at the beginning of the work shift to provide at least one quart per employee per hour for drinking for the entire shift. Employees may begin the shift with smaller quantities of water if they identify the location and have effective means for replenishment during the shift to allow employees to drink on quart or more per hour. The frequent drinking of water shall be encouraged. • Shade shall be present when temperature exceeds 80 degrees Fahrenheit. When the outdoor temperature in the work exceeds 80 degrees Fahrenheit, employees shall have and maintain one or more areas with shade at all times. • New employees must be acclimatized. New employees will be monitored by their Crew Leader (site supervisor) for the first two (2) weeks of employment or longer when necessary. • Employees will be allowed and encouraged to implement scheduled breaks during each shift. Employees must take cool -down breaks in the shade any time they feel the need to do so to protect them from overheating. Supervisors are REQUIRED to allow employees any break period they need during high heat conditions. • Cool Vests are encouraged for all employees at all times during periods of high heat. • Identify the location of the closet Occupational/Industrial Clinic or Hospital in case a crew member becomes ill. What is the specific plan to provide and replenish sufficient water for all employees on site? • If offsite replenish is necessary, where will you go to replenish water (location/address): • Who will replenish the drinking water (name): REVISIONS: DESCRIPTION I DATE I REVISION Restroom facilities • Employees shall have access to restroom facilities with hand -washing stations. Use of onsite restroom is at the client's discretion (location is annotated below). If client does not give permission, location of suitable restroom facilities with hand -washing stations offsite will be provided. The onsite supervisor will identify location and make arrangements to ensure all employees have access at any point. • Restroom facilities will be (circle one): Onsite - Offsite • If Offsite, add location name and address: Incident Reporting Procedure • Contact your Site Supervisor Name: Phone: C • Contact your Manager h �GGxD Name: aZ�.Z�Z� Phone: • Contact your Site Supervisor Name: Phone: With: Your full name, phone number, office location, brief description of what happen and when. NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE (add as many as necessary by using additional sheets) Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: TITLE: I SHEET: DATE: 110/9/2020 DESIGN WILLIAM SAFETY PLAN BY: (CONT.) PV -1 O JOB NO.: F064826 THE IDEAL SOLUTION FOR: 6571n x 39 do x 1 win (including frame degrfirslea Thereafter max OS% ae aa�1a, Aileen 92i ga penes- Rooflop srayson Weight Rooney arrays on residential bulltlings 0 13in (3 Amur) thermally pre-streekAd g1wswith co tial/Indulial ant-reflawtDn technology Back Cover buildings Engineered in Germany LOW ELECTRICITY GENERATION COSTS Higher yield per surface area, lower BOA costs, higher power classes, and an efficiency rate of up to 17.7%. I INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-lightandtemperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LI D Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra.QTM. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). MAXIMUM COST REDUCTIONS Up to 10 % lower logistics costs due to higher module capacity per box. A RELIABLE INVESTMENT Inclusive 12 -year product warranty and 25 -year linear performance warrantyt. 'APTtestconaRlons accatlingly IECITS62804-12010 mesuoa B (-1600 V,16Sh) ' See Sake sheet on res for mr1per Informatlon- G CELLS MECHANICAL SPECIFICATION Format 6571n x 39 do x 1 win (including frame degrfirslea Thereafter max OS% ae aa�1a, Aileen 92i ga penes- (1670 mm x 1000 mm x 32 mur) Weight 4081be(185kg) Front Cover 0 13in (3 Amur) thermally pre-streekAd g1wswith EShort Circuit Current Ian [A] ant-reflawtDn technology Back Cover CDUHSDAffi film Frame Black anDdized aluminum Cell 6 x 10 QANTUM Solarc8118 Junction Box 3 35-4 53 in x 236-315in x 059-075in degrfirslea Thereafter max OS% ae aa�1a, Aileen 92i ga penes- (86115mmx60-80mmx15-20 mm), I P67, with bypws tli ces Cable 4mm'Solar cable: L)23937 in(1000mm),O 23937 in(1000mm) Connector St2ubli MCP I F68 .11 kv1MM,— degrfirslea Thereafter max OS% ae aa�1a, Aileen 92i ga penes- 280 285 290 MINIM UM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +SWI -0 W) 2167 EShort Circuit Current Ian [A] RosatiMPP' PMEE sa 280 285 290 Short Circuit Current' Ian [A] 941 946 952 E E Open Circuit Voltage' Vac M 3897 39-22 39-48 Currentat MPP I MEE [A] rw-t3zmmr DErAILA xo"Mm' 0505- asemm)T�TOac reemm) ELECTRICAL CHARACTERISTICS POWER CLASS degrfirslea Thereafter max OS% ae aa�1a, Aileen 92i ga penes- 280 285 290 MINIM UM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +SWI -0 W) 2167 EShort Circuit Current Ian [A] RosatiMPP' PMEE [ASS 280 285 290 Short Circuit Current' Ian [A] 941 946 952 E E Open Circuit Voltage' Vac M 3897 39-22 39-48 Currentat MPP I MEE [A] 884 891 898 Voltageat MPP VMEE M 3167 3199 3229 Efficiency' V 11/1 2168 2171 2174 MINIMUM PERFORMANCEAT NORMAL OPERATING CONDITIONS, NMOT' degrfirslea Thereafter max OS% ae aa�1a, Aileen 92i ga penes- Rosati SAPP PMEE [ASS 2092 2130 2167 EShort Circuit Current Ian [A] 7-58 763 767 .E Open Circuit Voltage VDc IV] 3666 W90 3714 9 Currentat MPP IMEE [A] 693 699 705 Voltageat MPP Cars M 3018 3046 3073 'Messuementlolerances PDe±3%,- Im, Van±6GatSTC _1000W/ny26±2Q AM 15G accortlingto IEC609043.2800W/nA, NM AT spechvm AM 15G 1000(IEC)/1000(UL) Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE Maximum Series Fuse Rating [ADC] Atleasa97Goafter ax Omer tiving degrfirslea Thereafter max OS% ae aa�1a, Aileen 92i ga penes- of nominal power q to 10 years At- easl 83M of nominal power rgto 26 years 25yea 2 n rreasvrem All eriolermo- a C/C +004 FullSake es-Fullwsramiss In accordance with warn ,^ bwarranty terms of bQ CELLS by, by, ran cm wuoumcetwr I sales organisation of you respeolNe Normal Module Operating Temperature NMOT sp comhK Typical module performance m der l ow irradiance con anions In VDE Gtallty Te sled UL 1703, CE compliant IEC 61215 2 016, I EC 61730 2 0 16, Application Class II, US -Paler No -9,893,215 (sols cells) o�E C E Number of Modules per Pallet 32 Number of Pallets Par 53' Container 30 Number of Pallets Par 40' Container Pallet Dimensions(L xWx H) 687 x 453 x 46 lin (1745 Pallet Note: Installationlnstrudlms trust to followed See bye Installation and operating manual a contrt our 6chnlcal service deps4ment for fumer Information on approved l ofthlspodtct HarNAriaQ CELLSA.nea Irl 400 Spechun tenter Drive, Suite 1400, Irvine, CA 92615, USA I TEL +1949748-59961 EMAIL Inquiry®usAcellsoom I WEB wwwq calls comers comparison to STC con alllons (26°C,1000 WInA) TEMPERATURE COEFFICIENTS Temperature Coefficient oil, a C/C +004 Temperature Coefficient orV� B C/K] -028 Temperature Coeffident ofloam V C/C -039 Normal Module Operating Temperature NMOT sp 109±64(43±30C) PROPERTIES FOR SYSTEM DESIGN Maximum System Voltam Vm M 1000(IEC)/1000(UL) Safety Class II Maximum Series Fuse Rating [ADC] 20 Fir. Rating C /TYPE 2 Max. Design Load, Push/Pulp Mai Test Load, Push /PUIP 'See Installation Manual [be/ft'] [mvEfts] 75 (3600 Pa)/ 55 (2667 Pa) 113 (5400 Pa)/ 84(4000 Pa) Permitted Module Temperature on Continuous Duty -4 00 F up U, +18 50 F (-400C up U, +850C) QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION VDE Gtallty Te sled UL 1703, CE compliant IEC 61215 2 016, I EC 61730 2 0 16, Application Class II, US -Paler No -9,893,215 (sols cells) o�E C E Number of Modules per Pallet 32 Number of Pallets Par 53' Container 30 Number of Pallets Par 40' Container Pallet Dimensions(L xWx H) 687 x 453 x 46 lin (1745 Pallet Note: Installationlnstrudlms trust to followed See bye Installation and operating manual a contrt our 6chnlcal service deps4ment for fumer Information on approved l ofthlspodtct HarNAriaQ CELLSA.nea Irl 400 Spechun tenter Drive, Suite 1400, Irvine, CA 92615, USA I TEL +1949748-59961 EMAIL Inquiry®usAcellsoom I WEB wwwq calls comers Single Phase Inuerter with HDmWdvc technology for North America SE3000H-US I SE8840H•US 1 SESOO RH I SE6004H•US I SE1600H-USISE10400H•USISE11440H•US � e ma e m 1 e � m 0 0 1 in V Optimised installation with HD -Wave technology Speciflcallydesignedtowa?kwith pOWef Optlml2erS I RecordR?eakiogeffi vq ElXeduoltagelnverterfo?longersirings Nrelysmall BuR4 module levd monita?ing Outdoo? and indool installation Rtegmted arcfaultpmte ionantl ipidshutdown ar (Optional Revenuegmdetlaia,ANSI(1220 NIC 2014and2R11,pe?adidE R11anJ0)12 (IassRSR,S accumry 1 URINI1 Acedifed,forCPU( hIaIg?id compliance SCdfI'd�PfCl1 s018r� :12, 1 in le No Inserter wit HD•W vRchMlOgyforNodAmerica SE3000H-US I SE3800H-US I SESOOOH-US I SE6000H-USI 7m:N'?wl'; R3h�IL�lii�l �l�ll f�li J.Q. io^IlvAu?. 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(C.V z 1:1'HiiAv466llX 1!9nsb'mlpk;V'Vp.nrgaf:9itl;Irc lPitlkB:i.IrreiJO'rvy{¢'jr aEvJ.,UEi sr�r-fmlrtnWwfPHawsziwE,B¢.?ynpmlC:A1 TDIRTDdgeTDm solar:1M, =?d>f;+-�1rtg61dUtl�InmrLOA?S;tleilA>):19.�'�CIMIRItulmin:mubo'uretibhreod'ul0fjls.lq:6P{ rL {I:�'msrv'enmlmc.rn�rtl'slnla�i'.rl+.felinw'r.P¢LW:VI:LB1;IWl0:ptxdm;talhll.dx \` i�;IcfG:ae^ iL” YU 3'G mf ulS �i Vi 1��11tlrcf1rclr11 !tlm aE Eo m r:a asL 1¢{ vPro:�lrpBa,y? +^+° a -s: B -Eo �1s-Is usas �P{ !4: •{rcfhtl`sli(u=.^I II If W dtl: {Ir i IrpA(lltrr L'i 243 I'S dtl: SFM INFINITY :: U NIRAC BETTER SOLAR STARTS HERE Take your business to the next level with SFM INFINITY, UNIRAC's rail -less PV mounting system for flush mount installations on comp shingle and tile roofs. An advanced 3rd generation product platform in use by top solar contractors nationwide, SFM INFINITY optimizes your operations on and off the roof, with approximately 40% less labor, 30% logistics savings, and 20% fewer roof attachments than traditional solar racking. Plus, 81% of homeowners prefer SFM INFINITY's aesthetics. SUPERIOR PERFORMANCE Enhance your business with two installs per day and 30% less cost. EASY INSTALLATION Pre -assembled components, 20% fewer roof attachments, and level array in seconds with post height adjustment. HOMEOWNER PREFERRED More than 4 out of 5 homeowners prefer SFM INFINITY'S aesthetics over a leading rail brand. SFM INFINITY DESIGN GUIDELINES .OP U N I RAC BETTER SOLAR STARTS HERE While you will see advantages simply from switching to SFM INFINITY, the following guidelines will help you to maximize its benefits. DEFAULT TO LANDSCAPE When possible, design in landscape orientation in order to fit more modules on the roof and minimize roof attachments. �r� MIX MODULE ORIENTATIONS SFM INFINITY is easily configured in mixed array shapes and module orientations to maximize array density and to avoid vent pipes and other obstacles. Because mounting locations are not constrained by rails, SFM INFINITY has unmatched flexibility to enhance your projects. CONSULT THE QUICK TIPS VIDEOS Visit UNIRAC's mobile -friendly library of short, topic -specific videos which answer common questions and demonstrate how simple it is to install SFM INFINITY. Quick Tips Videos: https:Hunirac.com/SFM-Infinity/ DESIGN IN U -BUILDER Layout your arrays in U -Builder, UNIRAC's free solar design software, to optimize SFM INFINITY'S capabilities, including mixing module orientations and minimizing roof attachments. Quickly create layouts on Google or Bing Maps and generate project documents. U -Builder: https://design.unirac.com/ Report No.102393982LAX-002 Unirac, Inc Page 2 of 107 Issued: 11 -Apr-2016 Revised: 20 -Mar -2019 2.0 Product Description Product Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide, Rev PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20 Brand name Unirac The product covered by this report is the Sun Frame Micro Rail roof mounted Photovoltaic Rack Mounting System. This system is designed to provide bonding and grounding to photovoltaic modules. The mounting system employs anodized or mill finish aluminum brackets that are roof mounted using the slider, outlined in section 4 of this report. There are no rails within this product, whereas the 3" Micro Rail, Floating Splice, and 9" Attached Splice electrically bond the modules together forming the path to ground. The Micro Rails are installed onto the module frame by using a stainless steel bolt anodized with black oxide with a stainless type 300 bonding pin, torqued to 20 ft -lbs, retaining the modules to the bracket. The bonding pin of the Micro Rail when bolted and torqued, penetrate Description the anodized coating of the photovoltaic module frame to contact the metal, creating a bonded Ratings connection from module to module. The grounding of the entire system is intended to be in accordance with the latest edition of the National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Photovoltaic Systems. Any local electrical codes must be adhered in addition to the national electrical codes. The Grounding Lug is secured to the photovoltaic module, torqued in accordance with the installation manual provided in this document. Other optional grounding includes the use of the Enphase UL2703 certified grounding system, which requires a minimum of 2 micro -inverters mounted to the same rail, and using the same engage cable. Models I Unirac SFM ED 163.15 (20 Apr17)Mandatory Report No.102393982LAX-002 Unirac, Inc Page 3 of 107 Issued: 11 -Apr-2016 Revised: 20 -Mar -2019 2.0 Product Description Model Similarity NA Fuse Rating: 30A Module Orientation: Portrait or Landscape Maximum Module Size: 17.98 ft2 UL2703 Design Load Rating: 33 PSF Downward, 33 PSF Upward, 10 PSF Down -Slope Tested Loads - 50 psf/2400Pa Downward, 50psf/2400Pa Uplift, 15psf/720Pa Down Slope Trina TSM-255PD05.08 and Sunpower SPR -E20-327 used for Mechanical Loading Increased size ML test: Maximum Module Size: 22.3 ft2 UL2703 Design Load Rating: 113 PSF Downward, 50 PSF Upward, 30 PSF Down -Slope LG355S2W-A5 used for Mechanical Loading test. Mounting configuration: Four mountings on each long side of panel with the longest span of 24" UL2703 Design Load Rating: 46.9 PSF Downward, 40 PSF Upward, 10 PSF Down -Slope Ratings LG395N2W-A5, LG360S2W-A5 and LG355S2W-A5 used for used for Mechanical Loading test. Mounting configuration: Six mountings for two modules used with the maximum span of 74.5" Fire Class Resistance Rating: - Class A for Steep Slope Applications when using Type 1 Modules. Can be installed at any interstitial gap. Installations must include Trim Rail. - Class A for Steep Slope Applications when using Type 2 Modules. Can be installed at any interstitial gap. Installations must include Trim Rail. - Class A Fire Rated for Low Slope applications with Type 1 or 2 listed photovoltaic modules. This system was evaluated with a 5" gap between the bottom of the module and the roof's surface See section 7.0 illustraction # 1 and la for a complete list of PV modules evaluated with these racking systems Other Ratings NA ED1631 tntertek Total Quality. Assured. AUTHORIZATION TO MARK (This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Unirac, Inc 1411 Broadway Blvd NE Address: Albuquerque, NM 87102 Country: USA Standard(s): Klaus Nicolaedis Contact: Tom Young Product: 505-462-2190 Phone: 505-843-1418 FAX: NA klaus.nicolaedis@unirac.com Email: toddg@unirac.com Manufacturer: Cixi Emeka Aluminum Co. Ltd No. 688 ChaoSheng Road Address: Cixi City Zhejiang Province 31 Country: China Contact: Jia Liu Robin Luo +86-15267030962 Phone: +86-13621785753 FAX: NA jia.liu@cxymj.com Email: buwan.luo@cxymj.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA U.S.A. ,,....�.._ Control Number: 5003705 Authorized by: 1 U&� /00 �� e-00" for Dean Davidson, Certificati 2rmanager CM US t1sTP-o Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 ATM for Report 102393982LAX-002 Page 1 of 1 ATM Issued: 9 -Apr -2019 ED 16.3.15 (20 -Apr -17) Mandatory Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat - Standard(s): Plate Photovoltaic Modules and Panels UL 2703: 2015 Ed.1 Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide, Rev Product: PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20 Brand Name: Unirac Models: Unirac SFM ATM for Report 102393982LAX-002 Page 1 of 1 ATM Issued: 9 -Apr -2019 ED 16.3.15 (20 -Apr -17) Mandatory 00 _326 C'Wv RoMvc, INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Z I Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201705376 RMIT NO: 201705376 ISSUED: 08/03/2017 B ADDRESS: 10865 W 32nd AVE EXPIRES: 08/03/2018 B DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 60 sq * CONTACTS *** INER (303)324-3581 DENNIS G WEDDINGFELD TRUST 1B (303)658-0390 Troy Buskirk 110235 Red Diamond Roofing * PARCEL INFO *** USE: UA / Unassigned )NE CODE: UA / Unassigned TBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / * FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,500.00 FEES Dtal Valuation 0.00 se Tax 367.50 armit Fee 331.10 k TOTAL ** 698.60 ** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and .mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. 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 manufacturer 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 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. r City of Wheat Ridge Residential Roofing PERMIT - 201705376 PERMIT NO: 201705376 ISSUED: 08/03/2017 JOB ADDRESS: 10865 W 32nd AVE EXPIRES: 08/03/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 60 sq *** CONTACTS *** OWNER (303)324-3581 DENNIS G WEDDINGFELD TRUST SUB (303)658-0390 Troy Buskirk 110235 Red Diamond Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,500.00 FEES Total Valuation 0.00 Use Tax 367.50 Permit Fee 331.10 ** TOTAL ** 698.60 -- -- *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. 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 manufacturer 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 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. w City of Wheat Ridge Residential Roofing PERMIT - 201705376 PERMIT NO: 201705376 ISSUED: 08/03/2017 JOB ADDRESS: 10865 W 32nd AVE EXPIRES: 08/03/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 60 sq 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 roperty and am authorized to obtain thispermit and perform the work described and approved in conjunction with this permit. I further attes that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all r ,to be performed is disclosed in this document and/or its' accom anying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1Ato 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 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, an violation of any provision of any applicab 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. Dan Schultz eZO(70 5-37 6 From: no-reply@ci.wheatri dge.co.us Sent: Thursday, July 27, 2017 1:20 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE 3 AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 10865 W 32nd Ave, Wheat Ridge, CO 80033 Property Owner Name Dennis Weddingfeld Property Owner Phone 303-324-3581 Number Property Owner Email Field not completed. Address =0 �. 1 Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attach Copy of Contact Roof Contract.Weddingfeld.pdf CONTRACTOR INFORMATION Contractor Business Red Diamond Roofing Name Contractor's License 110235 I�L Number (for the City of Wheat Ridge) Contractor Phone 303-658-0390 Number Contractor Email Address tara@reddiamondroofing.com Retype Contractor Email tara@reddiamondroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Malarkey Legacy Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 60 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 60 (pitched + flat) of all 2 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) Complete re -roof. Re -roofing roof on house and detached shed. 6:12 pitch 0,500.00"' SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Tara Olson Email not displaying correctly? View it in your browser. 3 Client Name: A't" Rec rolamand 1%' Project (Manager. ROOFING Job Number: Client Name: Project (Manager. Address: Project Manager Phone: City, Stale: Zip: Email: 3 !Municipality: Phone 1: fy 0i `� Date: Phone 2: fu� Lin Jope of Roof Work to be Completed by Red Diamond Roofing btain Permits and Coordinate Inspections as Necessary to Ensure Code Compliance ear Off _ I Layer(s) of Composite Shingles Layer(s) of Wood Shake Shingles Layer(s) Other Replace/ Install Decking (112" OSB typically) Describe Location: Install Ice & Water Barrier. V(EavesValleys Intrusions 1 L.L Install Perimeter Flashing (Drip Edge): Ewes kescolor.� Install Undetlayment: 015# Felt 030# Felt E; r8r thetic Manufacturer. Install New Roofing: 030YR 040YR 050YR Lifetime IR c p Series: Closed Valley with Approved Undedayment QOpen Valley with Valley Metal�y Colo . initial: �f�( Install SbrWaid Ridge ❑ Install High Profile Ridge ❑ Install Ridge Vent Replace Pipe Jacks Replace Bath Vents Replace Heater Caps And lother Replace Attic Vents Turtle Type Vent(s) ❑Turbine Vent(s) eplace Damaged Flashing as Required by Local Code or as Prescribed by Insurance Company's Adjuster Report Paint Pipe Jacks and Vent Stacks to Match Shingles sting Low Slope Roofing Type: Replace With: 'r Clean Up All Construction Debris and Haul Away �. + . Tobi Roof Price Soecial Instructions: As the Property Owner/Agent I (etre) agree to all contract conditions on the front and back of this agreement. Client Signature Date Pa �+ Z Red Diamond Ro6no Inc "entatfve babe 7000 N OroadMray, UnK 101 Plamm (903) 65SAM !Denver, co aosal Please make all checks payable to "Red Diamond Roofing" Farm (303) 4044067 `I CITY OF WHEAT RIDGE i Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /`i s -\-�) Job Address: l b �-4 r; (J -32 -d Permit Number: Z__701 _>e") 5 3 of ❑ No one available for inspection: Time./ L%/ > AM/Pg' Re -Inspection required: Yes �e ' When cons have been made, call for re -inspection at 303-234-5933 Date: D Inspector: DO NOT REMOVE THIS NOTICE INSPECTION RECORD 'VANSPECTION LINE: (303),234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. Electrical INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR I ITIALS COMMENTS: Footings/Caissons Mechanical Sternwall / (CEG) Concrete Encased Ground Roof Reinforcing or Monolithic Building Final Weatherproof / French Drain Fire Department Sewer Service Lines R.O.W & Drainage Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) t POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping Alm CERTIFICATE OF OCCUPANCY tsissuED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line .(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: poo_ Job Address: loss q 1'0. 3DII("A/p, Permit Number: 6q, ❑ No one available for inspection: Time t AM/PM Re-Inspection required: Yes to *When corrections have been made, call for re-inspection at 03-234-5933 Date: Inspector: r xF L ~Y DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division /l/ (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number./fa 'j3,- 4 P b t>' ~2~Itf ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No 'When corrections have. been made, cal f,t~e-in e h n at 303-234-5933 C c A Date: f 12 Inspector: - !2 j DO NOT REMOVE THIS NOTICE i i INSPECTION RECORD ; OCCDPancVITVDe ! INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PIM to receive inspection the following business day. kvf INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR - INITIALS - COMMENTS: ' Footings /Caissons Stemwall / (CEG) Concrete Encased .Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines: Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND.PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical(Underground) Plumbing (Underground) Heating (Underground) " DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS ' Sheathing k. Lath /Walltie g -Mid -Roof -Electrical Service Rough Electric ;Rough Plumbing Gas Piping; 'Rough Mechanical .ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING i ; Framing .Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof :Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND.PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ;: > "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A ' 'CERTIFICATE OF OCCUPANCY lS ISSUED FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER r '' ` ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: W Job Address: Permit Number: r: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No *When corrections have been made, call forge- inspection at 303 - 234 -5933 Date: fig' /3r� Inspecto DO NOT REMOVE THIS NOTICE City of Wheat Ridge 1r Residential Roofing PERMIT - 092116 PERMIT NO: 092116 ISSUED: 09/09/2009 - JOB ADDRESS: 10865-W 32ND AVE -EXPIRES: 03/08/2010 DESCRIPTION: T/o: Install 51 sqs Tamko 50yr ***CONTACTS**.* owner 303/435-3316 Welch Construction gc 303/789 1505 Jennifer Petersen 02-0371 Jenesis Roofing,,. LLC PARCEL INFO ZONE CODE: : UA USE: UA SUBDIVISION:. 0673 BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED-PROJECT., VALUATION: 21,370.00 FEES Permit Fee 454.10 Total Valuation .00 Use Tax 384.66 ka4 **:TOTAL 838.76." Conditions: 6 nail installation & mid-roof inspection required. Board sheathing spaced more than 'a 1/2 '.of an inch apart requires plywood overlay. on. entire roof. ice and water shield required from ..eave'edge to 2''inside .`exterior walls.. 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 Ihave read and agree to abide by all conditions printed on this application and' at I assume full responsibility for compliance with the Wheat Ridge Building Code :(I.B.C). and all other appl icable. Ridge ,Or finances, for work under this permit. Plans. subject to field inspection. Sign tur of contractor/owner 'date 1. This permitwas 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 orl 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 causinga 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, an vi tion of the provisions of the. building codes or any other: ordinance, law, rule or regulation.. All plan revi i~ ct to field inspections. Signature of Ch' 'Su ding Official - date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE :MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY of "'"E^T City of Wheat Ridge Building Division Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Plan c o Inspection Line: 303-234-5933 °coRro Permit Building Permit Application Propert y-'Addres`s: \pj -j24--d Avc, Property Owner (please print): 1}' UCIA CU-KS+MC Qvl Phone:~043-503] Mailing Address: (if different than property address) Address: (A Bn City, State, Zip: A-Yv , U (J M4 Contractor: J WS Contractor License a°j Phone: ~0 j '7fiI - (505 Sub: Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: -3°1 Q. Use of space (description): Construction value: $ Z4 F Description of Work: (as calculated per the Building Valuation Data sheet) aAq J~o r , . r Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares 5- BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 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. CIRLCE ONE:: ( NER) (CON RACTOR) or P RSONAL REPR NTAT _ (OWNER) (CONTRATOR) PRINT NAME: 5 A ~V OJAJS SIGNATURE: Date: I dj`;~ Bldg Valuation: $ 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: ~~ff/~rv~rc Job Address: Permit Number: t99'6,753 ❑ No one available for inspection: Time 3 AM/ES) Re-Inspection required: Yes No *When corrections have been made, calf forme/-inspection at 303-234-5933 Date: /I~BfO Inspector: l DO NOT REMOVE THIS NOTICE` City of `Wheat Ridge r4000or Res. Miscellaneous PERMIT - 091753 ;.'PERMIT NO: 091753 ISSUED: 08/28/2009 JOB ADDRESS: 10865 W 32ND AVE. EXPIRES: 02./24/2010 DESCRIPTION: Install hardcoat stucco over existing CONTACTS owner ..:303/324-.3581 '.Dennis Weddingfeld sub --303/435-3316. Curtis Welch 09-0272 :Advanced Construction Manageme * * PARCEL INFO ZONE CODE: UA `.USE:;.. UA SUBDIVISION: 0673 : BLOCK/LOT#: 0/ FEE SUMMARY.** ESTIMATED PROJECT VALUATION: 6,800.00 FEES Permit Fee 181.10 Total Valuation „ .Op Use Tax 122.40 **TOTAL 303.50 Conditions: Subject to field inspections. 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 a p icabI Wheat. Ridge Ordrn nces, for work under this permit. Plans subject to field inspection. 6yL-~ s V Si nature 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 anew permit. 4. No work of any manner shall be. done that will 'change the natural :flow of water causing a drainage. problem. 5. Contractor shall notify the Building Inspector: twenty-four (24). hours in advance for all inspections and shall receive. written approval. on inspection card before proceeding with successive phases of the job.. 6. The issuance of a. permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, Any violation of the. provisions of the building codes or any other ordinance,. law, rule orr regulation. All pla e w s subject to field inspections. f?. Signature afY Ch f. Building. Official date +INSPEC ON REQUEST LINE: (303)234-5933 .'BUILDING OFFICE: (303)235-2855 REQUESTS. MUST BE MADE BY 3PM'ANY BUSINESS DAY FOR INSPECTION. THE FOLLOWING BUSINESS DAY..'. n, F W"~Tpo City I Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 , Fax: 303-237-8929 OOCORPOO Inspection Line: 303-234-5933 Property. Address Property Owner (glee Mailing Address: (if different than property address) Address: City, State, Zip: Date: Plan Permit Oq i Contractor: A01 V Contractor License Sub Contractors: Electrical City License #AIA Company: Exp. Date: Phone: Plumbing City License WX Company Exp. Date: " ` - Mechanical City License Company: jf q/ Exp. Date: Use of space (description): re.Si. eii'1(iC ' Construction Value: $--0 kf)O UI@s&iiptionl' of WOfk~:gp (as calculated per the Building Valuation Data sheet) --t-Vi,S I~( l ~t VL'C t%(7L°t T 513 (`L-~ I/ Plan Review (due at time of submittal): $ e Sq. Ft./L.Ft a ed: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance With the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C/RLCE ONE:- OWNER) (CONT,RACTOR) o PERSONAL REPRE,NTnA IVE of ((OWNE ))UA(C NTRATOR) PRINT NAME: lli,)"f I > ~v SIGNATURE: i 2i l~ ,YM. Date: I Bldg Valuation: $ 1 Building Permit Application ,r BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * ~ ~Correc ion Notice Job Located at AJCS ~ ~ -s z I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: Sin You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE THIS TAG for Building Dept. FORM WR6-22 MEMORANDUM Approved Date 'T0: Darin Morgan, Chief Building Official CC: Greg Knudson, City Engineer Jake JacobSen, Engineering Tech. II FC:OM: Michael Garcia, Development Review Engineer IA~ DA7E: May 23, 2000 RE: Marvel Minor 5ubdivieion, 10865 WeSt 32nd Avenue The Public WorkS Department will not 5ign the Certificate ofOccupancyat the addres5 li5ted above until the engineer-of-record, Mr. Ken Fenwick, re-certifie5 the drainage plan. It wa5 agreed upon by Mr: Tom Radigan and Mr, Greg Knudson, City Engineer, that no Certificate of Occupancy be i55ued until the re-certification of the drainage plan by the engineer-of-record wa5 5ubmitted to the Gity of Wheat Ridge for approval. ThiS agreement memorandum is located in the development file for the Marvel Minor 5ubdivi5ion for your reference. Date: ~Aa.~ 3I , C'~C)00 A Certificate of Occupancy or Completion has been requested for: ADDRESS: \OB65 ~AY 3and e~U<n`a Purpose of Structure:: ~q e(1C-e Building Department Approval: Remarks: Zoning ApprovaL• Z6 Remarks: Public Works Approval: lkaFj (o - 8 -Oe-,~ Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval; (If Applicable) Remazks: Water District ApproN (If Applicable) Remazks: Oo ~ n c ~ v v o t° o p~ S ry 10 3 ov ~ a m ~e4 S N ? C N N ~ Q c ¢ ~ ° a a ~ ~ m m f ~ m ~ m ~ ~ ~ ~ Tl r ~ C1 O M'o -1 ~ ~ C) O Z ~ > ~ ~ _ m m m ~ y m ~ z m n 3 ~ n m O ~ ~ A O N Q rt Q ~ p ~ O~m ~ --1 A N J Om< 3, ~ ~o z c) o z o mn- ~ i ~ ,YOFD m co N ~ O ~ ~ L OV Q p rr m i o cn 3~m Z E fD m n 6 omc (D ~ • d !1 ~ N W N ~ ~~p ~ ~nn N d 3 O u o n , v Z < (D rt ~ rt A *C ~n Q• n n ~ ip 0 ~ (D O 3 ~ ~ tl ~ r~t lVl1 ~ fD 3 (D Q O O. o .'a O O a T ~ A1 h da < G ~ ~ 70 a ~ 6~ m m N c~rt= CL 0 3 m g O3~ 0 Da i s (D m o. ~D (D N o J ~ n3o d o w N ° 'n n - ~n m ro ~ co b ~ A o ~p, „ fD O N orr W C ~ 3 W E ~n W !D 6 ~ N ~ ~L? d .nn n °n~ o ~ < ~n a c 0 o rn a v ro _ < d~ a~ o 3 ~ = N n ~ v3 m ~ am d 6 ~ O Q < m l 1 ~ ~ I~~I ~ ~ ~ ~ ~ ~ ~ l 1 ~y v ~ z^ l 1 ~ T N O a O S S 3 ~ v ~C W 06'06:20ab i2:22 ~~t467„ KEN&E,1IL'Y'rENwiCk PAGE oi KENNETH R. FENWiCK - REGISTERED PROFESSIONAL ENGINEER ANID LAND SURVEYOR C(VIL STRUCTURAI, ARCHITEC'i'URAL MINING LANp PLqj.NING City of Wheat Ridge, Colorado 7500 W. 29'" Ave. Wheat Ridge, Colorado 80215 13470 BRAIJN ROAD, COLDEN, COLORADO 80401 P.O. BOX 495 - BERTHOUD COLORpDO 80513 970-532-4078 303-219-4479 June 2, 2000 L Grand L Electric Company RE: Drainage at Marvel Minor Sub, Dennis Weddingfeld Attention; Greg Knutsen 701 W. Mississippi qve. Denver, Colorado 80223 (303) 698-9001 FAX 698-pg40 I have inspected the draxnage improvements as constructed for Marvel Ivtinor Subdivision on W. 32nd Ave. The detention pond has been constructed along the reaz of Lots Z and 3 as per the plens and is actually 1&rger and deeper thari the design. 7'hc gravel "French Arain" is in place and approKimately 5 feat deeper than called for in the design. In the front of the horRes the designed pond is not exactly as designed. (nstead of void space for the wastewater to collect, the owr4er has installed a"French Drain" in the entire area of tlte pond with river rock and gravel to the depth of approximately 10 the 12 feet deep_ ► feel that this is sufficient to handle the runoff. [n addition, the contractor/owner has constructed an additional pond area in the southwest corner of Lot 2 and the northwest comer of Lot 1 to intercept and retain runoff from Lots 1 and from a portion of Lot 2. This gives added capacity for detention/reteniion of stocm runotf. Ie is my opinion that the drainage installations as built on the site are adequate to minimize and pxevent damage from storm water during minor and major events. 0 A ~ ~i RECEIVED Jl1N 0 6 2nnn ~,c, ~ ~ MAY 10 199 9:37 FROM LIGHTIN6 RGENCY TO FOOTHILLS CSR PRGE.092i002 fAI•ITHONIA INTER-UFFICE MEMO ~ T0: Jeff Kelnes DAZ`E: Marcb. 81,1999 FIiOMs Debbie W1utE COPIES: 3USJECT: Wet loeatioa listing of the 3H20 The 9H20 is I.isted fur use in wet locatian9 when used with a covered ceili.nC. This is the mest common aay recessed lighti.ng ie used- It meaxu; the backside (I°ugh"m above the ceiliag) ean t get weL Uava1).y this is a floor or roof of the house. The UL Listiag Was tested in aecordance with UL 1571 Incandascent Liglzting ~VR=res 11 ase all of the lum iaaires Lithoaia Lighong DownliP.ht pzoduces. The 3H20 is Lieted for use in the I,3 and LSR. It can be found ia our UL File E158229 V01 1 Sec. 5 Page 6 fnr the L3 and Sec- 6 Page 7 for the L3R. 1 N ~0 ; ~o Y T5 ~z ~ TOTAL PAGE.002 - - //A'//' TEL No. Des 04,94 28:09 P.02 . ~ ~ FORFST PRODUGTS, !N {~r~~ ~ tJl.-~ C= ` DEC.5, i994 NOMEWMHEF ALL YARDS !N RECARD,S 7,YJ OUR DISCUSSlO1YS O1d THE USE OFGLU-UI M BEAMS {N EXTERIaA APPCfCAT10lV5, THE FOLLOWINp SHQUCD AN5WER ANY LdUES710NS YDUR CUSTO&ffiR WIL1- HAIVE 1.qLL 0UR BEAMS ARE f 0096 0t1UG FIR 2 ; ALL 13EAAfS AnE lA1 ED uF 1'L'(TFd gOADDNS EXTEflIOR AAHESIVES $ THEAE65IVd SiRUC7URAL DIFFERAiVCE BE7WEEN INT/EXr6EAMS q TFdEAE !S NO STRUCTURAL L>1FFER,4NCE SETWEEN ARCHRNO BEAMS y THE OtYLY MARKFNGS ON TOP OFTHE 8EAM /I RE THE MfL[. NUM6E~t, Tr dE 1AYUP AND THE DATE OF PRC7D!lGT10M ANf7 77NE woRQ UP fdR TIfE UfRECTTON OF/NSTALiATlON. yy}/lLE ,T(?E' 1WANUFACTUNE W1LL WARRANTY THE BFAMS FbR i 3PAUC7URAL VALUES 17 CANNti7T WARRAFfTY THE APPERANCE !F USED JAt Afti EMHd(]H APPLfCATlON AUE 7o rHE NATSlRAL HEHAVlc717 OF FVUrJD L'YHEta LEFT EXPUSk13 THE WEAa HEfi. ENCLUSED 13 A T1?'ICRZ AfTG CERTIFICA7E49HD6Y7NG SPFCS FOA RLId'FOUf7Gtt,1••f.AMBE,4MS. fF l CAN 8E OF AYY FUF►THER HEtP PLEASE FEEL FREE ?0 CRLL. TNANK YOU HOMEA L U lmvmi R E K FRLumber~Sales S . v ~a 8037 Midway Drive Littleton, Colorado 80125 - 3031791-3715. - FAX303f791-4352 . JOifN NFHM ~~~~~~ED y}rppD PAUDUCTS ALL-Ct?AST FOAEST 3'A001JCTS (sns) 761-9ss2 i ~ P.O. 90X .1?_77 n ENGLEWOOO GO 80160-127Z *(303) 781-9882 R ' 12/05/94 7.J.:16 TX/RX Nt).0365 P.002 Li , TEL Dec 04.94 18=22 P.04 , The~gMarn nsembars OI Ihe~IUb.covnrud by Il~8 ao IndWlduei 9ualifl a/an des 9.. ' lottowmg tVVO 4Lal't9.,marKS,-Each qua11110d piant ha . , :.nsllun. The aes,pnAllnn `P•i 45' shown on the IyPloal,yp2ltty ms7xs Oeiow is not ass~gnea . . to nny planl and Is usod oqly 1or Iha VuFV03" oI illuslratlon . ' ATYPICAL CUS'TC11VI PROD:UG`Y"QUAUT°( MAEtK ~ p-143 ` ANSlIAiTC A190.1-1992 I i InClcatoc conlormanCe to ANSI/AITG A190.1-1992, SVUCNraI Glued Lamineled Indical~ ns hat the tl>mgnated licenseU p181+l - . Timbor . : nas met ail raquifnmenls tor 4uaR!icouoo . ..end mainlains un accePl0l:!0 qunlilY coNrul ' fystom whlch~ Is poiiodfcally incpec;ed tiy AI7G. . . ,R TYPIGAL tJON-CUST(7M PRt~DUCT QUALI7Y Q1VIAoRsKctU1A1 vse, Jea'ry~~etnJ Ly symbols: ' . 8-Slmpla spen bentling ~,tlnjtdo: FCOf°Pres- ' ' cion mambor. T-tenslon membm: CD-conli^u- . USE. . A~ L` ~ ous ar rantilever span bnnding mumbar H . - . . . . L Deslpnams appoa'ance grHJn: . . ~ IND-IndUSirial: AFlGH-ArchileclU(a~ I PREM-Plomlum IT ANS!/AITC A190:1-1992 InJ~catea coniotrtienae lo AN5IIAITC At 40.9-1992. 9"Uctural Olued Laminpied Timber . P-1 43 qITC d¢signallon oi qualilled lic¢nsad . ' planl antl wel-usa atlheswas. When dry- use adhesives ara usad, tne lenar o is rn1ES added. , - SPGV ~ Name o1 wood sOeclES used ~ O0Q-p0 bOF De3ljjnate5 appjltable AtYC laminalilig spucilicativn and combination eymbol; lot . . eKampla:'t17.832dPOri17-833' Foccusidm D~~ducls, the deiails r.overinU AroUuct ero Included in bpplicable ducumenis. k ►FOr non-coslom products, essenUai Jei=lls are 7ndudad on Ute sIarnp. , 12/05/94 11:20 TX/1tX N0.0366 AITC designellan ol qualilied IlcenseJ plaot P.004 Indic8les :hatlhe d@signaled ii6en5ed - plant has me: afi -reqoirements tor quatl- Ifcailon and'.malntzins an neCeptabla yUarily CUntiot syslom whlch is perlodl• 'iaily inepectad by Aiiu . . TEL No. . Uee u4.74 .o•~~ . . . . OYl OF IIMkR . . . i ~ ~ ;ATC: CE RTII`-F.ICATE CONFORMANCE HE UlVCEJ?51G1VEB MANUFACTURER HEI7EBYare m~ e!a ~wi tsi that ihsproducis irientitied helow and on attached sheets Nos. ~----were mar ulactured Inacontorman eEwith applicable provi~o s'of AmeCcan NaUo al ISlandard ANSI~iAITC our lant A190.1-1992, Structural Gluetl l.aminated Timber, 8n Suich plan~t hasa a~quality bconlaol system in Drai~a 9R approved by tY}e In-9qpeetfon 8ureau oi the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and Inspected peribdically by such Bureau. JOB NAME: Al l Cnaat ED~a~P&ff~41GY5- . JOL'LOCATION: FnglEWOOdF. . . . . . . ca7i_~ - CUSTOMER'SUROERNO _iy'4A7 0 ~ORTE10"18'"4k-MFGR'30RUEfiNO. k SfUNR1URE ..~.:c..•. . . - . . . , ' . . ' m nr i f]N DATE 1 n-7R-~1^ liTlfi_ Clt~.a7yy t' trnl -ADDRE55__.PS7H-~a+-t~--"'-'_ . . . AITC HE!?ECiY CERTIFIES that tna said company at its said planr is licensed by the AMERfCAN I1VS7ITUTE OF TIMBER CONS7RUC714N 1o use the AITC CollecUve Mark in respect tty POOntroi systemcinmeffectitatesa(d pbantisvpedodically nspected andtvetne riled by theo~nspection thal the ement Hureau oi the AMEFiICAN INSTITUI E OF 71ivIBER CC7 Sbe manu anduring and test ngjprovisions of AITC, said coinpany Is oapabie ot complying with spp ol said SEandardin respect oi products manulactured at sald plan[. Contormance with the Standard guar ntee he euhdeg be ng that ihelsaldreqmpanY s quaeitiedto p odiuoe a t prnd Ct meet ng thei said 3tandard and thaF its plant is periodfaally Inspected and veriBed by the AtTG InspecUon Bureau. . AsTC Certlflcate No. 9^s.- 019 317 AMERICAN INSTlTU'(E OF TIMBER CONSTRUCTION 09992 AMrRICaNVNSTITl1TE OF TIMeER CONhFRUC7loN TX/RX N0.0366 P.0D3 ■ FsTG fOAM 160 `TEL No.`' Dec;04.94 18*13 of 2 . SNEE1Nu. z . a' ~ . ~ . . . ~ . A TTrlVHlVlE! Y T VV/VII.JEI \ Le~ TO . . . ITC Cerlificate of Conforma;7ce No. -m9317...- Dated?0'Z8'94 ~ .~Job ~ Nome: . . ~ . Job ! ocation: Oated_14=L8~14---- Mfgr's Order No s'74"+~--D CUS1omBr'S Ord¢r PlO.-~~Z~---- Tha (ollowiny glves the odditionol specificorions thni wer_ used in fhe manufocture of the members on this igb: Species: CO~c Regiori Dougl.as Fir LUMBEq 1. Grading Rules> 14C'TB - 16 & AITC - 302 po.agraph, 41CI.I13 - 154 &/SITC - 302'24, 302-229 302-20 Csrades: 302-24302-22p _302-20 L1 L2 L2d L3 Slope o4 Grain: 3~Z-Z4.~-=-.-Z'16, 302-22=1:161 9ti2-20=~1:14 L,1=1:14, 1.2 & L2d=1:12 L3=1:8 ; 7-16q 2..P+1 ;iQfiUHE' Range. Lp ~TENT ~ Variotion per mem6er: 'S%" ~ 3. EN4 JUINT , k'iplir Joint p$'S1`i p2554'7Q -sPeclficaNons. ADHE$IVE , Canforms ta~- Type. Fxte4brt.,,o._-rden9 Bat[h; No, 1gg pj~,,~ Pressure Period 70'75 fox 9 n=s , GL.UIN(2 ?ressuee . 5 . ~ . , ~ . . GIue SpPeod~ . . . . ~ . . `1VTt~OFiIM% p_ /r- . 00 Pieal Qunlliq ontrol $v(JErrisOr . AITC L~censed Plani No . . ~ A~~C ~ . . . . . Company . _ . ` R . . ~ ~qW Ame~~Gn~1nal~Wle ai iimber tanstrvcPa. ~ ~AoTCfonnlBd~65 ~ ' ~ . . ~ . ~ ~ . ~ ~ . ~ . . . . 12/05/94 11:20 TX/RX N0.0366 P.005 M'', Q 3 i r a ~ w w 3 ~ . 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V W - Z • F ' U' T N O O U' O ~ O Q ~ Z Z LL LL LL LL It J 2' l~ (aj O H~ Vl N N Vl N LL N d V J 6 J= J 0 U' d d d d d ~ F J J Z Z d ' ~ O N N O O ~ O l £ O N W Q Q Q~ r H S Z O ~ p N L • ' • • • ~ - O O u~ V O N C O N.- p n p~ N - O II 6 F Z U' Q 7 U' (y ~ ~ p p m O - N H C 6 O W C ~ ^ LL ~ 0'1 w c~ O O 2~ W 2 G 6 U U' O~ U' m J H O H O W Q'r J N a ' J J J J J L~ ~ < w ~ H N O Z d y~ C Q G O J ~ 0 J U Z ~ L~ Z H W • J Y N ~ ~ ^ Z r U ~ ~ Q - c~ o~ c~ ¢ w a6 I E U U U U O ~ d o O c o ~ H Vf lD ~ z z f- ~ O] p H p {/l Q.y in ~ Z 0 Vl Q I O d' _ ~ a Q w~ p II x ~ O a N W W m i-- O.-. ~~pItII{IIIIIIJ// ~ _ 2 F ut O <LL i U' z J 4. ~ O o o z ^ v II ~ t0 v~ ~o~ ` V i • P ~ t/ AQ EL• y ~ • J ~ ° ~ ' ~ ` _ ~ o o s r z° M r, vo ~ :,y ~ ; V v ~ V1 H O 6 Q F ~O CD N~ - 1- ' V F- ' ' Q R O U 6 ~ ~ t+I v v O ti _ • G~ ~ ~ 4 1- 2 LL W N tJ J ~ X ~ ~ • •Z~ c O Oz~ 2 2 vl ~ JJ Q K33c'J ~ / Y ~ ~ ~ 3 ~ 6 •y ~x~ ~ a ~n xuv i 3 ~ ` V ~ £ N ~ O ~ ~ a ~ ~ h~~ ~ - z y a x ~ z ~ z¢ 3 I4IIIIIIIII115 _ x s o 0 0 s¢ w w ~ H c ~ p ~ x O O W 2¢ ~O III N °z ~ N _ _ = o O 6 O ^ w 6 O x Q M ~ 2 = - - 01 Z V n' ~ 3 tJ N 3 ti ~ ~ a - X t z c ~ ~ N 41 c - - 3 y~ y d U ' - in c III III y = _ _ - o ~ 3 _ _ 3 3 O _ - p ' ¢ p J X - - c v r 3 _ n m ~ _ ¢ ? o c ' ' ' N II II W J t0 ~ : N I L M N c ~ - ' _ ` .-.~r o¢ w e 3 ' zz ~n o o.+ LL W W ~ ~ 2 J J O N II ~ _ N Z H ~ ~ ~ Y Y O x III - R tJ U ~ W Z O _ %00 M W N N J J V O 6 • X Q ~ ~ Q ~ Sl W F- V N j - ' V J= cJ O p~ - • N N W M J O K p~ : w Y- ~k ~k O• LL J 1' F o o~ o w w 3 Q F„ ~ y Z N~ j.v.+ b b J < O 00 2 6 ~ ~ IL ^ II ~ ~ ti N ~ F- Z J W ~ ~ C 0-' H ~ ~LL =a QOa ~ ~ LL It LL. L 6 O ~ O ~y ~C G) ap y d 2 d N N N N O O J X ~ p w OP w H N x x 6 O~ i- F- w U vo v w ~ 3 ry ; X X%NN S 7 J ~ . N N N W 0 J CL ~ r~ 0 W L L GONNN p J Wrr O W• (J ~ C y U V J C~ 3 1' 1' O] 9'O F- J I-.-i m ~ F- Q fd O O W^ ~ Q 6? C~ J V CJ 3 N V) ~ O ~ O N O ~N 3 V V L J /~'f L 1- Y J J W J 0 d 6 J~ ~ ] F- 0 U O U 6 4 e ~ ~ M rn a i m rn _ ~ ~ a Ol + U ~ t ~ O ~ J V , o~ 3 rn Q ~ s o o w w z ~ - v~ - N W Q K Q W ¢ ¢ O O O 2' O 0 U N ly V • 't . O O Q L~ L~ LL LL LL J 1' I~. ~J O tn V1 N Vl Vl m li VI J N C p. d pd ~ C 6 O~ U h- J ~ O f ~ O O ~ O ~ ~n W 2 O Q ' t + ~ J Vl . W H . . . . . . ~ O O vf V O O t~ t~ O~ N - - ~ 6 ~ O II 6 F- p~ (7 C Z cJ ti o 1' = •r m o y a ~ m w ~ o . Y i- O o ¢ z < r w Q ~ O J J J J J J ~ ~ J • LL V C - I 2 ~ N W 1~ Z r \ J lO U H 2' Q V O 3 J U(J CJ U O ~ d p V~ O 1' 0 tD H H CO O F- ~ N PELI~' ~ b ~ xooo aLLi z ° ° ,9 ~ ~ Q - w J o c v • P •'y~ ~ - : , wa zao I N N R~ N I O. ~ ~ a~ 1- ~ Q v x ^ c ^ i 6 2 ~ CJ- W ~ LL V 1- W \ 3 ~p IO ~ . • T •Z= ~ @J (J RJ m o z o N C ~ • O ~ Z . .--i ~ ~ ~ ~ b • - .V-~ w ~ ~ 3 ^ Q . 2 . . ~ N ~ i • l~ ~ ~ N p p J fG F x o 0 3 O C L' Q 3 Q W ' 3 p U 00 ~ 2 tJ p H O ~ - ~ V Z x x O c o x O ~ V V W Q 2 J w V ~ N _ y ` N W £ J J ~ N ~ r c = ' ~ ~ 6 H m W Y- F- li = - - N Q O O W N Z O O Q Z W N d - 3 in L = N N a c N- ~ d U _ _ - re 3 C - - - III N ~ ~ _ _ _ _ o ~O 10 O O d. ~ e ~ - - - N . . - ~ N - O O O # b x _ = LL . N N o x ~n 3 O = 6 a N(7 k 3 N y ~ . k N _ . ~ O O W W ~ ~ C ik N tJ . ti N N ' - - LL sT ~ - - . p II C X m . ~O ~O l0 ~O ~O LL ~ 3 - M VI N Z' O O O O O X ~ _ ~ C' W £ ~O (O b W ~O Z ~ - ~ O~ . N W W N O N W l0 X O~ _ - Q Q w~n u vi Y Y Y in ~n II _ = - •~n 3 ~ m m m m m ~n 3 ~ _ 1 ' F• O D D D D S' III p1 w 4- K . N N N m m ~ F O O~1' • O O O O O III ~ ~j y~ O ~n W • J J J J J Z d ~ V ~ li 1~ 1~ 1~ C C C C C v ~ ~ Z 2 d a. L . O O O O O 1- X > LyJ Oa N N H N O• U U U U V O lp w ew o z ~ 3 3 ° 'V xv • mmmmm H ' Q 3 N N N N J• J J J J J O 3 . C O " G d ~ O J . t0 Of ( ) Of 01 ~ G~n ai a ~ n n n n k lO d E J c w 3 . ~ ~ ~ v ~ maJ v! m : r k ~ ~O Y 1- Q c~ .r O O W O O 3 Jj U V 3 I- # O I- u Vni Q ~ J C d 6 H L # 1 6 O O J O• V U U U V # a 1- W Q• o] m m O] tL # = V O O 0 - Q 1 U' N ~ LL (aJ O] N 1 V o ~[f cl Z V K F- ~ O] - r W % ~ Cl 6 V O r ~ c~ rnom r CJ ~ V ~ ~ 6 O N F' ~ Z 2 _ ~A W O + ~ tJ 1' 3 J O N LL y_ N Z 6 N U F- d W - (n ^ 3 Z U' O V~ • O S O O ~ ~ VJ C J V V C H - ~ X~ O O O 2~ Q~~ Z _ ~ nly~n v sv~i `o~ r £ pP-J@JUa m~ LLz~ x J T 3 3 Z¢ w- ~ _ ~ O O O o W 3 ~ C 1' d' cJ O N ^ ~ r O Q ~ 2 - ti 2 . 3 cJ 2' _ ~ 2 ^ ~ N 3 p } _ E N.... . o zzX v~ _ ~ c z ¢ w - U z_ x o ~ x w w ~ ~ V V W Q d H~ / J N W £ 6 J - ^ 1- O] W tJ H - N ¢oo u. voz o o¢ z - zH m 3 0- a+~~ A W 0 i0 t0 O ~(f < O ' q N O . O . . ~ N N O W N 0 ~ ~ . P W tp ~p tp x C O N ~n N ~ . F- ' O ~D v ~ V N LL . . . N Z O O O~ v(i F- Q . . . . . ' E ' ~O m ~O N t0 ~ ' N N ~ w y m ~ N u Y ~ . m m m N - - F- . O O O a D Y . V m N ~ 00 y~ •00000 N N~ W • J J J J J V U' • V V U U V li LL Y. ^ . C C C C C S d 6 C • O O O O O V ~ N 1A p • U V tJ tJ U W < b Q O . O] m m m O] g x X X J • J J J J J N N N ~ •J • V' 1~ 1~ I~ < O ~ N 3 d' d' m -L • N N N N(9 0 o w p J 2 S 3 w ~ u ~ O O 0 • U V V V V F- m 6 . m C~ o~ a] m K O 3 III X ~ H ~ 3 F K O V 3 ~ (h N ~ ~ ~ ~ O b b O N o y m ~ U n ~ \ 3 ~ 01 U (7 p ~ ~ n O ~ J V II t"~ - ~ N rn ; o N 4' < Z ~ w W Z E ~ LL F- ~ • O O ~ w 4 c 6 w~ 2' O ~ CJ N ti LL LL L~ LL LL N tn N ln N ~ O~~n O O ti G O ~ t~ O tP th ~ ti ~ n n n o U ¢ c'J z 3 J J J J J ta. ~ J O ~ J • • ti Q U V V U O H F- C~ 0] F ~ ~ 2 Vl M II X ~ \ y / K O'•YS.h.. ~ `~`~hc ' „"~~tllHlIII{Illlle~O~``\; 0 III N _ _ m J L N CJ " - - ~ _ _ - _ - _ - v e N > N O ~ e-- CP J ^ J 3 y 6 = ' Q > ♦ ~ - p o 3 z _ ' _ _ III lD ~ -c aaw • C ~ ~ ~ ~ p~ M L Y Y ti o ~ N o ~ t $N ^ X VA P 3 s H 0.U d ~ xE 1- ¢ mm J q Vy d O. Q ~ LL \ a U ^ Ol .--i U lP O ~ J V - . c.J .v 3 rn Q II ~ ~ N rn o ~ ti N W W Z E U LL H 3 • Q O ¢ o N W Q C Q w K - O O C O ~ V N LL ~ = ~ U ^ ~ O ry I K LL ~ lL LL L~ LL LL j c] ~n ~T VJ Nll N N O. CJ 1 n. a a a a , ~ O LP tfl O O ti C' I. N W t0 . . V . O m ~ I ~ w O~ U' C~ O H ~ V I CJ O t7 ~ Q Z ~ W Z ^ Z 3 J J J J J LL " p J ~ O J • CJ - V O~^-. w J III ° O U ~ ~ Q ~ U U CJ CJ p ~ p_ a N II ° i z o n : QPELL~ . / ~Q • _ w J ~ _ . P • ~ : o • y _ ~ w r ' ~ - H . c~ ¢ d ~ • ~I ~ ~v t- w v O - :6_ • z uS 2 ~ N Q N W N ` ~ 3 y W ' V 0~ ~ ~ V 2' ~ y~• ~ saw m ~ x t> > ~O l7 O _ -o w LL x 3 1- c = O O Q y O " - ~ Ol Z V d ~ F ~ N V O N v - X d Y > 3 p t _ _ - N U - ~ III N C = - _ t - _ - g ~ j O O : c! . 0 3 c~ _ - ' _ o ' - J - ~ -J _ - ~ F O e III _ III o ~ - - - _ N Q N ww O N ~ _ _ o ~ ~ U Z l0 ~O (7 f") \ ~ ^ p iG 9k m z ~ J LL LL 1~ 4i J p N I o. G 1 6 N l0 ~ N ~~y U N N N VI f. X > p w P w xve x w ~ 3 g O Z a`C 3 x x N N N N ~ 'Q U ° o o~n w ^ ~c d Cd d fr 3 1' L' m O~ ~ } p ' O O W~ ' H lp ~ Q " J SS S W V ~ Lo o y d y F LL J c OO J W d G ~m o a £ ! tl O H - N ¢ O - O O tl U' S N J 2' LL (8f Z O. V w £ O Z N W 00 ~ cl - O 11 Q ~ V ~ J CC O o] M w O rn u o ~ = w O ✓1 Z 2 - V O 3 J N O y~ Q 4' ~ - 2 H O d w U 1' N xwo ~ . _ V - L J - O O 2 K LL < F- W 2 O ✓ ~(t 2 O V~ Q W ~ Z O - ' 2 ^ p J fv F ? ~ - 3 V ~ > ~ 0 O J z w a ~ 5 Q W 6] V ~ ~ J y F F- i0 - O O 6 Z O X 3 X 3 O H ~ p x ~ 3 0 ~ o W ~ a N J x ~ Z N Q W W m ~ w N a ^ C] ~ V J 3 O H OO p N YJ ~ Q Z b b f~I O ~ ~k ~ \ (J J ~ LL LL ~ V H H N N J W W ~ P K X W 3 X X X E N N N N W ~ ~ H W O 3 ~ ~ m pi O O W O F- 3 0i tJ w U t~ 3 w d 6 H LL O O J W ~ ~ ti ~ ~ ~ ~ O b ~ O LL N V ~ 3 n O~ U 1~ ~ \ \ 1~ O ~j J V OJ 01 Q p~ i~ ~ p ~ LL I- 3 W Q O N W Q C Q W d' 2' O ~ V N ly LL L~ ly L~ LL N N N Vl N d a 2 d d ~ O~ u~ O O~ C O ~ t~ O tf~ ~ M V N ~ • U C^ (+I p Q Z II J J J J J L~ 3 O J ~ p J ci ~ o u h K¢ N U U U U O~ C F- H O] m H p N N II m ~ X N \\\o`pOa~nuunu~ni~3~i~•,i ••'~i 04 o a ru'~'~~ ; j; l n i ~ - 1 - ~ - - N t 0 ~ N C N ~ - J > N O ~ - N ("l O ~ N 0 d ti ~ m C d' ~ y b d W X > w $m L~ ~ z 6!i ~ C o d ~5 ~ Q c@ ~ w m J VN C d 6 a l. _ V ~ O - 6 O o 0 ~ V P = U' T N t O O J C 4 (LJ a c~ - ~ - w ~ o f N W O O ~II V - o n ¢ V ~ J C ~ m t7 W V O T U' [p F ~ O ~ ~ 1~ w O Z VI 2 - ~ _ = O 3 J N O 1' ¢ z o - '£N t- o a w - ~ - z f- ~n c~ m - ¢ LL II z ~ J - £ O O 2 1' ~ F` W ~ H V Q d LL Q F W = 2 O ~ 2 ~ N Q - M ~ Z O = N F- 3 ~ U K - Z W d LL ~ F- X O V 3 Q W fp - S O 1~ - 2 J IA I ~ H F J p. = O O Q ^ O - O~ Z V O J a F - O O ~ LL d N J 4 O X Z N Q d ? P ~ W N 9 ~ m Yi N J • 3 ^ + O O F O O • O y~ ~n < Z tO ~O M M \ V J LL~ LL LL Z d d 2 C VI V N N In N W Q Q Q Q W N N N N ~ ~y j ~ O N W O 3 L' 1' 6] OI i-r 0o wa F- ~ x x a u u y~ V U 3 W 3 ~ ~j 2 F- li O O J W ~m o X 3 ~ 3 X 3 e l0 _..I b N ~ ~ ~ ~ O b b 0 N ~ LL ~ ~ N W ~ = U ^ rn cJ rn O J a f. OJ Ol Q Oi i~ ~ p v 2' < U i ~ v Z ~ W W Z F V LL I-- 3 ~ O O N w ¢ ~ ¢ w c d' O O U(n li L~ L~ L~ LL LL N N Vl N Vl a a a a a ~ O~n in o o ti~ n ~ N ~ V C^ t7 O Q Z II J J J J J LL 3 p J O ~ J lJ ~ U CJ U U O~ G N II m ~ a ~ J I H ~ J . L t z - O d a - - - J L ~ - N C J - ^ O~o - - i > v - _ I N - ~ 1 c) _ _ p s O ~ - N m 3 ^ (h ~ ~ u w < III ^ N ' N m p 1 0 ~ 2 F ~ y ~p P ~ N ~ Jy K ~ p w OP 3 q 3 z Q~ i.y pJ Cd } C~ ~ Q Q ~ W J uN C ~ a, £ l _ ~ V O H N < o O O ~ V - U' = N ~ O O J 6' LL (3f j O l~ N C O ~ tJ F- w £ O l N O O ~n U - J O p Q 0 m M W tJ O rn C'J O H O ~ ~ 1~ W 0 Z N 2 = U O 5 ~ N O K 6 c - ~ ~ LL 2 f-o a w x LL o ~ . V - ¢ ~ II Z o - ~ o p 2 C ~ F W ~ 1- V Q 6 LL Q H W = 2 O ill 2 O N Q 2 r p J = N 1- 3 ~ N ~ U W ~ lJ K ~ _ 0 0 J ~ 2 W d LL ' + H X O V 3 6 W m V ~ 2 O W li ~ 2 J ~ VI £ J 1 H H - O O Q Z O 6 O N Q i~ F- O ti 9 H ~y O l+_ ✓1 O 2 y li O 2 m N V J X ~O N p 3 Z ~ G < O W 3 j ~ ~ W . . m ~ J •NY ~ ~ 3 K O ~ M. w . f 0 0 0 9 O N ~ ~ y y < O N N V J LL W LL LL 2 d d a- 6 N N N N VI i- W Q Q< Y W 3 x x x x g N N N N p Z W ~ 0~ W O 3 z C ] a O O W O F- J 2 S 3 a t J y~ V V 3 W J ~ G. H Y 1~ O O J W F- m O ~ 3 X 3 ~ n N T ~ b b O b b O LL W O~ - U n 01 - U V O ? J ~ . OJ .-I 3 Ol Q II c'~ s ~ .-r N rn o w W Z F U LL H 3 O O N W Q 2' G W 2' LL LL L~ L~ LL N N N N VJ a a ~ a n ~ O~Il N O O ti~ O ~ ~ O uf ~ M a .ti N 11 J J J J J L~ p J ~ O J U ' ~ U U CJ U O~ 2~ r H m m H O N N II X n "AO~~tuunniui~~,~ 04~`'~:;wQQEL[~1'y0.0S . ' 1 . / J~~ O\ Q ( n z ~ N N ~ L O L i - N a - m = nm N C L ~ V v ~ ~ > N O ^ ~ N - (h - O - - - 3 ^ - t7 - - ~ - ~ ? n n u i III ~ N m 8 a ~ ~ ti - ~ oC N UN X > ~ W a 3 3 ~-r ~ V O d V Q C ~ ~ WA J C d 6 a ~ b Y ~ l0 _J W O~ £ OJ i n a t I~ ~ C. U lp = O y J u~ . OJ .ti 3 O~ Q II ~ c z N ~ o ~ N ~ w Q ~ ^ U LL H ~ O O ~ ~ N W Q K Q W C ~ V 2' ~ ~ U ln LL - ~ U £ 0 0 N J LL Ud LL LL L~ L~ Li m N 2 V ~ Vl N l/) N N 2 2 d p. N ~ O u~ ~ O O N C O O ~n ~ t0 = J O II Q ' ~ - ~ p o l0 f"J ~ X ~ W tJ O ~ O~ U c] H V C ^ W < ~ Z I J LL ' w Y. ~ ~ 3 J O ~ J ti - V O 3 J C ~ H 2' Q O K Q U V U V O ~ d - Q K ~ ~ H F- O] m H ~ V: - T N - ~ O d x ~ W ~ m U1llllllllllfi!!//// _ O . ip ^ "~O QpEL C - LL V F N X _ ~G= ~ v~ Z O h 6 N i Z • ~ ' 6~. y: ~ 5~ ~ 3 ~ ~ y ~~O~ V C llillil,tt 3 Q W o] X ~ 6 J ~ y ~v - O O Q Z O X - b + _ y - _ n 6 ` 7 L = - x III ~ _ 3 3 O o ~ 3 in O ~ ~Y~ _ CP _ 3 _ N O ~ _ - - 3k ~ - o _ Q N O O _ a 3 ' _ v ? N _ • N W III ~ ~ F N O O D O ~ In > > O V 1() Z l0 ~O Y Y ~ r+ p N N \ N 6 d V J m C ~ ~ I li li LL LL L d 6 a N ~ C d ~m ~ rv U J N N N tn 'r W X ~ y ~ w P w ~ xav w £ ~ 3 ~ 3 O Z 0.`¢ 3 N N N N ~-'y U ~ w D O N W O l0 d ~ ~ F 3 L' 1' m T y Y J S 2 3 N U ~ ~ Q C a W V(J 3 W Q p]q UvJ d 11- OO J ~m l~ W ~ J p_ d a £ X l < 0 N - ¢ o O O U' f N K LL (af O LL N C V 0 ~ H w~o N w O o u~ (J O II Q O o] M W c~ O m c~ 0 1- O Z Z W ~ V O 3 J VI O C ¢ z ~ 2 F-O 2 W U' 6' N ~ LL O ~ Z LL N ~ Q II y W J c O O 2 ~[1 F H U Q LL V F W N Z O N V ~ Z . S . ~ p N ~ (~J ~ V C 0 0 H O S Q W tl ~ S O ~ 6 ~ £ J H F OOQ ^ T Z tJ < O J Q O F- ~ O ~ O ~ m H \ J Q o 2 N Q N W m ^ ~ W p 1[~ N J 3 ^ + O ' O O O p Yf 1n p ^ b (~1 (7 N ik ~k \ J LL ~ 4 LL 1 2 6 d VI N N N N w v e v v w x x x x ~ N N N N z ~ ~ N y O 1' C m O~ oowa F- S 2 3 N V U tJ 3 W J 2 h Y LL OO J W m J 3 O 3 V C d Q O W u tJ N 2 O X 3 V ~ N ~ ~ ~ O ~ b O ~ M 3 ~ I N I m ~ X ~ ~ ~ K N Y O rn ~ LL ~ ~ - ~ U N ~ \ 3 n O~ ~ U O ~ J V . m _ a rn a II M ~ N ~ = o v ¢ < z ,o w w z f V LL I- 3 ~ Q O N W Q C Q W 2' d' O ~ U N L~ L~ L~ ti Li LL Vl N ~ tn N 2 1 2 d p. r O I iP O O ti C y c\ ~ ~ . ~ • U C ~ Q Z J J J J J LL - J 0 ~ J • • U CJ U U V O ~ C 1- H C] m H O ~ ~ H ~ Y ~ _ a O Na - d Y ° o ~ - - - n _ c = - - N U N _ - v > N ~ W N - ~ _ ~ - _ 3 ~ _ O R ~ - ~ - N tl C ~ O] C d' f' H X > W $P `n iO 3 3 Z a¢ ~ ~V 0 d ~ ~E I- Q ~ p ~ uA J C d 6 Q ~ ^ O - J ~fl - , W Ol Q rn o ~ q w w Z E z U LL H O O - N W Q 2' Q W C Z~ p N 2' ~ ~ U N LL - = V ~ 6 d 'U N O 2✓I O . G L~ LL LL LL L~ VI J li O h ~ ~ ~ Ol N Vl 'll Vl N o I J ~ 2 tJ 2 Q~~~ - ' -y G O ~ ~ 7~i W O 1- J Q l ~ O N iP O O ~ O ~ O G N W 'r I' . . . N W O cl O O n n O u~ . ~ - ~ L o ~ n W H V J ¢ K ~ cn v .-y N ✓I H p O] O ~ Y O r1 6 V O 1 ' K O~ O CI p F O O Q Z" 2 V Q ~ N 0 . N J J J J J LL . I < ~ cJ = Z Z O J ~ O J U', _ ~ J Q J O.-. J ~n V H K Q 2 W z 3 II CJ U c1 U O ~ d 2 N la 1' O ~ ' H~ m m F-' O N - 6 Z Q - ~ 2 1 LI) _ VI C V V U W Q ' ' z ~ eEi[' ' • - ~ x o 0 0 < a u z o w ~ 47 Q : = - o ~ w ~ o rn • P = L w a= _ foo x ~ ti •y~ G = I- i^NQ=~ o ~ o x ~ _ a V ~ i- z V m W Q in II = _ i ° ~ I- V NJ RJ W h 2 ` r K = • Z_ ; ~ ^ ~ H N 0 N J ~ rb •O= - 4~ w333¢~ : ~y~ w ~ vl ~ HO F~' • ~ " - E inoo az ...ax ' Z o o ~O ~ ~ N 6 C W ^ ~ J N W 3 ~ 6 J J = - M _ - ¢ o o w w w o o¢ ^ w ~ I I p, = Z F- GI 3 K 0 Ol J V O ~ a _ ~ N V ' z 3 O O. _ ~ 3 _ ' p = N ~ ` o -,Z~ vl 1p \ 3 . * a O 3 ~ m O f~ # # C] III * ~ O ~O C N ~G N N O ln LL 6' - - k Y £ ~p (n ~ 4~ ~ o _ = _ _ C W • N N O # O ~ ' p ~ li N y• M t+1 O Z Z 6 M - - t - N ~ V • N O W ~D ~ ~ ~ ~ O 1' OJ ~ ~ N Q ~.~I1 N LL x ~ 3 Z . c'1 [h .-i O 6 ~ ~ ^ 3 Q 6 0 6 Q 3 3 II m u - E o m M o z w ~ 3 3 ~ - _ ~ ^ J W y W 1' X O • ~ - - m IA .ti N p 1A W I~ C L s - 3 7 m m W tA m 3 q Y x - Q C F II ~ ~ ~ F O u'~ ~ O 1' • O O O H 2 N W • J J J 2 Z • III ~ L V Z ~O '-I ti 01 2. 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L 6 V VI N N y~j X b O 3 x X N N N LL G 1 W O p N VI 3 ~ ~ m O O W Q J S 2 3 x W V U N O O 3 F- RI X V C N 3 O ('"1 3 ~ cn N T ~ ~ O N 3 rl f") -3 O y O~ O1 e ~y ~ N U V 3 ~ \ y \ N N O ~ J ~ . W -Y ~ 3 Ol Q ~ [~l s K N ~ n ~ O U) K < U' ~ W J W Z E ~ LL~ 3 O O ~ o o u in ~ LL LL L~ LL LL N In N tn N a a a a o. o in ~ o o ~ - I ~ O ~ 1- V U t_^ ~ Q Z J J J J J LL J ~ O J • • tV H 2' Q U U U 4J O ~ C f H [0 m F O N ~n P •~b~., ~ y > P u o N - ~ - b Y p = " N U O ~ o N N = _ ~ - Y d - n - N - O - ~ W ~ - n u< ~ V HI ~ b ~ C p ~ w $a ~ g Z e,< H ~U d } ^ ~ ¢ ~`u d C a f V O _ 4- N 6 O = O O U V J U ~ N ~ O J K 4 (JJ O LL N a W i O f. t/1 y~ O O vi c> _ ~ o II a ~ V J K ~ d W V O ~ m H ~ O ~ 1~ W O N _ 2 Z - w t ~ - O J N O 1' < H F O 2 W U' 2' N U 2 H h U' 6l ~ Q LL II 2 ~ - W J - £ O O 2 5 F . V Q 2 f li V F W - x O ~ Z ~ lA Q C1~ Z O ' 2 ~ p J F- 3 v N ~ ~ C 3 . y y _ ~ O J ~ W k LL - F O V 3 ¢ w m ~ 2 O - ~ LL ! £ J 6 F F ~ O O Q Y O - O1 Z V Q O 6 O H O O ~ J 2 ¢ i ry N W V ~ J 0 w w ~ 00 O N ~ ~ C O ^ l~ ~ \ V J LL LL W Z 6 2 d N V N In N H W V <C W g x x x g N N N W 0 0 N O 3 C O) O O W I- J Z Z 3 V y ~ V U W p 6 H ~ 0 o w t- m o ~ V N ~ ~ b I~ O ~ ~ V N 3 X ~ x 3 ~ 3 N ~ ~ M O N m I T i m O d N N N O ~ V T N 0 ~ m C J . ~ rn y O T v ~y N 'J (J ~ N O J in . N rl .3 Ol Q II t'~ C N ~ = O ~ C ~ Z ~ w w Z F ~ LL I-- ~ ~ Q O N W Q p' Q W C 2' ~ ~ U N LL Li L~ li LL L~ N N N N ln ' d d 2 d d ~ O N ~n O O ti lJ 6 O Q Z J J J J J L~ F- CC < U CJ lJ U O ~ C'. 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W ~ rn Q - II M ~ N - rn o = z o ~ w w z f - ~ U LL H 3 O O ~ Q O W Q 2' Q W 2' O O d' 0 ~ V N L~ ~ ~ U Q t' Q O ' LL LL LL LL LL d i N ~ N N VI Vl N - C V 6 2 C d 2 _ - i O ~ O~~ O O ~n O O N w V . . . . . O ~ ~ O N Q ' - J o II [.J ~ J ¢ 6' C7 C N , i I X t] w V O D U. O~ U' O F I r y~ N J J J J J LL I < Z O J O ~ J . V U H 2' Q I = N O 3 J ~ V V U V O ~ G O 2' ~ 1- 4- CO H O I tn G_ ~ ~ •QpELL 'r _ f o o x z ~ : u> a ~ V - ¢ a I ~ ? N c~ c :¢c Y ~ w o = • + 'Z' _ m- z o o ~ b`. •y\ 5 O ~ ~ ~ J Iil ~ o /O~ ~ ~ ~o~`,• z o ~n niuummn ° = u~ X O c~ N w m O] I I G _ _ ~ ` LL v - d J r. ln d' m ~ - £ J O. X 0 = - - o¢ ' - o Y o 3 0 a ~ _ - rn z c~ z F ~ _ V N - ~ ~T L O = - - - ~ ~ ~ x x V O _ _ N = O Q . W N _ c - ~ h K ~ o o z v ' - - - - o O 3 O~ _ x _ - - ro O _ _ _ _ _ _ ¢ 6 3 • r-~ .ti O F- ~ O ~ c n u rci c ` o0 O O z i N u ~ F o vi ~n v > > ^ ~ c Z ~O b(") N Q 1 V " U . N N N 1- U ~ 1' > LL, sa X ~ 3 H a`< 3 x x x £ z 3 N ~ N N N W N 3 . ~ O g 1' 1' G] 0 o w i- O z L - o-- { ~ Q ma J S Z 3 V W ~ {i~p W V U W n H y 3 J 1- J C C 2 F~ LL li d G O J' m 0 J R _ H N = O V ~ V _ ~•J c ~ r O O J 1' LL - LL h d b - O + w @J W £ O N • G N O O v~ VI J - ~ O II ~ CL Z C1 W V C] O C~ U' 0 i CO 0 ~ w o ~ x Z H ~ u li ~ CI ~ - ~ O 3 W 3 ' <z - x li l~ V = O Q F- O 2 1- - u z x t- - LL O F 6 U' V Z I- u~ Z m - <LL II w¢ ~ - J J W - a F W • u ow a _ LL<F- mm v~ Z ~ . K Q - ~'1 ~ 2 W O O ' 2 ~ V J = M H 3 Q < ~ m Q ^ _ Z X F a e! V a ¢ u o V y N ~ ~ O X W LL ~ C J ~ ~ N l £ U d = o o a ¢ a o - O+ Z V " H o I 0 N p @J O z J ~ tJ N 1~ J N Q W W H ~ V O d 6 H ~ o m o z H O W O N VI ~ ~C Z \ J O J ik 5 O tn ~ 2 O ~ ¢ d X ✓1 W ? 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N .ti . 3 01 Q II ~ cG N 01 p u w z E N W Q C[ Q W 2' R' O ~ U N LL I~ L~ LL LL LL N N tn N Vl ' v. n c a a ~ o ~n in o o ~ o O ~ t~ O tf> C N • o V ¢ U' z p J J J J J O ~ J LL V U H U V U U O 2' ~ Q 2 ~ H F- o] [O F ~ N T ..\\~\UU111i111111p!!!////~/.. ~p V i I ~ O ~ ~ II N ~ ~n i o ~ N ' b ~Y O~Q~ • QQ``~\``\ ~~~'~~~nuuuun1% o110~~• m A O F- o 3 d a = _ ~ y d U O~ p ~ H N = - y ~ - - _ - - cn a - - t0 (n - - lO _ ' 1 ~ u F- . ~ m ~ 1' > LLJ $a 3 z 0.< H 4U ~ Cd e y J ~ H Q G~ ~ w~i J C x ~ 3 F n N 6 O J 'U £ O ~ O • J C li - ~ LL ~ b 2 ~ ~ W (df W £ O ✓1 Q N Oo ~n v» - ~ o II W x Mwc~ o a rn 'U m £ m ~ O W _ Z F- W = V O 3 ~ V1 O Q 1' - LL li U - ~ VI O Q H O d F- - c~ z x x U' V Z H ~[I Z O - ¢ LL II W z ~ ' W J J W ~ O 0 H 2' H' V O W d ~ l~ V F 0 m - N Z ~ y o Q - V^ 2 W O O • S V J ~ ^ 6 W ~ N 1' O W < = ~ o ~ m Q ~ ^ o _ U' J w X ^ ~ 3 Q W p Q N - S O X W LL ~ £ V 2 = o o a a a o - a Z V H I O 0 v N p . < W (aJ O K J ~ V {n f~ J 6 W W H ~ V O d G F C O m O Z O ~ a F O W O N VI ~ iG Z \ J ~ J W '4k C' O VI ~ Z O ~ ~ ¢ d x H W W W W W C ~ W U ~N X J 0 ' • N (9 + Z O F- 3 ~ Y- ~r S 2 ~ oo . F- o N ~ ~ Q Q } Z t0 a0 W Q O ^ ~ S \ £ U N J 4 IL ly J Z L a 6 O N Q V N N N f. Y ~ W ~ P d W 1- 3 ~ ~ ~ N N N ~ ~ ~ O N O O 3 C K m p O o w ~ F z J S S 3 w V w y~ V U ~ W 3 J J F- ~ 6 1- O O Z W W ~ m O J X 3 f ~ y N Ol ~ ~y N S U - ~ C U O N O ? J ~ . OJ ~ T Q II M K N ~ = o z < z . ~ ,o w u z F N W Q C Q W CC 2' O ~ V tn LL LL LL lL LL L~ N VI ln N N a 2 d d d ~ O u~ ~ O O ti C M ~ h • U U' p J J J J J J O ~ J LL lJ CJ H U V U(J O (Y ~ Q a ~ F-' 1- o] m H 0 Vl ~ ..\\~~~\\1llllllllllful1l///~//•. b O N ~ N 'bY •h: m II O ~ o M q _ _ N N - a c- Y L n ~ m O~ o = = L ~ N _ t0 ' p - - ~ .-4 - ~ ~ - ~n W c O ~ ~ • M ul m d u• ~N w ~m g Z a< Fy ~p U C6 ~ Q c~ F R1 c yN J ~ a N x ~ 3 n l ~ G < ti O u L ~ O J C li m LL H d O ~ w£o ~ . 00 ~n O II tl J~ W V m c~ c~ O Z W LL V O 3 N O 6 ¢ £ ✓~i ~ o a c~ z 2 {i O Z H ~ Q LL II W £ O p N F ' V li V F O Z O W ^ 2 ~ ^ 3 ~ 3 - Z W d ~ H X 3 6 W V 2 O 2 J ~ £ ~ F O O Q Of Z V ~ h N x N 0 3 0 N ~ a N O V V w 3 ~ W W aa ~ N ti LL w 4- N ooa N N aacrn N N N O c P v 3 x x x N N N L d 0o v~n z z m a O O W L 2 2 3 U tJ y 61- y O O J 1- m < W 0 C U LL 0 O ~ O ~ ~ Z 6 ¢ ~ 6 N U O N c~ z ¢ x z O Y K ~ m h- 6 ~ N w m ~ L W z ~ C 6 2 O Q z 0 n ~ 6 t~ ~ O O Q N U O y 2 J W ~ ~ K LL 0 ~ J 2 O N H ¢ m U m J C ¢ J O O O N ~ V H w V m H N 2 K d w N c'J ~ W N t~ C O W Z O O J Q O 0 0 O ~ ~ J Q > J O 0 N J W f O V LL ~ V 3 v ~ N N ~ ~ Ib O e O C ~ X V ~ N I ~ O ~ II 3 I, O m rn v II ~ N ~ Y q i q O ~ n N N L v ^ > O II 3 O o O 0 rn ~ rn o O1 II rn ~ N ~ y 7 < < 2 ~ N Ol ~ ~y N ~ O U V N O : J V . OJ .y ~ 01 Q ~ M C N ~ ~ ~ O ~ W W Z f U LL ~ ~ ' Q O N W Q~ G W 2' K ~ ~ C~ VJ LL LL L tL L LL Vl N N n N ~ 2 a C 1 2 ~ O ~ iP O O ~ C o M ~ ~ o ~n ~ P n V U' ~ Q Z J J J J J lL J O p J • U H 2' Q U C~ U CJ p ~ d ti F- o] m H ~ N L U C 3 t N N 6 a N W X 3 N ~ L P Q N d N 1- m N Q 1 ~ Y O J Z C. i~ U ~ = w z y OP a¢ ~ O Ww uh 6 a ~ o ~ N - 6 0 O O ~ V C j U' £ ~ O N J C 4 ~tlf LL N d w £ o l N O O uf N - J O II J Q ~ ~ C ~ 6 0] H y t) W tJ W O 1- f. p ~ 1~ W ~ N = w 2 W LL J - cJ O 3 ~ ~ N O ~ 5 6 C li ~ ~ LL d ~ ✓1 C r O d O W - U 5 l~ N O Z H ~41 W U' - ¢ LL II o z - J - i O ~ Q 2 ~ H 1- ' V W Q ~ li V F- W = o=o = ~ s o c~ z Z W d Q LL 3 Q W V N U' 7 ~ - O • 3 ^ £ J - O O Q W 2 O~ Z tJ N ~ ~ I N ~ r x 3 / ~ x a . a ~n 0 3 c~ ¢ x z o ~ J N J J W W Q O~ cJ F- a o w o ~ 3 ~ ~ O O N C d O x w M z ~ o z 3 ¢ z a . . ~ f ry W W V p N~ N O J ~ > O 6 , v O N N F 0 0 O O Z ~ ~O X Q \ p N N U J t~ LL. IL W m Z O_ 6. d O~ N V N H N O W 1- W Q d ~ 3 Q W 3 % X X 1' £ N N N D m ~ y j ~ O IA d T O 3 CClL G J r+ O O W~ J F- J Z Z 3 Q V W U V N 2' W Q d F- a..~ H t~ 00 J Q W F' m J O ~ I~ \ O ~ ~ /J ~ X 3 m ~ 3 R oJ X N ti v (h 3 I? I~ O N ~ y N 01 V ~ \ \ N N O J V . N ~ 3 Ol Q II ~ s ~ N m ~ o W IJ Z E V LL H 3O O N W Q a' Q W 2' C ~ O U N LL I L L L~ L~ LL N N N lA N 6 d d d d O O u~ ~ O O ti I U ~ i ~ Q Z J J J J J LL ~ p J ~ O J • V U U CJ (J U O ~ C H 'r m CO 'r ~ N ~ 3 C N ~ ~ • ~Z~ ;yb" :ol ~hC \ - N ~ ~ - -6 O 3 N U ~ - L C= O Oo~ - -C ~ N - N - - ~ m II x - - 3 _ - cY X ~ ~ N ~ y ~ N ~y > y LiJ O q 3 z aU r- 9 ~ ~ u ~ GU F- Q ~ n J C d 6 a t - N - ¢ - o l ~ £ ~ O • ~ LL N 2 w ~ O N O O N - ~ O II ~ ~ O Q M w U O Oi U' d m J ~ ~ O p z O 6 - w W ~ V O = y p H O - a z - o - LL Z H - ~ N O I - O 6 W - tJ K F- ~ 2 LL O V 0 W - 4 ti II Ia_ v ' W W ti £ O ~ O ~ O c li V H Q O c ~ z = o z o z ¢ _ m ^ o = n = 3 6 ' ^ L' O ~ 3 - O J - v x = O O W _ 2 W X p ~i ^ H W ~ ~ Q W H J U Q - 2 O J O l, £ tl FH J W - O O Q Q ~ ~ ~ Z tJ V O t~ O O ~ ✓i O O ~ 2 C N N O e Ua O J N t> H J N ~1 W F- a tl O N Q F 3 z m O D O v O a o a m y N 2 N J C 0 K ~ Z 2 Q O W W M W W ~ p ~ ~[t N J t'] ti ~ ^ O LL Z O w 2 r oo a o in ~n u> > c a o Z ~O ~p Y X W N O '~•+N N 2 \ V N J ~L l~ 4i N V VI ✓1 N 9 ~ J N f'> W g X% X 3 1' £ N N N D o m ~ z w oov~a o 0 a z z m a 0 o w Y ~ f J Z Z 3 w V W V U 1n LLJ CI 2 h Y J J 00 J ~ W ~m o K ~ X~ ~e N ~J ~ ~ ti N ~ ~ ~I0 O e O • ~ ~ N N N O~ c LL ~ ~ V C - Ol C) V N O G J V . OJ ti 3 O~ Q ~ w W Z F N w Q~ Q w z C ~ ~ U N L~ LL L~ ti LL LL In N N V) N 2 2 2 2 2 C O ~ u~ O O ti N M p ~ O Q Z J J J J J L~ p J O ~ J • • CJ U U V V U O ~ d H F- O] L'] I- p N ~ 3 ~ ° m - .ysr : y` i; •Z /"'O~1lI11II1111111e~ 0 C F ' a l n z ~ ~ J O Y ~ L N - N (J Y u- p _ me i G - - ~ O o ' =c ~ N L > - O - ~ _ - O~l = O T ~ 3 ~ - O N p ~ p ~ ~ n u c T tl u = ~ 6 r y _ ~ N ~ ~ tO UU ~ c 3 Z a V H 4 ~ Yo c€ > J ~ J p ~ ° a - p Q O J J C J ¢ I ~ ' O - O w O t K m < C ~ U . ~ J - G ' ~ O ~ . ~G C 2 - 2 . O O i Q = 6 . N • ~ N J ~ N _ • av o ~ o 0 - s 0 W J J Q d ' N C U' U V J ~ Z C C O O N = O . cJ V 1- - G W ~ O • o] a~ W J J J F - . 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"'Q~~• • \CO\1~`\`` °ryu. ninumnn~~m~~ ~ p W N ~ ° - N _ 2 K F a N n O y ° ~ U - _ A= L N _ ~ ~ O z - - _ ' - > _ - _ - O M ~ O ~ b - _ P ~ ~ ~ w $rn ~ 3 z a< fy qU y C6 d e J b V- @ Q c rh J t ~--I m ~ e a ~lOl 3 O l V O H N ¢ O O O i V • ~ R O O J C (2J m LL N d U c in ~ - w ~ o i' Q) J N W ¢ o Ji a = a c: z - r- o m z x ~ w n w u (9 ~ ~ ~ H 2 Z N W LL ~ V O ~ J O N O y_ N z ¢ 5 ' ~ _ Q N d ~c~ i-oa w - V) z c~ z in - N C V V V C F ~ LL O ~ ~ ~ XI O O O 2~ Z ti N ~J' ' O W J W LL J + - ~ - W 2 £ O O 2 ~ I- I N~O P~ N ~ F a rn H F- . U Q QU@1 Um~ v~ W - Q1 0 o z o ~ ~ ~ 'U 7 O ~ Z W~ 3 3 Z Q p - ~ J O O O~ ~n I- 3 ~ ~ K C 1' cJ O U' ~ r O Q H ~ 3 W ti ~Y ti d - Q S N 3 O O V ~ = E p N p J 2' ~ ti O _ O 1' 2' 6 3 Q W ~ U' O O ~ 2 cJ ~ (J z_ x ° a~ x o - w - ~ V V W Q 2 J~ Vl W £ J F-~- - N ¢oowwz oo¢ z - 2 F o~ 3~ O~ Z V ~ O o ¢ o < ~ J ' J . ~ Q p • O rn O ~ N O~ ~ W • ~O C O z . o m 0 ~k ~ . . f. F- • O ~ ~ t~ V ri J n ¢ . N l~ . . p ~ ~O t0 ~D V 2 C Z O O O O~ Q x Q . N F '~O m~O O W W W I~ VI ~ ~ ~ u~ N 3 N m m m m ~ • • ~ . - • - z . o ~ r 3 I- O a'O a o ' ~ m N m F ~ ~ O O O O O W • J J J J V 2 b b n d O ^ ~ ~ \ V U' • V U U V J 1~ 1~ LL . C C C C 2 4 d 1 ^ . p O O O N V N N N p . U V V V H J Q W Q b R O . O] m m O] W 3 J • J J J J £ N N N O J n n O 2 W O O N 6 . R P P~f] O 3 ~ N N O O W O ~ H 3 V W V V I- ~ C d F- p ~ m ~ • U(~ V W a • m m m m o X N v ~ 3 X V X 3 ~ (`9 0 O O ~ ~ O b b O M m O v D n -i i V 0 C M ~ X a 3 ~ o rn LL ~ ~ _ N N C U V ^ O~ .-a c. U N ~ \ \ lp O ~ J V m O1 Q rn r ~ o (p W W Z E ~ W ti~ O O N W G C Q W CC K ~ p V N Ly N N N tn N a a a a n. ~ o u~ ~n o o ti u~ il . ~ ~ J J J J J IL J ~ p J V II Cl H ~ Q ' ~ ~ m O ~ N 1llllu 111{1\I ~ ~ ; ~ ' ' N ~ L - _ O _ = Vm ~ O (v) ' ' - p o 3 i _ c o u L a_' _ ~ L V ~ E . t ~H w `rn z Z 0.G H U } I- Q cOq ~ ~O J Vh d 6 a - V o F N - ¢ o 0 0 ~ U - r U' f p p , N J C li tlU ~ LL N 2 W ~ O l N W ~ O O ~ n V = o II ¢ % ~`Y W tJ O mc~ o ~ r o ~ n W ~ N _ Z 2 w LL - _ - V O 3 J O ¢ 6 = LL 2 - ' £ ✓1 ~ o a w =i.. o ~ . V Z ti ~fl U' 0 - 6 LL II Z p ~ W J ✓f I- W ~ H . V Q d - lt V F 2 O O 2 O N Q - o ^ 2 O Z W 2 LL H X O V 3 ¢ w m V ~ 2 O W t~ £ ~ d - F- F = o O 6 O ~ O~ Z V ^ 0 0 w ¢ t- 0 0 o 0 m ~ ik O b m a N J d ti V 0 % Z % N Q N W W a ~ N ~ W ~p 9 ~ Y ~ 3 W J • 3 ~ .ti .r O aa F O O • O O ^ V J ~ LL ~ LL Z 26 ~.6 N v N N N N W w e< v a w g X % X X £ N N N N O Z y~ O 0 N Ol O 3 zC o] rn ~ O O W O I- 2 2 3 W V W V V 3 W J ~ 1 f- +J { y 00 J W ~ 3 a 3 a M 3 X 3 b V O O O ~ ~ b O b b O Y y LL ~ ~ ~ ~ I~ ~ C U O O „ J O ~ OJ . 3 Ol Q II M ~ ~ N ~ = o W W Z E V LL H ~ ~ d O N W Q C Q W d' 2' O ~ U N LL LL LL L~ L~ LL . N (n N N (n . ~ 2 d 2 2 2 M 3 ' J J J J J LL Q m ° p J O ~ J ~ L. u c~ u U O ~ c'. NI x ul ~ Oplllllllll(~Ury// ~ ~ / .\``P ~ii.. . N m X ~ 3 F - o H ~ Y - O L i ~ - I n Y 3 a ` O (V U _ _ = nx ' W > O _ _ c fo ~ O ~ - N - p - _ t7 = O 3 ~ - b ' ~ V~ OP 3 Z a< H ~U ~ d ~ x } J Q CO J C C Q I ~ V O N - ¢ o 0 0 ~ U J U f N ~ O • J K LL (Lf Q LL N G tJ = O ~ - £ O N ~ O O N (J - J O II Q O c] O~ CJ 0 1- t ~ O ~ ~ O N _ ^ Z - w - V O 3 ~ O s < C 7 - LL 2 - ~ N ~-o a w ('J K N - ~ - G LL II y o = J - £ O O T ~ r • V Q 2 li P H W = 2 p - O Z O v~ Q = o _ z o ~ Q J ^ ^ 3 > _ ~ O J _ Z W 2 LL ' ^ H X O tJ 3 Q W p] - x O W LL - C J ~ N ~ J 2 H F- - O O Q Z O ~ 01 Z V .n ¢ O ¢ O F- 0 n x o m ~ a N J ~ X Z N Q N W P ^ M W W ~ LL Y~ N J 3 ^ ^i O ~ O O p N ~ ~ O Z ~O b (h M N o a a {J J 4 LL LL ~ Z 6 a d d ~A V N N N VI J W x x x g x £ N N N N W C 0 N N O 3 L' K !O O~ 0o wa F- ~ x x s w u y, ~ V V 3 W d 6 F- Y LL O O J W F- m O X 3 V N 3 X 3 b ~ O O O T b b O b O ~ N T M O~ 1 N U n a \ p ~ ~ N O J O O~ r ~ p (p W W Z F CC ~ ~ U N LL N m ~ ~ t`] II < p II U = ~ ~ L~ 1y LL LL Li_ N tn N Vl Vl d R d d 2 O u~ iP O O C7 ~ J J J J J J ~ ~ J ~ U U U CJ O F H O] O'r i LL ~ ~ p C N V Q 2 In X ~ \\111lllllllltlllll// ~ //,i °"E O ~ . ~3 o , , , ~ . ~~~AQQELC~ O = i6= ' o b r S o~ j . , ~aH • ~,y ~ N : F- ~ y n N u J O N i ~ - - - N V _ _ L C - p N = O p 4~ _ ~ M II = b N m C II a ~ ~ U - y b X d ~ '~pb w Oa u~ 3 1O 3 Z LQ H U ~ Q C~ VN J d 6 a N ~ U O ~ N ¢ o 0 0 _ ~ . c V N U' £ N ~ O J C LL d(J ^ oLL in L V C 0 ^ H - W £ o N W O O ~if V - J O II G ^ 0 ~ t`] w a O rn~ i- r, o ~ C 1~ O Z W LL - N Z ~ ~ V O = ~ O ¢ 6 ¢ L d £ F- O C _ V ~ = Q LL J w ~ o foo ~ ~ 5 O Z p N Q ~ o _ z o < > U > _ O ~ J _ 2 W X li - F O V 3 Q u m C 2 O d J ~ W ly VI - O O G Z O ~ O~ Z V ti 0 J ¢ 0 ti 0 n ~ o w LL d VI J ~ x N Q C1 W a ^ p ~ W D l~ ~ N J 3 ~ ~ O O ww p . f . O p O z ~ ^ M M \ ~ U J LL ~ ~ LL S 6 6 2 6 N U N N N IA F- W % 3 X X X £ N N N N W ~ O~n ai p 3 5C o] rn 0o wo x s 3 a U W U V 3 W O O w F- m p ~ 3 X 3 ~ 3 b b 0 O O ~ b ~ O b ~ O N m b ~ N m ~ 3 y C7 Ol LL - N N 1 U N ~ ^ Ol .ti - U V ~ \ \ lP O T J p ~ N - rn Q II ~ ~ C N rn ~ o ~ W y W Z E U LL ~ ~ ' a O N w ¢ ¢ ¢ w z C O ~ V N L~ li LL L~ L LL V1 N Vl Vl N o_ a a a a ~ II ~ 3 O ~ p Q Z 1 ~ Q II J J J J J ~ J 0 O J L~ ~ U'. ~ U H U U V U O 2' O G 3 2!. ~ 1- H m m H O v) ~ : ~Q: PQPELC ~ . Ni : ' ~ r.~ • ~ y,~ o e , o = - i ~6c ~ Zc ~ F ~ - - N ~ d a d y J 6 _ _ c c _ - O - = Ho Q y O l'° ~ p N = - - O ' O - O Z ~ i wuW z ~ u e a 5 1- = y j p~ > tN W $a ~ 3 Z LQ ~ ~V a > a a= J Gy 1 y i a l. O F- N < O - O O J C LL ~ 9 LL ✓1 4 O ~ l) F- W ~ O f. N O C ~n tJ = J O II Q ~ - V - J Y ~ c] y ()WV O o~ ~ n / • O z z W 1~ ~ - U O 3 J N O 4' Q C - ~ ~ tt 2 = ~ N o a w c~ LL in o ~ V 2 H vn U' o - ¢ t~ II Z O J ~ O ~ 2 C tfl F W F' V Q 1 Q H W 2 O O Z ~ V~ Q - O ~ Z O ^ O ~ N ~ - ^ U W < - - V CL ~ _ O O J _ 2 W X W ' H O V 3 Q W m V ~ 2 O - W W l ~ £ F- 1- J d = O O ¢ ^ o Oi 2 tJ ¢ 0 ¢ 0 H 0 T o m ~ ~ ✓1 J v o Z N Q V W a > w N a LL ~ v J 3 f. O O O Z ~O ~D C1 M \ ^ U J LL LL LL LL Z 6 2 6 2 H V N N N N F- J W W ~ Q P x W g x x x g N N N N 0 2 W C O Vl y O 3, 1' C m P oowa J Z Z 3 y V w ~ 3 w d 6 H ~ OO J W 1- m O ~ 3 X 3 b n O O O ~ ~ ~ O ~ b ~ N m ~ ~ J N X m Pf 3 LL ~ ~ \ _ N t1 n O~ - V ~O p~ ~ \ 4P O ~ J O ~ OJ rl 3 Gl Q ~ f") 2' N 'p W W Z ~ V LL 1- ~ O O N W Q C Q W 2' 2' O ~ U N LL LL LL LL LL LL N Vl tn N (n 2 d 2 2 2 ~ II O O Q Z ~ J J J J J LL - O J O 0 J • c~ II ~ V H ~ 6 U CJ V U O ~ L` . H F- 0] C] H ~ N M `\Pl{1111{Illplp , ~ aJ~ l n x° _ = _ F " J N L ~ N u L ~ N V - n= L C' - - -C N _ m u - 3 ^ O 7 ~ 0 d u ~ C H ~ w Om q 3 Z Q~ pJ H ' , J C I~ Q C L' J N C d 6 a l U O N - Q O 0 0 = u . - Q ~ O J K LL ~f C> LL VI 2 cJ N O O N V = O II Q ~ V J (L _ O e] M W V O mcm m r r , o ~ n W ~ N Z 2 ' W li + u - V O 3 N O ¢ < C = LL 2 ` N - ~ O d W U C VI - W J ~ F ~ H • V Q 2 LL O H - ~ 2 p O Z O t7 Q = N I- 3 ~ ~ V y 0 O J Z W d LL ' ^ H X O 3 Q W o] tJ ~ £ J 2 - F- h = o O 6 O - a Z tJ ^ 0 O 6 O 0 o ~ a o m ~ a ✓1 J V ~ x 2 N Q W W P ^ tp W N ~ LL ~ d J 3 O O W V- 1' . ~ o 0 0 N ~ ~ C Z t0 l0 (~1 17 N o ik x V J LL LL 4 LL Z 6 2 S d N y N N N N V- W P X V O W ~ X X X ~ N N N N ~ ~ O N W O g G' K m O~ ~r oowa ti J Z I 3 y U w V lJ 3 W O O J W b 3 ~ 3 ~ ~ O O O ~ ~ b O b b O y C C1 O~ a ^ 01 C U OJ p~ ' ~ \ tP O ~ J O . N .ti '2 3 O~ Q II n s ~ N 01 _ ~ p ~ w W Z ~ N w Q~ Q W~ C ~ O U N LL LL L~ LL LL L~ N N N N N 2 2 a d d ~ O~~n O O ti C N O r ~ O ~n v ~ l M ~ ti h J J J J J LL Q N II O J O ~ J V ~ ~ Q m ~ U CJ U U O 2 d V`. X ~ N ' ' oomuun~ui ~ ~ .oY.~. ~.;~9<•. T ~ o I _ _ r N Y L ~ ~L~917 - ` n y _ 6 - ^ N O - lo = v _ e . O M = _ O - - - ~ II - ~ 3 : ~ ~ - - O n - ~ ~ N y III ~ Ol N Y d m c ~ ~ ti - i0 N X > 8N w 3 3 P H aV ~ 1 0- O o r J E ~ H {vl ~ J C d C a l. ✓ C C ~ C c ~ N O V 0 3 V U' O o O ¢ ~ O b N t0 J 2 ~ W Uo J O £ ¢ ✓J < N ~ O ~n N J O II - H cJ ' J . 6 F O ¢ Z O 'N W O th Q V e] D .(1 O ~ £ OJ O • V W fp ~ £ 2 ^ z ~ W O + o] ~ J V K ~ W 3 N LL p < ' S Z a ~ N O Q H d H c~ o x ? ~ o o ~ ¢ . U' J a- II w C o ~ a ~w o Eo ~ . o e~ ~ o F C V O W Q li F m m Z \ o ` wo W V In ~ L' 3 Q W I- w ¢ o w _ m a w s c~ o z E r z z x ~ z - ¢ - w o - w ~ o v ~n r 2 W X W U d 1- ~ W £ Q V J V F ^.W li O O Q Q d W Ol J t) "N p n N r~ ~ II ~ LL H d i7 N W X J N U N ~ ~ O 3 ~ . c] O O W y b ~O ~+1 N M ti.vak.+ yk 1 2 1 O N d N N N ~ N b Q X V C Y X ? X X N X N N N lL N O ~ N N N y z c m a m 223x.^-a9i V U N N 3 6H O+~V O O 3 ~ C F m O 0 v ~ ~ ¢ ~ c~ O H J 2 N U ti F- Q W S N U C 0 W J Z m W d O J ~ J m N 1 O N 3 ~ ~ ~---i q 0 O O ~ ~ ~ O ~ - LL~~ n O~ - V O~ ~ \ \ lp O w J O N ~ rn Q II ~ c z ~n m r o ^ z < z ~ ,o w w z f N W Q d.' Q W d' ~ O o U N LL L~ li LL LL L~ Vl tn N N N d 1 d d d ' ~ O~n u~ O O ti C O ~ ~ O N M ~ ~ • o U ¢ L z (h II J J J J J O J O ~ J LL ~ 'II C ~ ~ U U U U O ~ C ~ F-' H O] C] V- O V N P 11L111I1.IIlUI~ ~ u> N ~ / O 34.Q: PQPEL ,9'. , ~ in :a= ~ Z : o; ~ ~ oj ys~a oF~`'y~ H ~ o nIunumm ~ F N i~ ~ L= ~ Q U ~ - n _ e O ~o = ~ ~ N - L d v p - z 0 _ - U ~ OI 2 q F ~ P N u~ ' ~p . w OP Z L~. X 3 . y ~ p J c" F- Q ~ 5 H ~ 4' 6 a 3 x N 3 O 1 I, p J ~ p N Z C - W O N O u~ V JI F- O - -N M 6 c~ O1 O d V ^ £ Z W O ~ N !i _ Q ~ ~ LL z v~ Z F. d U O _ S O O = Q -II ' W J £ O O O ` 1- C V F- ~ LL z s O ~ p - O z ~ ¢ 3 - w < s ' = o r " ± 2 Z d ~ Q X ~ Q W ~ 2 W • ~ 2 H ~ £ 6 - tJ F = O O G - Cl J U W W w w ~ O O 9 N ~ y Z ~ H O ^ ~ V ~ LL ~ Z S 1 2 V N ~ H J C P C w x x x 3 N N N 0 W ~ ~ N 3 0-' C O] O O W J Z Z 3 y~ V V ~ L F- O O v F- a] ~ O J F- LL LL O N LL N O N F- 0 L N ~ ¢ C ~ O O K z F C Q C 6 O r 0 0 0 LL ti w Q ~ ~ 0 a 0 w N 0 O N ~ V F W V m O H Z J K ~ a W U z Q x N 0 ~ ¢ LL O W Z 0 J H F~- O ~ J 0 z i J O R ~ J N H £ 0 V W 0 O > K d 0 O w ~ J V C N d O X 3 ~ b O O ~ ~ b I~ O b Ib O N m ~ x N 3- O d N C Y O t~ N O 0 b O ~ N 0 . 3 J Of z y~ M Ol LL N ~ ^ U V = 3 _ rn ti " tJ W ~ \ \ N N O ? J O II ~ s z N rn o a~ s < c~ ~ z w w z E V LL 1- ~ O O N W Q 2' Q W d' K ~ O U N LL ~ Lfl 41~ O ~ O p ~ C ~ N Y L V 3 L N Q Y n m w X 3 N ~n L Ot Q N d N 1- Y ~v N aa ~ i-+ H O J Z 1 ~ • U C O Q J J J J J LL J ~ p J L I- K c lJ CJ U U O ~ C I C ry L1..J 4 Z y y ~ ~p ~ Jo Q C~ {t~~ ey 6 a t - U p t p 6 w o ¢ l N ~ 2 p y~ ~ JI ti Q O M Q V O ^ £ 2 - w O ~ ~ ~ C 3 ✓I t~ O p - G N Z Q ~ - £ tn LL ~ F G N W IJ O p ~ o O r ~ l O J - Z ~n O W -II £ li J N O O N O ti 'Y (J P 4 ~ ' Z O \ O ~ ~ d J - O Z 2 v~ 'Y 3 V~ F- ~ ti W W < 2 ' U W _ p T Q Z Z p. Z 6 X ¢ O _ ~ 3 W 0 w > ~ H 2 W O cl l. £ Q li U 1- O ti - 006 O w - O~ J V C O O 0 < ~ H V D Q N O ~ C N Z % N ~ v d m l~ W W VI N N W 3 p .-i y = ] Yvti 2 y~ ~ O O D O W N ~tJ tn y~ Q 2 2 'a ~ W O N y Z p lJ N Q I 2 6 6 2 p J U N N N IA W W P Q Q Q ~ ~ g x x x x ~ N N N N J O ty w o o vi a o c~ 3 1' 1' m O~ m O O W a ~ J Z S 3 N W LL W V V 3 r N ~ J 1 C. F- O O J Y O ~m a 3 a f b ~ ~b O b I~ O O O ~ ~ II C N TM m / ~ I M K 3 y (~l Ol V II ~ = C ~ N ~ ~ Z ^ q w w Z F V LL F- 3 O O y W Q C Q W d' 2' p p U (n l_ L~ LL ly LL LL N N ~ N N a a n. a a o ~n in o o ~ ~ V C' ~ Q J J J J J LL ~ J ~ p J • • L H ~ U U U U O ~ C H Q] p H p V O O H _ L ° O L H - N N ~ - L N ~ ~ _ - O - - _ ~ II - - - = _ ~ - ~ ¢ ~ _HS% ~ U y C F ~ N d =n > T w ~P 3 Z 6C hy U y CL J - V- Q ~ 4 ~ IaJ m ~ a ~ U O 0 O t U' N O J I~ (3J m N 2 V = O F- - W O ti w O N V = II Q = u • o ~ ~ m - -N n G t ~ O Oi O c] 1- I. ~ t~ O Z N _ £ Z 6 = - W O + 2 - V C 3 J N L~ W y 6 - > p i N d W - U' O Y N 2 O O Q ~ C - ¢ - 0 z ' W LL. 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H H m O] F O V: ~ J - - - ~ ` - - - - - - - - - - - - - - m L ~ N U _ m II - _ - v. e L ~ _ O. - - d I ~ - I VJ C _ - O L C ~ ~ N > y = ~ O ~ W = - - - I ~ 6 £ ~ s ° ~ ~ a u D ~ V v • v ~ g ~ Y - ~ ~ N > W n 4 2 3 Z a~ ~ ~U O ¢ d CL } I ~ Q C@ N Y 1- /J I O J C z 2 n a I £ ✓ . = Q O O f , p ~ f b N Z C tJ - W O N ' W ~ O ~n tJ I 6 J - h ~ m -N t ) Q U O a O ¢I F- ~ V i Z Z w O tJ C ~ ~ J LL K - 6 - ~ LL d H 2 W - U' O N 2 O O ~ ' 6 •II Z O H F- z V 6 r W G ~ 2 s O ~ O N - O Z < - 5 c) fG ~ p } Z 2 d (i ~ Q X O W 2 w W - 2 f- r F Q J - V H - O O Q Z Ol J lJ 0 J Q O d F X ~ O 3 0 0 ~ J Z w N 2 ~ J . .r .y O f ~ O O Z t0 tp (+J \ O ^ ~ ~ V J LL LL W Z d O. C. N V H ~ N f. W Q < < W g x x x g N N N o z W 0 O N p 3 O O W H 3 W V V W C o- LL O O y~ F- o] p N O O T ~ b fbl O O y O O~ ~ N ~ (J _ p ~ 01 .ti U T n ~ ~ n M O .~V„ J O . 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U ~c i- O 2 p O ~ Z 2 V O ~ Z W % ~ H i Q w 2 O - d J £ H F- O O Q Z V w w W O O O uf u] y~ LL LL ~ d y d N N N c V < X X X N N N C ~ N z C O] O O W x 2 3 V V C 1- 00 ~ m 0 O N ~ H lJ G O z J C G W h Z H 6 u N O ['J K O W Z ¢ O 6 O H O O O 0 O w J O O O ~ J W £ O N J w 0 N ~ O N p N p O m p u ~ ~ II 0 ~ O tp O p ry LL ~ ~ N _ (J ~ N 01 .ti U N n ~ ~ M M O J O II th = ~ .v N rn o a~ z < c~ ~ ~ z r~ W W Z F V LL F- ~ O O N w Q C Q W d' 2' O p U VI LL Y O ~ ~ O O ~ O O ~ ~ ~ O tt) ~ rr Q N U U' o ¢ z J J J J J LL J O 0 J • CJ H K Q U V U V O = d ~ F-- o] m H p v~ d (J N ~ N i - O p~ ~ p ~ ~ u _ w a ~ Q O 1 ~ ' P r ~ ~U N > p w OP ~ 3 Z 6Q ~ ~V ~ d $ y J ~ ¢ ~`u J V ~ . . a 6 ~ o n y ~ V ~ T u ~ ~ ~ LL N 'J U N . e V .y 3 n ~ ~ M ~ ~ O y J O . ~ rl 3 Ol Q 11 ~ ~ N ~ r O ry K ~ C9 ~ F ~ W W 2 F N - ~ = Q O ¢ o N W Q K 6 W CC O o K O O U N LL 'V P 'U £ N ~ O • J Y I~ ~JJ LL LL LL LL p LL N N tn N N Vl 2 V 2 d p 2 d O ~ u~ O V~ 1- w C O~ N O O ~ G ~ O II Q O ~ ~ O~ N ~ ~ ¢ t"~ V m rn t'~ p] H CJ t'J ~ O Q Z ~ W ~ N J J J J J li. ~ ~ p J O ~ J V w t~. + U ~ ~ Q tJ O 3 J U V U U O = d N ~ Q K ~ ~ F- 1- C] H ~ ln l~ 2 O d W U11{ll\Illlllplq// i ~ o ~ r JN` QPEL(~ £ o o ~ P ;'.r .c~ ¢ _ i •J= LL v~ w = i6= T O Z O o. . 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O\ u'f N t0 Z N O ~ ^ ~ N N c c_ - 6 HHmm ` N d c y 3 rn V x n cl' 3 ~ II C = _ _ - C N = - _ (J O N Y ~ ~ ~ ' ~ O - - ¢ 0 o a V - ~ C . ~ ° III m LL ua O N _ _ GI N J d ~ d tJ _ ~ - w E o < 3 I ~ - _ - _ 0 o m c~ o L p = - - J O II 6 F _ ° - ' V J C ~ = Q CI O ~ N ~(1 ~ _ _ _ W V O ~ 01 U' m F- O Q IP R - W LL~+ Z J O N Q C O N ¢ 5 • ~ Z II - 7 C•] C ✓1 ~i < ~ ~ J 2 F- ~ 6 ~ II U O m C • _ r ¢ o . ~ W J ^ O t0 ~ ~ ~ W W- £ O 0 2 X O U i ~(1 ul ~ r w w 3 ~ rvv p .o~on v 9k x ~ 0 2 F ~ V N J ly ty It O Z 2 y .J. rv~ Z V G. 2 2 N N N ~(1 1- 3 O ~ N F- ~ ~ y W OP ~ P V O • 3 y w ~ z 6G g x x x • c~ ¢ E U ~ O N N N p p . ~ O p 2 w d LL 2 N 1 YJ ~ ' ' O ~ J 3 1 1 O] 36W O O W U ~ - LIOI F w Q 3 O F r ' ~ q W V V J rvr d ir W O F~ UN 3 £ J J G ~ F F LL d 6 O O O O 6 F- ¢i Of $ V = W O Q ~ 0 ~ ~ N ¢ o 0 0 ~ ~ V Q j U' £ N OO J C LL (Lf m LL N d - O - H l N O O vP cJ - J O II Q ~ V ti K ~ m vi M W tJ O O~ [•J ] F- ^ ~ 1~ W ~ VI ~ 2 Z - tJ O 3 J N O C Q C ~ N H O d W t'J 5 VI 2 LL O ~ U Z H ~ 'U E] - G W II 2 ~ - W J - £ O p 2 y~ 1- ' V Q d O Li P H W C ~ O O 2 O N ~ J C N = 3 ~ ^ W ~ t~ K _ O O J Z W 2 LL u H X O tJ 3 Q W m J ~ ~ 2 O W LL - 2 J ~ VI ~ L J 6 H H - O O Q Z O ~ Ol Z tJ .i 0 0 Fa- O 0 0 0 J 6 ~ 7 W w N ~ ~ J a F o 0 0 N ~ ~ C Z ~O b (7 N O 9k \ U J ~ 4 LL Z C. 6 2 N V N N N 1- W < V < W g x x x £ N N N ~ Z W O ~ N O O O W F- J Z Z 3 V W V U W d a r- ~ 0o w ~m o ~ v 3 f~l ~ 0 n ~ ~ e y N L p d ~ n ~ N ~ i ~ N M > II O 3 O ~ ~ ~ II ~ a n n O v J N y l0 O~ LL ~T ~ N V _ C \ y~ O~ U i0 n ~ ~ M M O v J O . N 3 G1 Q II M = _ .-i N rn = ~ o ~ ~ v z H ~ J O O N W Q¢ G W~ 2' 0 ~ U N ly LL LL LL LL N ln N Vl N a a a a o. ~ O ifJ N O O ti • U C^ ~ Q Z J J J J J LL ~ 0 J O O J • li V H 2' < U U V U O ~ d H F- m C] H ~ N L z- ~ - - U - C= _ vm 010 = ~ •~i ° - _ - = - } - _ - ~ - I - ~ i L ~ W 4 o Z a~ H V ~ I d O C Q c~ ~ 41~ J C a a 3 H , Y ~ ~ N ~~O ~I LL V O~ y f ^ \ \ ~ ~ o C {J U 1 ~ < ~ ' O v Z = ~ p W W Z F _ ~ LL ti = Q O ~ N w ¢ ~ Q w z £ ~ Q U' N O ~ Q C @J O LL li LL L LL m N J N N N N N p F- J G d d d 2 : = W O N . w Q ~ ~ O ifl ~ O O ti ~ I ' O i(I V O • • • • ' = J II Q H O ~ ~ O~ N i ~ F~ ~ C] O -N p eC t7 Q cl O a1 O d F- O . U U' n i V W ~ Q Z < Z Z J J J J J LL W O~ J O J ~ O J LJ - U K 3 J CJ F" CC Q N t~ ¢ p V U CJ U O ~ C Q ~ Z 1- I- m C] H O tn LL 2 6 = • £ N ~ = a. n z o ~ 4 ~ ' P L e EL • ~ f o o ° . J 4 . x ~ - F-zc~ ¢ _ N •J~ LL Z ~ S ~ ~ i i ' • Q ~ y O.+p N J ~ • ~Z .i„.-. o ,n " •b •ya ~ ' < _ - % • • = o ~ " ~ ~ , • Q o,x Y _ - ¢ x o o „ ~I/qp171i11{fllq 3 W 3 2 W W (J ~ y r ~ £ 4 ~ J ~ ~ ' ~ V ti ~ ~ OOQ 2 W ~ O\ J t) O O d - _ Y ` V .a III n _ _ _ - - C Y II - n V ~ X N ~ ~ 3 z o 0 3 L N - ^ _ £ ~ L _ N _ 3 c r ~ a D O u~ ~ W ~ - e H O O D 1' m N O O ~ O H T ~ • J J ~ ~ ~ ^ V Z O ~O d . b 2 O ~ V V ~ ~ ~ 1~ 4vLL J Q w ~a X ~ m m ~ ~ 3 C' 3 X X N N N . Q U H Q W O C N Q . 0~ lD l0 d ~ ~ O ~ 3 zz m z x J ~ ~ L el ~ ¢ W 3 co V F 3 I y`u ~ i i O ~ oA O O Q J ~ m O . V V C. 6 < .mm a FOUNDATION CO.,1NC. 14854 E. Hinsdale Ave., Unit A Construction Activities Re o~rt Englewood, CO 80112-4239 P h o n e/ FAX: 3 0 3.6 80.6461 To: Grand Electric Co Job. No. F-2086-97-2 701 W. Mississippi Ave Date: 8/17/99 Denver, CO 80223 Daily Report No. 1 Sheet: 1 of 5 Subject: Helical Steel Anchor Inspection Den is Weddingfeld Residence Attn: Mr. Dennis Weddingfeld 108 West 32n° Ave Lot 3, Marvel Manor Subdivision Wheat Ridge, Jefferson County, colorado Weafher Conditions and Temperature: 81 ° F. Clear Contractor's Equipment: D& B Engineering Contractors Construction Activities: Helical Steel Anchor Construction (forty one anchors) Verba/ Communication with Contractor, Engineer, Architect or Owner: This is to certify that 41 (forty-one) Helical Steel Anchors were instalied at the subject site in accordance with Project Specifications. The installation (uitimate) torque capacities were twice (FS=2) the design capacitates indicated on the Foundation Plan (S1) by Colorado Soil No. 99-1114, dated 7/21 /99. RLM Robert L. FIELD REPRESENTATIVE ppp Geotechnical and Materials Consultants ~ H 0 z Z O H rn V ~ W ~ 6 N w Z ~ LL ~ w d O O o y O ~ ~ l6 ~ y W O v Z 0 ~ U 6 W ~ v ° c d ? ' o v J m o w # ❑y C'C O J O Z W t E y m ~ N Z Z T d 7 M d d a Z V Z # m ~ Z Nm L _ C9 n > Q r E~~D ~a r R ~ a ~ p W Q = Z ? L Z C Y W V ws ° w a . , - `o m U a c v ~ s a R ~ L ~ Z Z Z Z Z Z Z Z Z Z Z Z Z Q 0 0 0 0 0 Q 0 0 Z H h Y- I- h F- h F H h H H I- ~ f f~ N N N (A N (/1 (/l f~ Vl tll f~ g< 3 g 5 g 5 3 g 3 3 5 3 ` 5 N~ U U U U U U U U U U U U U o ~ w ~ n « Z ~ N N N N N N N N N N N N N a w ' n a a a a a a a n. a a o. a ~ o Y ~ Y Y Y Y Y Y Y Y ~ Y Y y O O O O O O O O O O O O O O tA N IA lA IA N In ln N 4A N 1A lA _ Q~ Lq O O N NO O O N O O O O ~ N N N N NN N N N N b N N N d W w 5 ~ 0 ~ ~no 0 0 in O o u~o ~no ~ LL C) N 16 ML6 tMN thN N N z a o N F i w ~ w~ o 0 0 0 0 0 0 0 0 0 0 0 0 ~ ~ ~ r r r n r r r n ~ n r a N N N ~ N N N N N N N N w z~ O O O O O O O O O O O O O ~ ~ n r n r r r r r ~ r t~ z o a a ~ U o ~ ~ o 0 0 0 0 o a o 0 0 0 0 0 - - - - - - - - - - - - - ~ i Q~ M N N N N ~ Y1 tA N U~ -l N N O W - - - - - - - e~ ~ ~ ~ - - ~ i ~ N ~ ~ 7 N i ~ N UM .f Uin Uco ~ VJ W Zm Z U W W " - ~ W 0 z z 0 f V ~ ~ W ~ 6 N ~ ? U IL C. ~ N O O o N ° E _ v ~ m O Z 6 Q ~ W J v ° c 0: W - ? 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O ~ ~ N N N N N N LL N N N N N 0 w ~ u ~ 0 C € W W O O ~f1 O O O O O N O ~ i~ ~ N th N M t"1 i(1 M N M R ~ ~ - - - - - - z o G x ' w w t w~ O O o o O O O O O O O o O o _ r~ r r r n ~ r r ~ ~ r r r x N N --N N N N N M M N N M W Z W O O O O O UI t(l tA IA N O O 1n I~ N N N N N I~ I-: fV o d E ~ z F w o 0 0 0 0 0 0 ~ a Lq YJ lA ln 1A tIl lA tA 1~ h 4(1 LA 1A W N O ~ ~ - - ~ ~ ~ ~ ~ ~ - - - 7 m z < n ~ <o Y l0 W h' W m ~O)~OtOe-NNMM W < ~ ~f0 N x W - W Z N Z N W N N N N N tiW H ~ z z 0 P V ~ m W ~ 6 N ~ ? U u. 0 ~ 0 m a v ~ O Z 6 a v ' W ~ J c o` L~ W y y~U J ~ ~~'o N rn ~ ~ ~ N Q C 4) ~m N0 W 0 Z ~ a N Z S ~ ~ Z ❑ a0 J> n. Z Z e ! O Z ~N0 ~ n Q ~ CO y O m ~ a Z ° a° ~ W wr , Z L S O~C C 0.1 a 0 _ 0 W ~ r W 6 `o m U v c v ~ o ~ c a ~ ~ r ~ W W W W W W W W W W W W W Z Z Z Z Z Z Z Z Z Z Z Z Z o 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N y N p s ~ f~ N fA (0 N s< 3 3 3 5 5 3 3 3 3 3 3 3 3 F N N U U U U U U U U U C) U U U 0 o ~ a ? z O 5~ N a N a N a 1% a N a H ° N n N a N a N a N n N a N a ~ Y ~Z Y Y Y Y R 3 ~ Y Y Y Y i g o 0 0 0 0 0 0 0 0 0 0 0 0 in v~ n v~ r v~ <o u~ in r u> ~n ~n F in in o v> o 0 0 0 0 0 0 0 0 w ~ oi ai c oi o ~o co ~o ~ ~ ~o <6 N ~ N N N N N N N N N N G U ~ 0 ~ w W O N O M N O~ N O O N O O N O O O ~ 6 C6 6 "i V66 m ri 6 vi .i 6 6 ,66 ui ui e- - - - - - - - o 0 m ~ z F ~ w~ o 0 0 0 0 0 0 0 0 0 0 0 0 ~ r ~ r r ~ r r r n r ~ n ~ N N N N N N ~ N N ~ i W O O N O N O Ul O O N O O O I~ h (V 1~ (V I~ N n Ih (V I~ f~ I~ U O Z 60 ~o ~o _ yo ~ w o 0 0 0 0 0 0 0 0 a N a~ 5 ~n u> ~n ~n tA N in in n n u) N tn y s- .1 - - - - - - - - - - x N d' l0 A N N NqNO V M -W ^ N ~ ~M W O ~M~ m I~ ~~p~ I~ W nMy~p~ ~x i r e W W N(/IN W N W t7NMN M (nMZ M W c] (nMZMZMfA~ ~ w H 0 z Z 0 ~ ol 01 W ~ 6 ~ N ? U LL p o H = N ir ~ O V Z O d d a ~ m ~ W v v m~ j N N O II ~ o rn J (1) N (0 O Z M~ N W o ai y Ey U. = m y~ v d a T d 7 M ~ d ~ a0J~i O 2 Z 0' 03 ~ W a W ~ z z m 3 O z Y. W v Z Z 14 L 2 0 V ~ r m ~ d p i0 ~ 000 C V M a~i T i O o a d' 3 41 W m to ~ C b QI 0 d y ~Wd 'w' c4 ~ E ~ Z Z o 0 a ~ 8< v', ~i U V °a ~ s i y w i o a ~ ° a n Y Y ~ ~ a~ ~ 6 o 0 N N x ~ U ~ Q w u 0 0 ' ~ ~ k ~ ZS _ o 0 r n N N u~ w W ~ ~ O O n N O a U - ~ o z ~ ~ o 0 a w ~ ¢ a ~ N O N N ~ ~ x i z ~ o W v W v \ / C a z m 0 O Z ~QO Ncm n a v ~0--1 m o Cl) ~ ~-c 2 (n ~ ~ m~ nC)m m m ~ ~ ~ m O ~ ?1 31 O -7 3 2 w. T 3 ' R7 ~ n0i rti a v 31 ~ CD 37 ° O N ~ c ? T 3 ~ w ~ y w m ..3. Q° p=j. tp Z3 w ~ f0 n v m' ID ~ CD ` o °c O$ 1~ u~ ~ ~ ~ r 4\ ~ d 0 m N ~ N `°a 0 0 ~0 a v 0 Z 0 0 c ~ ~ 0 0 :0 C: z r m 0 m ri) co m m Z Cf) E) Z m v 0 c ~ z 0 n 0 z 0 m m -4 m C Z ~ r m 0 < m 2 ~ ~ m m z ~ ~ Z m 0 * 2) ~ ~ w N o O S m O ~ O N 7 0 o o ~ a3 0 ~ z ~ "O O ~ n ~ _ ~ z ~ ¢ ~ m , O M m c ~ cn co c~ z n D r- v D ~ D m 0 m Cl) -0 m =1 D ~ Z Z ~ ~O ~ ~ z Cl) 0 C- W m 1 ~ ~ ~ n O ~ T 0 ~ v O v m ~ r z m ~9 z 0 m 0 ~ T E m ~ O ~ ~ °9 O m 0 v ~ m co w u m 0 L 8 cZD{ ~ ~ Z rn~ U)~rn ~ a> rn rn~ O C ~ rnv O rn Z %a 0 rn ° 0 o O^~ ~wD 00 w vCA) o in W W r;; O V, V/ c 0 m N ~ v n Z 0 - N 0 Z ~ 0 N ~ m A o z C 0 0 Fa Z "'I m v = m o m ~ M c v Z N - v rn c -v Z z C) ~ N Cl) ~ ~ N z m N ~ C m F 4 L ~ 1 C-~ 1-'1999 S= 02Pt'1 1- RUIH ~i 28, 1999 Dennis Weddangfield ) Parfet St. :atrid¢e, CO 80033 5u7aseerfirce l+rer:,ti,qal Pi~rcnlrlllolt R~s/iu,S~ Potmrkrti~iu Ihn-ip~~ .Slr'vc'ftuYl! Ih~3i,4~1 /'~{qinc~card S<(rtic Syt+lanr. . R,~~;lnerrtn„~ lu,pecriun> li~~~ irYnitlu7f7l~! .S!/C .1:..~t..cu~(rrl.• ect: Foundation Wa41 Reinforcing, Perimeter Drain and Waterproofizag Tnspection Letter ] 0865 W, 32'd Ave. Jefferson County, Colorado Colorado Soil and Engineering Inc., Project N'o. 99-1114 lorado Soil and Engineering, Inc, m$de a viszt to the subject site on September 13, 1999 to ure the foundation wall reinforcing was installed according to the project plans and cifications. The final site visit was made on Septemtier 24, 1999 to inspect the perimeter drain waterproofing for the foundation. of the forms and steel teinforcing for the foundation walls were installed in accordance with project plans and speciftcations. All £orms were free of debris and in generally good perimeter drain and waterproofing were installed according to the details supplied in the soil have any questions regardiag this lettex please £eel free to contaet the undersigned. > Gilman erzng Technician RE~ R c ~ T~9F' ~ c, ~ ~ o• 2871 9~ R NAI. Iteviewed by: 1'yrone R. Carter, P.E. Principal 2y31 Highcvny hi • Gastle liock • CO 80104 •(303) C8fi-')475 • 1'ax.(3o3) 811-2•i5wi Sctbsiu'%nce hzvestlgatioas Percalntiori Tesliitg Fourada)ioir Design Sir't1cfural De+ign Eiegineered Seplic Sjsicnrs Engmcering hnspec[iats Enrironnaeiital Site Assessmeafs September 28, 1999 Mr. Dennis Weddingfield 3590 Parfet St. Wheatridge, CO 80033 Subject: Foundation Wall Reinforcing, Perimeter Drain and Waterproofing Inspection Letter 10865 W. 32id Ave. Jefferson County, Colorado Colorado Soil and Engineering Inc., Project No. 99-1114 Colorado Soil and Engineering, Inc. made a visit to the subject site on September 13, 1999 to insure the foundation wall reinforcing was installed according to the project plans and specifications. The final site visit was made on September 24, 1999 to inspect the perimeter drain and waterproofing for the foundation. All of the forms and steel reinforcing for the foundation walls were installed in accordance with the project plans and specifications. All forms were free of debris and in generally good condition. The perimeter drain and waterproofing were installed according to the details supplied in the soil report. If you have any questions regarding this letter please feel free Sincerely, `7`' ~ Elaine Gilman Engineering Technician undersigned. p,p0 REGIS R. O M: I X!Ov'A' Reviewed by: Tyrone R. Carter, P.E. Principal 2931 North U.S. Highway 85 • Castle Rock • CO 80104 •(303) 658-9475 ^ Fax (303) 814-2454 Subst.ufnce bu'esti,"~aaiorrs Percolutiora Zes[iitg Fotatc(atiois DesiAri Sh-uclrn-al Desinra Engineer'ed Septic S1,s7ents Engineei7ng Lxspectioris Erau{rprtnaental Site Asses~~ttents September 28, 1999 Mr. Dennis Weddingfield 3590 Parfet St. Wheatridge, CO 80033 Subject: Foundation Wall Reinforcing, Perimeter Drain and Waterproofing Inspection Letter :0805 W. 32"l five. Jefferson County, Colorado Colorado Soil and Engineering Inc., Project No. 99-1114 Colorado Soil and Engineering, Inc. made a visit to the subject site on September 13, 1999 to insure the foundation wall reinforcing was installed according to the project plans and specifications. The final site visit was made on September 24, 1999 to inspect the perimeter drain and waterproofing for the foundation. All of the forms and steel reinforcing for the foundation walls were installed in accordance with the project plans and specifications. All forms were free of debris and in generaliy good condition. The perimeter drain and waterproofing were installed according to the details supplied in the soil report. If you have any questions regarding this letter please feel free to contact,the undersigned. Sincerely, l~ Elaine Gilman Engineering Technician R EGISl ~ 'R° F ~ V F•Q • i- . _ _ _ . ~ .1 ea a° ~ ~ lo N A' i Reviewed by: Tyrone R. Carter, P.E. Principal 2931 North U.S. Highway 85 • Castle Rock • CO 80104 •(303) 688-9475 ° 1'ax (303) 87+-2454 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 8841 5/4/99 Property Owner : Property Address : 10865 W 32ND AVE Contractor License No. : 20310 Reets R-1 regulations Company : Dennis Weddingfeld Phone : 422-2408 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 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for wor under this permit. (OWNER)(CONTRACTOR)SIGNE~ R/`2~'oG , ~DATE Description : New 2 story single family residence Construction Vaiue : $289,000.00 Permit Fee : $2,052.15 Plan Review Fee : $1,333.90 Use Tax : $4,335.00 Total: $7,721.05 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MLC Zoning : R-1 wm lm. Approval: DM inimmomoinimm Approval : GK Occupancy : SFR Walls Okay See PW plan review sheet. Phone : 422-2408 FEE $105.00 Roof : Stories : Residential Units : 1 Electrical License No : 18929 Company : Grand Electric Expiration Date : 2/28/2001 Approval: Plumbing License No :19549 Company :Merkel's Plumbing, Inc. Expiration Date : 2/11/2000 Approval : Mechanical License No : 17667 Company : Jebco Heating & A/C Inc. Expiration Date : 7/16/99 Approval: (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is su6ject to the laws of the S[ate of Colorddo and to ihe Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) fhe work authorized is not commenced within siMy (60) days from issue date or (B) the builtling authorizetl is suspentled or abandoned for a period of 120 days. (3) If this permit expires, a new permi[ may be acquiretl for a fee of one-half ihe amount normally requiretl, provided no changes have been orwili be made in the original plans and specifications antl any suspension or abandonment has not ezceeded one (1) year. If changes are matle or if suspension or abandonment exceetls one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem. (5) Conirector shall notiry ihe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspedion card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval oF drewings antl specifcations shall not be construed to be a permit for, nor an approval of, any viola[ion of the provisions of ihe byjl~ing codes or any other ordinance, law, rule or re9ulation. Chief Building°finspector For inspection this permit must be posted on - the site and visible from the street _ TERMS AND CONDTTIONS As applicant for a building pemut in the Ciry of Wheat Ridge, I do hereby agree to the terms and conditions set forth belw for the issuance of a Certificate of Occupany in connection with this building pernut. The issuance of a Certificate of Occupancy requires: ' 1. The completion and approval of final inspections and any necessary corrections of electrical, plumbing, mechanicat and framing systems. Inspecuons are performed by the Building Division. 2. The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidenual projects with an approved final drainage repor[ and plan, a letter of ceRificarion is required from the projects civil engineer of record. Inspection are performed by the Public Works Deparhnent. 3. The completion and acceptance by the Ciry of Wheat Ridge of all required public improvements, or a Development Covenant may be processed in lieu of constructinf said improvements. 11ie Public Works Depar[ment performs these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. Al( the above items must be completed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Unfiform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements conceming the property which may be affected by Failure to compete the above items and obtain a Cedificate of Occupancy. The City is under no obligation to issue a temporary Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. Name (please print) Signature:E~- Date: ~ ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE % WHEAT RIDGE, co $021 5 ppPL ~EPAR r MENT OFPLANNING AND DE!/ELOPMEMif BUILDWG INSPECTION DNISION - 235-2855 ' Building Permit Number : ION Date:3,- / 0~9q Property Owner : P n K i S G' 9 PN 6=1=i=~ ~ ) Property Address : 1 Q 8 GJ~-S'~ 3~'N~ . _ ~ ~Phone : 303 'Y z ~ ay~ ~ Zb~1~ u/, 303 G 48 % Contractor License No. : Company : p W WAX Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit appliration are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; thaC all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicalion, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W at Ridge ordinance/s1, for w rk under this pertnit: (OWNER)(CONTRACTOR) SIGNE DATE 3-0 Descrip[ion 5 7-6 9 y/i GS rP t:-:~Nc C Construction Value : Permit Fee : ~•OS?r ~s LPl1F 1, 333.g UseTax: 4,335.00 Total : Use: 00 ~ ~S.t.. BUILDING DEPARTMENT USE ONLY ron~n--~a rc~a~,.~ m1e~,-cs (\`o.~ics R-l s. s ~ Sq.~' ..,a._. `I Approval:i~C Zoning : V;Yi~c`~ Approvai 4 P.~Tb..'fic3t ~JL~~ APProval : 4-' Occupancy : Wails : Roof : Stories : Residen i nits : Electricai License No : 26 5'7 Piumbing License No : l O1LJ4n-` Mechanical License No ~(07 Company: 95:~/lAND CLCeT'frc Company: t-tw mtt~ Company: Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : (1) This pertnit was issued in accordance with the provisions set forth in yopur appliwtion antl is suhject to the laws of the State ot Colo20o and to the 2aning Regulations and Building Cotle of WheahRitlge, Coloredo or any other applicable ordinances of the Ciry.(2) This permit shali expire if (A) the work authorized is: nof wmmenced within sixly (60) tlays from issue tlate or (B) the building authorized is suspended or abandoned tor a periotl of 120 days. (3) If this permit expires, a new pertnit may be acquiretl for a fee of one-half the amount normally required, provitled no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has nbt exceeded one (t) year. If changes are made or if suspension or abantlonment - exceeds one (1) year, tull fees shall he pai0 for a new pertnit. - (4) ~No work of any manner shall be done that will chan9e the natu2l flow of water wusing a dreinage problem. . (5) ConVactor shall notify the Building Inspector;wenty-four (24) hours in advance for all inspections and shall receive written approval on inspecUOn card before proceediing with successive phases of the1'ob.. (6) The issuance of a permit or the aDProval ot drawir.gs antl specifca6ons shall not be consW ed to 6e a pertnit (or, nor an approval of, any vioiation of the provisions of the building wdes or any other ordmance, law, mle or regulation. . . . Chief Building inspector ~ \ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ~~~h~ • Date 'i Inspector for Buitding Dept. DO NOT'REMOVE THIS TAG FORM WR6-22 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * Correction Notice g? 2~ -Zi Job Located at/ -3 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hefeby notified to correct the foregoing violations. When corrections have been made, call for inspection. ~y~ ~'L SCiV~G2 G~'~ef !9 1~e~Ui,-ed fo ~c Gfc.-~~)~G-)VJ-. ~j)/rr~s~c°~ shov..~ z{~ix-fa~e doos »61- ~~~w.T o bz c~ rvel- Date Builtling Dept. DO NOT REMOVE THI FORM WR6-22 L,;) Fl?;sb BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at ~1z)9'6 5 ev, a:5/ /7' I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE THIS TAG FORM WR6-22 Febniary 8, 2000 T0: emiis Weddingfel From: Tcm Radigan~~_ Re: llramagc lssues ~ 32' ~f 0 t" VP VVpS~~ 0'~QC°e5 ' C4' CC: Ken Fenwick, Greg Knudson, Robert Goebel, Darin Morgan, Meredith Reckert, Dauid Neb I need your help in resolving the issues identified in Greg Knudson's letter dated December 17, 1999 (see attached). Tlie Wheat Ridge draniage department has employed me to speak on their behalf to resolve the concerns identified in tlieir letter. nvr, :najon comerr.s expreesed r~, rVe are: 1. The two deternion ponds with trench drains (5X25X6 deep) located on the east and west sides of lot 3 that were constmcted in Jwie 1998 have inadvertently been covered over by the preluninary escavation cvork performed by your subcontractor. I believe this action occurred sometime after these ponds Nvere viewed and inspected by the Wheat Ridge drainage departmern in 1998 and their most recent visit in late 1991. The drainage department now contends that the ponds don't exist and were not constructed in conformance with the approved drainage report. Therefore, a CO will not be issued. The excavator, the rock supplier; the lot 2 homeowners, the workmen, Ken Fenwick, you, I and others cau attest to the esistence of the ponds on lot 3 as per the approved drainage report. In fact, an additional retention pond (5X25X6 deep) was constructed on the northwest side of lot 2 to enhance and supplement the incremental surface Nvater that was being pumped from yotu construction site into the southwest retention paid on lot 3. 1 have attached a copy of the approved drainage report as a reference to the grading required in bringing the existing retention ponds into compliance. During final grading of your lot 3, please havc your excavator grade the retention ponds to the satisfaction of Ken Fenwick and the drainage departuient. Sorrv for any delays and disruption this issue may cause your project. 2. The second issue is the mechanical sump pump currently located three feet below the surface of the lot 3, soufliwest located retention pond. It must be removed in order to be in compliazice with the approved drainage report. Thaxdc you again for your assistance in this additional matter. Once these two matters have been resolved, Ken Fenwick can re-certify the approved drainage report and plan. In dC]CI1trOO, T}l0 IOTS Wltll ri0W' COI1SL171CL1011 llllILlCC7idi0i"y `LCi LLic CdBi Oi :i3 i':.:O= dc°:a_ °d h-: ±he r+?,+ tn drajp pact h;,t currenUy drain west due to the uutial grading of these lots Hopefully, fmal grading will alleviate tlus drvnage issue. Tltis fact may be contributing to an increase in surface and ground waters on our lots and the drainlge deparhnent has requested tliat the effectiveness of the detention ponds to percolate flows into the ground in relation to the akered ground water table caused by the new construction to the east be evaluated. I appreciate your efforts to resolve these matters. If yon have any questions, please call Greg Kmidson. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 161)1rL~ 4' 2e _71 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: 1:~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE ;i Correction Notice , Job Located at 1/l , r,o5- lV. 32 I have this day inspected this structure and these premises and have found the foilowing violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. " When corrections have been made, call for inspection. Date - - / ' Inspector for Bullding Dept. DO NOT REMOVE THIS TAG PORM WR6-22 . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at /0 pCS~ Lti ~ 3_2 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspecior for Building Dept DO NOT REMOVE THIS TAG FORM WHB•22 Y ~ Grane! Electric Company 701 W. Mississippi Ave. Denver, Colorado 80223 (303) 698-9001 FpX 698-0940 Dennis Weddingfeld Cc(f 3a3 32-K 3 5g'! r I O ~ u cri G ~ m ~ 1 ~ t 7~ , ~t z ~ ~ n ! t,; ~ r- Q ym ~ z m n mm 14, ~ `a r(db ~ ~ (~1 a al~ ~ i . ~ ~ ~TO ~ ~ 1 ~ ~ F 1 , ~ -9 . I ~ ~ s ~ n ~ ~ i l.~ I cn 3 ~ ~ O - x z t A ~ ; p ? 3 ~z N m o_o r rt ~ ~ ~ t2. 6« \ C O y o . Q p ~ r j ~ iy`✓'iv ai ~rn ~ m ~z : u -n o ~ ~ Z gr / am r R~ ~D I ( ~ ~ ~ I ~ 1~I 1~1 I I ( ~ I I i~ iW ~ I -o ~A ia ( .il I I I I I I ~ m2 D~ m A i i 40~0 ii II i I I I~ iW ~ I IA I~ ~ll ii ii ~ ~ ~ m , I+ ? m D 0 ~ ~ul m~ aLiJ ;N I ' il I~ 7 m 0-I I / o F Wi~- ~ I FRi~ I~ II I~-UI II I I m I II 10 -II-I r- _ n o 1 ii i I ~+v II II Am a n ~ ) ~I r T m ~ O n m ~ I i 1 D _ ol 0 ~ Z~ x ~ FOUNDATION CO.9 INC. 14854 E. Hinsdale Ave., Unit A Construction Activities Report Englewood, CO 80112-4239 P h o n e/FAX: 30 3.6 80.6461 To: Grand Electric Co Job. No. F-2086-97-2 701 W. Mississippi Ave Date: 8/17199 Denver, CO 80223 Daily Report No. 1 Sheet: 1 of 5 Subject: Helical Steel Anehor Inspeetion Dennis Weddingfeld Residence Attn: Mr. Dennis Weddingfeld 708*5 West 32"Ave Lot 3, Marvel Manor Subdivision Wheat Ridge, Jefferson County, colorado Weather Condifions and Temperature: 81 ° F. Clear Contractor's Equipment: D& B Engineering Contractors Construction Activities: Helical Steel Anchor Construction (forty one anchors) Verbal Communication wifh Contractor, Engineer, Archifect or Owner; This is to certify that 41 (forty-one) Helical Steel Anchors were installed at the subject site in accordance with Project Specifications. The instailation (uitimate) torque capacities were twice (FS=2) the design capacitates indicated on the Foundation Pian (S1) by Colorado Soii No. 99-1114, dated 7/21 /99. RLM Robert L. FIELD REPRESENTATIVE App Geotecluucal aud Materials Consultants vi W ~ z Z 0 P V ~ ~ W ~ 6 N ~ ? 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C 'W ;a N o ' F~ `o ~yaU N v H~~c ~ n J ~ cA o ~ rn ~ a C~ ~g o A y N Z L o N M ~ E l S ~Za d ~ Z> ~iE Z T ~ C M y d ' o O ~ ~ L ~ a`O~ O a ` Z a Z U ~ O Z ~ > N tD r ~ COO m ~ ~ a W z ~o M z z d =o~ 4 " Li. ~ 13 W6 w a ' f W W 0 0 ~ > > a~ 3 3 ai ~n U U 0 O ~ ~ L a i ~ o w F ~ Y Y ir o 0 aF o 0 o ~ t- ~ N N O W 5 ~ U ~ c a z ~ ' ~ F o 0 s N N w z W ~ O O r r o w a ~ ~ o z ~ N o 0 ~ Lq ~ ~ ig m o w°ewv MEMORANDUM I Approved Date 1 DPPACtTA= OF &UB➢.HC WOI1K5 TO: Darin Morgan, Codes Administrator FROM: Greg Knudson, Development Review Engineer DATE: Apri17, 1999 SUBJECT: Building Permit Application For 10865 West 32°d Avenue This memo is to advise you that the building permit application received on April 7, 1999 for the above referenced address can not be processed by the Public Works Department until the following information has been provided on a site plan, and submitted far review and approval: 1. The existing and proposed topography of the entire property, including proposed elevations at all property corners. 2-Tlie finished floor elevation of the proposed structure. 3. The proposed location(s) of, and direction of flow from all roof drains from the proposed structure(s). 4. Designation of grading (minimum 2%) away from the proposed structure(s). 5. Designation of grading/swales along property lines to confirm adjacent properties are not adversely impacted by the proposed onsite improvements. If you, or the contact person for this project have any questions regarding the above items, please feel free to contact me at 303-235-2868. cc: Bob Goebel, Public Works Director Alan White, Planning & Development Directar Dave Kotecki, Sr. Project Engineer . File PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 4 Applicant 'D• Phone #)03 -477,7--u1~ Location of Construction (address) lo$lPS v• Purpose of Construction iIG.,J h'r:ff Buiiding Permit Value $M 1 o00 - Commercial _ Residential oX DEVELOPMENT REVIEW FEES (this section to be completed by City) Development Review Pra:essing Fee: $50.00 $ ~ Single Family Residentiai Review Fee: $25.00 pp [includes review of construction drawings for improvements in public right-of-way] $ Zs. - Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documents]. $500.00 maximum fee [includes review of construction drawings for improvements in public right-of-way, review of preliminary/final drainage study and erosion control pian(s) if required] $ Site Plan: $50.00 (Not applicable for single family residential) Right-of Way/Easement $40.00 + $5.00/page recording fee Development Agreement Residential = $50.00 Commercial = $100.00 State Highway Access Permit: $75.00 application fee Traffic Impact Review & Report: $100.00 processing fee Fiood Plain Variance: Class I=$75.00 Ciass II =$150.00 TOTAL REVIEW FEES: (due at time of building permit issuance) $ - o- $ - O $ o $ o- $ _ o- $ - o- $ -T5, eo Please note that addfional fees will be assessed for those pertnits reiated to construction of public improvements. If you have any questions, piease feel free to conTact the Devebpment Review office at 235-2868. Signature of Applicant ~Date The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat GRidge SINGLE FAMILY MINOR EXCAVATION AND FILL PERMIT NAME OF APPLICANT: U. ADDRESS OF EXCAVATION/FILL: I D$(,S • J~dE. APPLICANT ADDRESS: DATE OF APPLICATION: 4/ } I I All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) yeaz from the date of issuance, and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code (UBC), or by other applicable City adopted Resolution or Ordinances. Grading Plan Review Fees*: 0 to 100 cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 101 to 1,01]9cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $22.50 1,001 to 10,000 cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $30.00 10,001 to 20,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $45.00 SUB-TOTAL: Grading Permit Fees*: 0 to 50 cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 to 100 cubic yazds . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E.50 101 to 1000 cubic yazds $22.50 for the first 100 cubic yazds, plus $10.50 for each additional 100 cubic yards or fraction thereo£ C. Y. Amount Due: $ 1,001 to 10,000 cubic yazds $117.00 for the first 1,000 cubic yazds, plus $9.00 for each additional 1,000 cubic yazds or fraction thereof: C. Y. Amount Due: $ 10,001 to 20,000 cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $238.50 TOTAL FEES DUE: $ 10. ~ (303) 234•5900 • ADMINISTRATION FAX: 234-5924 6 POLICE DEPARTMENT FAX: 235-2949 Building sites whose total excavation and fill exceeds 20,000 cubic yards must be processed under the provisions of Section 26-33 of the Wheat Ridge City Code. Upon conformance with Section 26-33 of the City Code, grading plan review fees and grading permit fees shall be established in conformance with Section 3310, Table A-33-A, and Table A-33-B respectively of the Uniform Building Code. * Uniform Building Code, Section 3310 I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT, AND UNDERSTAND THAT THE REQUESTED WORK CAN NOT BEGIN UNTIL TffiS APPLICATION IS APPROVED BY THE CITY OF WHEAT RIDGE. I AGREE TO COMPLY WITH THE LAWS OF THE STATE OF COLORADO, WITH ZONING REGULATIONS AND WITH THE BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION WILL BE CAUSE FOR IMMEDIATE REVOCATION OF THIS PERMIT, AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION, OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT ,Z-- 444'~-Ji/,--~<<% ApplicanYs Signature City Approval a e 99. Owner's Signature (if different than above) mexfillp.fim DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW Date: ~TIT]_ Case/Building Pernut No.: oF w~r U (+J c°toxP Location: LO b (05 uJ . 2Ap L \W- . Attention: Building Department I have reviewed the attached materials submitted in application for approval of a f~G.t) at the above referenced address. Please note the summary comments below. 1. ~ Boundary Closure: -C OK _ Not OK; refer to stipulations. 2. 3. ~ 4. ~ Drainage: a. Drainage plan and report needed _ b. Dramage plan not needed c. Drainage provisions have been reviewed and aze found to be: X OK Not OK; refer to stipulations. NPDES Pernut Required: Yes -X No Legal Description: ~ OK _ Not OK; refer to stipulations. If not OK, please explain: 5. ~ Public Improvements: a. street paving needed: Yes ~ No b. curb and gutter needed: Yes X No c. sidewaik needed: Yes c No d. street lights needed: Yes -2L No e. storm sewer needed: Yes No ~ f. escrow required: _ Yes No JL If an escrow is required, for what im provements? 6. 7. ~ 8. ~ 9. 10. ~ 11. ~ Amount oY"escrow: Development Agreement required: If Yes, for Traffic impact analysis and report requ'ved: State Highway Access Pernvt needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? All~sting dedicated roadways/alleys meet the standard: I~no, ~vhich do not and what is requested: AL: Tye PublicForks Department has reviewed this request subjefCt to the 4k"iove and/or attached stipulations. X ~~1 4=~r~ 4 1 -;t / 99 i ature g Knudson Date 12. _ NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: 13. 14. / Sipature Greg Knudson Stipulations attached: _ Yes No _ Yes No _ Yes 7c No Yes X No _ Yes No c-L.fo=wiaprmtz.sm PLANNING & DEVELOPMENT BUILDING PERMIT REVIEW CHECK LIST Address: 1c)S(9S 1L~T3 Zoning: )P,-\ Existing use: \lC~cos~t. Permit is for: ~0. Deed: ✓ Survey: Plot Plan: ~ STANDARDS Reguired A' ~~t Proposed Setbacks/Height: Front: ~ Side: ~w Side_ Rearc ~ Structure xeight: Coverages: Building Coverage: Lot Coverage: Area and Width aO` t5 kS ~ ~°7 0 ~Q ✓ 'A (.o Q, \ ~J ~Q f Lot Area: Lot Width: Landscaping Requirements: Landscaping Percentage: Number o£ Street Trees: Number of Trees/Shrubs: Parking Requirements: Required Parking Ratio: , Number of Spaces: Number of Handicap: Signs: Free Standing: Wall: Other. ~ ~ U ~ ~ tgmmt.a °7o ~ ~a,sc~b '~a~pvt ~ 4G 3 ~ Location Size/Area Lighting shown: 7500 WEST 29TH AVENUE • March 15, 1999 WHEAT RIDGE, COLORADO 80215 Mr. Dennis Weddingfeld 3590 Parfet St Wheat Ridge, CO 80033 Dear Sir: The Ciry of ~~pF W HEqT GWheat GRidge ~'atoRa10o Upon preliminary review of your building permit for 10865 W. 32aa Avenue (Lot 3, Marvel Minor Subdivision), I have found the following issues: VY. The lot lines are not defined on the site plan. v2. The site plan is not to scale. ~ The address is incorrect on all plan sets. ~1Y Sewer utility easement must be shown. The square footage of the lot is not clear. In order for further review of your permit, a correct set of plans will be needed. If you have any questions, please feel free to contact me at 303- 235-2851. Sincerely, Mary Lou Chapla Planning Department (303) 234-5900 • ADMINISTRATION FAX: 234•5924 • POLICE DEPARTMENT FAX: 235-2949 STATEDOCUwENTARYfEE O ~ u., . -1 ~t p Z , _ y . V~ O 9-~ '~SJ ~Sf (0 N N O V S -O n d ~ - ~ N r ~ N 9 S * -~fi S ~ IA ~ N . A~• O : N rf Il N 3 a ~ S'v O S N N . ! . J -1 ^ N T N ~~C N N -1 N R ef O. N Q H~ m N~ ' i n N 7i £ ~ 3 mo N G y ^ m~n r~~mc~ C] ~ ~ m n iu 3^ [x1~p.. nTwTy .mny O D m - wKla m z ~ ~ m m zm :o ~ a a L~ H-~ m 2cm-i Q N m .b m vm m-m Ov~ C44 J N p . N N O p rt (A O N N ~ ~ H N O O n S x~ O T _ r~ N O n m l 7 O D(~]V a-Oi•m` N N J ~ ~ v n 'O d N A~ CZI - H O j r . '9 z t,0 O~ ~ .N. ~C ~ ul ~ . V~ H d ~ J-1 2-o . ! 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Z ` ' p ~ ~ y. : T 1p z . m n w Z D- Q n O ~ J S D d ~ crt z - ^ ~ C. U% mmm an~ -0. .aw ef m N J N. l 3 d G ~ ~ ~ ~ ~ ~ S rt N n M N O ~ # O - `G O y ~ CE 0 1 O Q ` -N MJ O'O'O O • ON J J N I -h~ a ~ . _ o ~ > ~~-Y y < [ O N m S N "j °A l `C ~ N v N O ~~y N O 3~* A O N G< fl J i i N 3 G ~ Cll m : S i ~ 4 l0 O N . S +i = ~ A S v v N• ~ vJ Vi N ~ d ID N J O ~ ~ ~ O N ry N N!~1 , N N. V D O 3 N l.• N N J ' G O p d O.`G J t[I ' O ~o m< J m mm ~ a m ' ~ .b tn z v 'y > Q m ..m C7 . ~rv~aT~,m~.. n v m s-+ - - 9 e.'mKOn o 'A~ .f°. f y o ~ a ~ p o . N ~ N O N • O N N N rf y C' fff O.` J F J ~A y . V r 0 n ~ t ~i~ o C. m .T.. m 3 m ~i1 C11 N m N S S N Go m 3 [II "Z ~y o ~ h1~ O C11 z m ~ C rt Q ~,i N N N N • N ~ III O ~1 3^ N H ~ O N ' 0 N N N d m H a `~n~ Q- N d J d ti W t7l ~ . ~ N C ryO l ~ b N d O ~ G OO ~ H ~ IG O l N ~ r . M Q ll J IO l N r~ N jf 7 . W ~ I : O N 1~ O S N~ S O. N m1+ d ^ N ID 3` • J ~ Q O 6 j Q . O O O N [f J y . N S 'O rt lD N l N ~O N J~ O O. J ~ O. ~ ' ° < Fj w ff v'c Lb d L~ d d O , c - m m ~on 'ia~m - Yao j aT "3 .mm o 3 a o- ~ C' T 9 ~ ~mQ ~..T<~w ~v ~H ~ C ~ ~ HNI~GL7 O N ~ l A O N ~ < a N N O N `C. ..S7 n.N ~ d ei N fo N 6 T ~ ~ 10 ~ y~ W N l S lU e? N p e f N y l ~ d rt ~ W N y V t SNN lNJ VJ 0 ra 6 J N 5 lC ~ w o ...c (~p'mM^mnan siT i° mmaxT~~ N d ~ d Ow o ~ a . a mK~ m v A~i3z~nn " p r ~ ~ , ~ N a 01 ii~Di°omma 'o i ~ d L C ~ m ^ o ° , av 0 C..m an~ aT , ,s ~ o 0 ^ ~o ~n m o z m c-~a lb v . aL o m l V l ~ (7 d N d W ~ o O P ~ R N N l ~ O N J ee O . a O ~ F : W ~ W O ¢ r ! N ' n .d-~ 3 0 9 ~ ~ ~ N O ~ O D N , `C ~ i.0 f d- ~ - N G • ~ ~ O 2 M N n O N N . bf " EA O(n n O N o " r tn ~ » T T n 9 O ~ N N ~ 3 10 "O ef N^ ` W N U ~ `G 3 y A . Oo -p E.Cm N V ~ C n O d O O (D y N ^ T 7 N ltl O. l O N N S~ ~ -y l 0 n ~O 0 J N O 1~ T N NO, N(O r1 dC 9~~N NJ l 0-d 01 ~ ~ A T ~ CJS . ~ 0 M ry d ~ tl~ r -I O . Gl N d O V f O -i ~ w N J`• a p 0 y : ~.C y y ~ . . y N N , N~ L pi . N J J N l'A J lC ~ S S m C v.y60 O N 0 aa~ 3 M N N N O a ^ - O O C O O^ Cl O ~ -i G J a n 0 . im H ~o m A ~ yN^dO~NS Sef~ n~ N N ~ ~ ~ " C d R o ~ ~ n C: 7 N O (D n N N N O. J O C O O c) ai ~ • a m 3 6 ~ ~ vm < v ~ n ° ,(c v ~xi m am>> <.~.a o^'< C . . . O m O 0 1 m O 'f N N rt N WO PiN m 10 f.~.3 m w N #nn 0 y •C ID My N O. d N~- d- rt H O. A ~ y; J H l ~ ~ d `C IO ~ ~ ~j K RI S Q . d~. 7 Vl n N o N S N .ID Vj m m i ~ m m ~tu m . ~ a A : 7500 West 29th Avenue Wheat Ridge, Colorado 80215 FAX 303/235-2857 April 6, 1999 Dennis Weddingfeld 3590 Parfet Street Wheat Ridge, Colorado 80033 Dear Mr. Weddingfelcl: The City of Wheat Ridge This letter is in regard to your application for building permit for Lot 3 of Marvel Minor Subdivision or 10865 West 32"a Avenue. As you know, there is an existing sanitary sewer line for Lot 4 which runs across the western portion of your property. There is no easement of record but it appears that the footprint for your house does not fall across this line. Please verify location of the line on your property and resubmit a site plan showing the line location so we continue review of your permit. If you have any questions, feel free to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner cc: building permit file Sandra Thompson Fred Marvel Code Correction List ~ April 2, 1999 Owner: Weddingfeld Builder: Owner Address: 10865 West 32nd Avenue Description: New Single Family Dwelling 1. Provide size of basement egress window wells. 2. Specify type of windows to be installed. (casement, double-hung, etc.) 3. Provide floor framing plan. 4. Provide specifications on fire place to be installed in master bedroom. 5. Provide detail as to how deck guardrail is to terminate at roof line. 6. Provide smoke detector in basement. 7. All kitchen counter accessible and garage outlets to be GFCI protected. 8. Exhaust fan required in hall bath and master bath shower area or windows to meet natural ventilation requirements. 9. A 3/4" water meter with a 1" service line is required to dwelling, show location on site plan Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morg Codes Administrator 04/07/99 INED 08:12 FA3 3039648224 Sandra R. Thompson SANDRA K. THOMPSQN A rchdtett Dann Motgan City of Wheat Ridge 7500 West29th Avenue \X/heat Ridge, CO 80215 Aprit 7, 1999 Re: Weddingfeld Residente,10865 West 32^d Avenue, Wbeat Ridge Deaz Mv Motgan: ~ In response to youc comments dated Apn12,1999 Le° *ding the ahove zefecenced pzoject 1. The basement egxess window wells shall be a standazd 36" uuit-providing 9 sf deaz with the nununum dimension of 36" (pez 97 UBC 310.4.1). 2. VG'indow tppes through the project will cary from figed, double huag and casement As required, all bedzoom windows will proaide a minimum net deaz azea of 5.7 sf-not exceediug 24" in wi h or 20" in height, norsball the finish sill be highex tUan 44" off the finished floox. Ar•. 3. The floor fra:ning s - "TJIs at 16" O.C.-typ. See section-atYached. 4. The ficeplace for the master bedzoom shall be a Majestic G36HV. See specification- atrached 5. The deck guazd rtit shaII be attached to the rim joists continuously around the peamete= of the deck. The deck itself shali be located a minimum of 12" from the adjacent roof line. See plan/elevation-attached. 6. Smoke detectoxs sball be provided pec code-See attached 7. All kitchen countec and garage oudezs aze GFCI pzotected.See atlached 8. Pxhanst f•ans to meet natutat ventilation requi=ements-type of fiahize to be detecmined. /09. A revised site p1an ss forthcom~ g as requested by Wheat Ridge Planning showing all utilities Sincecelp, Sanda K. Thompsou A=chitect 3319 AAIEIGH SiRE&T - ngNVHR, COLO%ADO • 80212 PHONE: 3 D3.668.2175-FAX_303.964.8224 Q001 ) 04/07/99 R'ED 08:12 FA% 3039648224 ul C r ~ Z 0 N m ~ ~ fl Z Sandra K. Thompson Ia ooz 04/07/99 1TED 08:13 FA-X 3039648224 Sandra K. Thompson IM003 ASf'I-fALT SI-IINCsLES 8" FASHIA BD. EIFS ,QGGENT EIFS WALL SYSTEM EfPB TRIM WDOD DEGK/RAIL 90LIDER GDtSRSE BfdIC1G_ DEGK-PLAN d EL£vATION , M. . P~• 04/07/99 R'ED 08:14 FdS 3039648224 Sandra R. Thompson 04:06l99 TUE 07:10 FA% 1303888094o GR91VD ELECTRIC The direct-vent fireplace you can instaYll almost anywhere. 7}l2 Mdjestie ('SOWIin" SQ((E& dliCGt VCIIt gd5 fireplace uses arear-vent flue system that vents horimaiblly thmetgh an outer wail, mludng installa&vn time and cost aasociated with verticatEy vented ficeptaces. And like most aiirett-vent designs, the Cmwn Series features a sealed Hrebox that m;^;TMmes energy waste by eliminating Aue heat loss and reduces indoor air pullution. But what zeaAy sets the Crown Series aparE is that it'S also a top-venDed unik for vertieai venattg on interior walls. With a hun of an e7bow, you ran have matched appeazance and identical Eeatures throughout your huaie on exteior and inhetior waIls_ No other dirnct-vent gas firep]ace ze-creabes the <ha.rm and iranquitiry of a reaIl wood fffe as well as the Crowm Seties. Ifs exclusive bumer design produces a rich, golden tlame with mare dancing movement tkian other diTect-vent maiels. Combine our flame pattern with the glowing embers at the base of our ieatistic six-giece vak log set, and you can enjoy aII the mmance uf an authemtic fire - withaut c«tting and cazrying wood or me,sing witli hot coals and dirty aslies. With the simple turn of a imob, flip of a switch ot ptuh of a button, you can have an instant flame that burns as kmg as you like_ And adding to the enjoyment of the Crown 5eries Cueplace is its heat-cimuLitlng dmgn thaf generabes and circula6es benefidal warm rooat au for increased comfort Also, only Majestic oftets a choice of surrowu9 facings. You can choose traditional or conkemporary desips in all 6lack, or black wit3't polished brays highiigheng for that custom Ioak. The Crown Series is ve[y friendty t0 the envirunment, using cle.att-buming nataml or LP gas, which hetps redute air yollu{ion.lt's ideal tor use where woodburnmg appliances are restrict¢d or prohibited. Majestic produced the fust factory-bmlt, woodbunung fineplace in 1954. And iiacorporacing thaf same factory-built techno9ogp into the Crown Series makes it quick and easy to inscall with the option of futishing the uzut in any decor. Tt~e Crown Series is the latest exaacpte of rnu had4tion of intwva8on. Campare for yourself. Featsm for baatute, you can't find a betta direct-vent fir¢pjace. G36FI.w4t,bra" traditlcnal svrzouml tri~facin& brass attent Mt, plain g4vsr.panel and Mmulated refractory fi26mc pmiel6, G3eHV wiHi black con[emporary smotmd trim Fa' cmg, plain gia55 pand mtd black&mbo:. a004 Qv01 G36tiv wieh btack aadxionai svrrowd mmkdrL& Plain &Ss penel and RdloNonsi*' mflective firebex pancis. Uidqve Patml Pending 7'ec6nutogy makea poaslble a vnivesal flue syaFm d,arvends verticanyur borizontaltp (rom tbe sloped-back unit.5moe cam6uatiaat airis chaimd¢d Nvau& the nvwwalted cmt system, the need bos a segurate aulside aa spuein is etimu,aeed. 741Stpwv PeudiUS4 04/07/99 WED 08:15 FAb 3039648224 Sandra R. ThomPSOn Z005 0$,'08:89 TUE 07:11 FAS 13036980940 GRAND ELECTtiIC IM002 Standard Featur" •i3nique Qeep. Heazth is asrailable 'sn 36- and 42 -mch firebox openings, for a more traditi.inal appearaace. •OnePiece Sealed Glasa PaneE offerrs authentic fireplace appearance wbile reducittg flue heat loss. •Iteal3stic Siac-Piece Oak Log Set is duplinted fi'oIIi mal lo$S, Catelully fnrorporating the smallest delails for an avthenHc Iog appara,aee. 0 G36HV's 27p00-Btv and G42H.lPs 34,000-Bin 'Dazedng Flame' Burner SysFems use eitliier nahual or Lp gas and arn offered with choice of ignition systems: standing pilot and piezo lightez for matchless igniHon, or a quick3tart hot surface ignit9on for energy con,ervatimL 'ihe standing pilot system generates its own bw voltage current so no outside electrical powvs is needed to aperafe thefireplaee. +Realistie Golden Flames Qeate @ie lonk aitd feel of a woodburning fire, •Surning Embers re-create the look of teal glowing coals to simulate a true woodbumung frze, •Attractive Decorative Hood for ef6aenE dawmward deflcction of heaeed room air. •Unitlzed Slnch/B-Ineh TwwWa119eat System with hvistdock design allows for fast, simple inslallation. •Bvilt In On/Off Switch is readily mccessib]e for easy operation. •Gas FIookap Access proaides easy plumbvig of gas lame. *Automatic Limit Swibch ensures sa$e ,speration, •FacMry Pre Tested for ldghestqvalitpcontro! standacds. •Design.CediHed for Safety bg the AmLqican Gas Association (AGA) and Canadian Gas Assodatian (CGA). 02!2Q-Yeaz Limited WaQantg deanonstrates Majestic's confidence in pcoduct qualaty and dependabilitys Fireplace manual and electrica! components ane covered for two years and iefrdctory logs for 20 years. Optional Accessories •Briiliance Cut-Gla«s Panet' offers a riuly inspiriag retIection of the flame that can be seen only with the unique design o£ handaaEted cut g,lass. •Bmaze Tmted Glass Fanel ofters an attractive appearanra Whether firep]aCe is "on"- or "off." •Choice of'fzaditional or Contempurary Suaouud 7'rim Facinge to oomplement a variety of zoom decor. Brass aocessory trim Idt is avaitable for tradirional surround Facing for enlwLCed appeazance. Trim faangs inclnde optional saeen mesh over panel, which may be mquimd by some 1oca1 eode jurisdictions. • ReflectioissTM Polished SFafniess SteeI Ffrebox side and rear pancls reftect a dazzling display of mlorful dancing flantes. • Simntated Refradoiq Fireboz side and mr panels w►th realistic iirebrick imprint provide an authentic, haditional loo2c •Forced-Aa Blower SyStem dislzrbukes a consiant flow of wann air tluough the heat «changer inro the rooaw Fan wiring ki# is standard equipment •Easy-Flame° Wireless Rennobe Conftnl System provides touch•of-a-button igni(ion [mm anywhem m the room. •Remobe Wall Switch offers fast burner igrition hom a convenisatpreselected wall locabon, •Iiorizoatfal 1'emiinatioa Kit is available in a roxtud or square style for tlwt custom exterior appeazanoe_ G36HV/G42HV Specifications: ~~Fc Modef Na A 8 C D E F G36HV 40;5' 38Sf W 307C 39" 25° . G42HV 4634° 44%' 42' 3fiS6' 4S 31° Cwm~sAoi+nmhantl¢lairom~A$Gt}HV w8h6rusmmepmaryvim Lid~,Dfllli,e~~myyz•ppedardpeAniip.~ m7~pjwRca6orpewN, 04/07/99 WED 08:16 FAd 3039648224 94;06;99 TpE 08:27 FA% 13076980940 y 11 t J_JL 1 I~ t~ (-L Sandra K. Thompson GRAND ELECTRIC _ ~ C D ~ ' ~L_______J I I ~ BAIN nr ~ i i In i i F--_"------ rtr------y ]1r - - - - - - - 1= u~----~~• . i.il._------ J ~ PANEL a ~ n ~i..~~ ❑ +4kf ~ yJ f~N. ~ IIEQI. EIT7 UP . 0Ow ~ F.A. SH Ce 1 SAB a1(iRAOE p oos 1@003 EI 04/07/99 IYED 08:16 FAX. 3039648224 Sandra K. Thompson 10007 94;0e;89 TUE 0e:27, FA% 1303698094U GRAND ELEC11tIC 900: m ~ ~ 0 SHaEt Al ~ ~ fr" I I PLUI"IBINCs FOR FUFUiW USE $aTk I ! I I 6EDROOM - T ~ ` TU!iI / GLO5E7 I tt II • - _ ' i!1$.c13 6M_ F'ER ENCs'R = - - ~ ` ~ CONGRETE FINISHEp FLOOR ~ \ ~~---W~13 Bh1_ PER£NCz'R _-A-_- - - - - - - - - --r-- ~Q ~i FU7URE N D P0ME TNEd'CER 04/07/99 WED 08:17 FAX 3039648224 Sandra K. Thompson y~~'uua 64J08;99 173E 08:27 F4% 17038880940 GRAND ELECTRIC , SHEET ~'2 F- u v u n F' h --4~Y-- a ri _ n ~ ~r e6cxowarE CODKMP DOw►►-oaAFr q i`~osEr OVER „ t + ~J --------------,r--- r-------------------------------------y4 n~ i ~ . ~ e ~ ~ i 1 i~ I~ f~ ~ OFAf RON ~ 04/07/99 {4ED 08:17 FA% 3039648224 03/08/99 iTUE,06_27 FA% 1703888094 ~ GF! Sandra K. Thomnson GRAND ELECTAIC 5/6LcifY' 0-2 to V ,vAt ~ - , , - ~______J t i ~ t ~ t410o Gf I 1 ~ 1 . I GARAW- &Fl GFI . ~ A1( GRRAE E ourter5 ~ 7a Q E G PZ ~ t A ~ t , r ~ A G~ Np - - -GEL~. i ` ~ 04/07/99 U~: 08; 98 r ~ ~ ~ ~ ~ ~ )N ~ canaGE ~ , ~ ~ , , ~ A . 1 oio 000 Sftodr'l' Cp 3 FYED 08:17 F.LY 3039648224 Sandra K. ThomASOn 04/07/99 WED 08:18 FAd 3039648224 ,04:-06:99 1I1E 06;;8 FA% 1303898094 1 1'- ---•(1 BAtH Sandra K. Thompson GRANi) ELECTRIC S~1°' & Zl f ~ I 1 1 1 1 i 1 I ~ i L I i ~ ~ I I ~ . ~ i n - u O.aSkT I I II II ff ARAUSi ~ II CLOSET - 8 I~ !I CLOSEr ~r----- i i i ~ ~ ~ , . f i !HV 1 ' . -._..~J.~ sm TW ~ f... 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SUBSLTRFACE IlNVW.STIGATI01' AND , ENGIIVEERLVG rlivtll,ySES PrEPORT THIiEE PROPOSED RESIDENCES, ~ I08459 108559 10865 WF;ST 32ND AtTA'UE I,OT NOS. 1, 2", 3 DIARt'EI, iMlliVOR SUBD"ISIOil' RZIEAT RIDGE, JEFFERSON COITiV'1'f, COLOP~ID(y PREPARED FOR: P ICH WIlkTEGAR - 5515 SOUTH lfUt'ANA COi7RT FNGI,EWOOD, COLORAAp 80111 ATTEYTION: MP. RICH R'L'EGAR PI'O.JE(`,'1` *p. F-2086-9e <ILTNF, 12, 1997 Geotechnica( t-ind N'iateriais Consultants 14854 East Hinsdole Rvenue, Unit fl• Engiewood, Colorodo 80112 0 Phone/fRX (303) 680•6461 Foundcation . Engineering Company, Inc. June 12, 1997 Rich Winegar 5515 South Havana Court Enulewood, Colorado 80111 Attention: Mr. Rich Winegar Subject: 5ubsurface Investigation and Engineering Analysis Report Three Proposed Residences 10345, 10355, 10865 West 32nd Avenue Lot No's. 1, 2, 3 Marvel Minor subdivision City of Wheat Ridge Jefferson county, Colorado Project No. F-2086-97 Gentlemen: Foundation Enuineering Company, Inc., is pleased to present this report of Subsurface Studies and Engineering .Analysis for tlie subject project. Brietly the tindin`,s of this study indicate that the proposed residential stnictures should be tdunied on straight shatt piers (caissons) which penetrate at least 8(eight) feet into [he WEATHERED BEDROCK and have minimum lengths varying from 26 (twenty sis) to J6 (thirtv sis) feet. The top ofBedrock iNas encountered at depths of2; (twenty three) feet in Boring I; 13 (thirty three) feet in Boring 2 and 26 (twenty six) feet in Boring 3. Flour slab design and support provisions are contained within the text ofthe attached report Additional detailed design and constniction recommendations are included in the attached report. Geotechnical and Materials Consultants 14854 East Hinsdole Rvenue, Unit fi 9 Engiewood, Colorodo 80112 • PhonelfflX (303) 680-6461 rABi,i, Or .onrrrnrrS GE CO\CLL"SIO\S g S('c )PL OP SI'L'I)Y 4 FIELD I\N'ESTIG.ITION , SI'CE ('O\'I)ITI01S 6 SL73SL`RI? 1C'E CO.XDITIO\S 7 L.~B(.)RATORY T'ESTI\G g PROPOSED CONSTKL"CTIOX g RF;SIDEXCE FOL'~T).ATIO.\S lp I,.kTERu EA12TH PR$SSLI2ES 14 PLOOR SLAB CONSTRI'C'TIO\ 115 Si'RI:A,CE.A-\T) SiBSL"RF:NCB DRUN.1GE 19 SiRL"("TIR-IL FILL Zz DI;SI('.\ :L\I) CO\STRL`CI'IOX 2:3 ('I;.NIF,\ C "IyYF, 24 JII5CI;LL.-1\EC)L"S 25 I)I2M\'INGS SI"I'I; PI.:\N i I3ORI\G I,O('.1"I'IO\ PI.:1\ 2 I,OG OF BORI\GS 1 TfII20L"C'~H 3 LE \.ILiN I) A .~T/ N (/ll,2') SWI;LL - CONSOIdD:\TIO\'TEST 'I'I;ST DATA SL'.\L~LaRY SHF;ET S 4 .-L\'D 4.a ,5'I'FII20I"GII 7 8 A.\'L) 9 ~ 1.0 'ON U. [ON ~ ~ The subsurface conditions encountered at the site are fairly erratic. Beneath a thin surface mantle of TOPSOIL our test borin.-s encountered clayey NAT[.IRAI. ~ SOILS and FILL MATERIALS underlain by WEATHERED CLAYSTONE BEDROCK. WEATHERED CLAYSTONE BEDROCK was encountered at ~ depths of 23 (twenty three) feet in Boring I; 33 (thirty three) feet in Boring 2; and 26 (twenty six) feet in Boring 3. ~ ~ Initial -roundwater was encountered at depths varying from 19 (nineteen) to 26 (twenty six) feet below the existing ground surface during drilling operations. N Piezometric groundwater levels were rechecked on June 10, 1997, which corresponds to 1(one) day after drillin.g. At that time, the groundwater had ~ stabilized at a depth of 6.8 feet in Borina 1 and 3. During drilling operations, a ~ previously undetected agricultural drainage line was penetrated at a depth of approximately 6(six) feet in boring 2. Steady flow from this severed line resulted ~ in surface water in Boring 2; giving a false groundwater level. ~ ~ It is our opinion that the proposed residential structures should be supported on straight shaft piers (caissons), which penetrate a minimum of 8(eight) feet into the ~ underlying WEATHERED CLAYSTONE BEDROCK and extend a minimum of 26 (twenty six) to 36 (thirty six) feet below the bottom ofgrade beam elevation. ~ Additional detailed pier design parameters are contained in Section 8.0 of this report. ~ ~ Page - 3 Floor slab desiun and construction recommendations, and the associated risk of 2.0 movement that must be accepted by the Builder and Owner are discussed in Section 10.0. Additional detailed design and construction recommendations are contained in various sections of this report. SCOPE OF 5T iDY This report presents the results of foundation studies at the site of three proposed residenceS to be located on Lots 1, 2, and 3 of the Marvel Minor Subdivision in Wheat Rid.-e, Jefferson County, Colorado (see Drawing 1). The scope of this study was to: A) Briefly describe the subsurface conditions encountered. B) Test the soil samples recovered. C) Analyze and evaluate the data obtained. D) Recommend the most suitable types and depths of foundations fix the three proposed residences. E) Evaluate ~roundwater conditions, soils construction sequences and prucedures. The tield work consisted of drillin`~ a series of exploratory test borings, in order to obtain disturbed and relatively undisturbed samples for laboratory testing. The samples recovered were visually inspected, and various laboratory tests were pertiirmed on them to evaluate their physical and mechanical properties. The soil parameters that we detined, in conjunction with results of observations made on Pag e - 4 ~ the site, and our past experience with similar soils, under similar loadinu conditions ~ were analyzed in order to reach the "Conclusions" presented in this report. ~ 3.0 FIELD INVESTI ATION ~ The field investigation consisted of drilling ;(three) exploratory test borings on the site, at the locations shown on Drawing 2. Our test borings were drilled using ~ a truck-mounted auger-type drill rig. ~ The drill rig was equipped with a 4-inch diameter, continuous fli,ght auger. The ~ au.-ers are used in cleaning the hole to the depth at which a soil sample and/or a Penetration Test is desired. The au,gers are then removed, and a 2-inch I.D. ~ California Spoon Sampler is subsequently driven with blows of a standard hammer weighing 140 pounds and falling a distance of 30 inches. ~ ~ The sample is first seated one inch into the bottom of the hole, and then driven an additional twelve inches. The mimber of blows required to drive the sampler the ~ last f'oot, or a fraction thereof constitutes the Penetration Test. This Penetration Test (PT) is similar to the Standard Penetration Test (SPT) described in ASTM ~ Designation D-1586-67 (Reapproved 1974). The Penetration Test, when properly evaluated, is an index to the soil strength and density ofthe material tested The ~ Penetration Test results are shown on the Log of Exploratory Borings (see ~ Drawing .i). ~ The boring locations were physically paced-off in the tield, by Foundation Engineering Company, Inc., personnel. Borim, elevations are referenced to an ~ arbitrary datum elevation of 100', taken as the top-east-watermain on West +2nd ~ ~ Page - 5 I Avenue. Boring locations and elevations are adequate for the purpose of this ~ report, but should be considered as approximate for another use. ~ 4.0 SITE COND[TIONS ~ The project site is bounded on the south by West 32nd Avenue, on the north by an existing residence on Lot 4 of the Marve( Minor SuUdivision and to the east and ~ west by existing residential structures. ~ The general site topography is gently sloping form north to south and south to ~ north toward Lot No. 2. We understand an original pond occurred on the site and was previously drained and filled. The lateral and vertical limits of the pond and ~ subsequent fill thickness are unknown; although marshy vegetation occurs along the east perimeter of Lot No. 3. ~ ~ We additionally understand that a.-ricultural drain lines trend through the site. During drilling operations on Lot No. 2, a previously unknown drain line was ~ penetrated (at a depth of approximately 6), resulting in steady flow to the surface. The quantity, source and location of water feeding the tine is unknown. However, ~ afhdrain lines and/or unnatural sources of water migrating into the project area ~ must be eliminated; as excessive moisture could prove detrimental to future and/or eristing and adjacent construction. ~ The project site supports a moderate cover of perennial grass, shrubs and severa( ~ mature trees. Other new residences, in the inunediate area to the northeast, appear to be founded on caisson foundation systems. ~ ~ ~ Paue -b ~ 5.0 SUBSURFA E ONDITION ~ The subsurface conditions encountered at the site are fairly erratic. The detailed ~ subsurface conditions encountered by our test borings are described in the Log of ~ Borin.gs (see Drawing 3). The Legend and Notes necessary to interpret these logs are shown on Drawing 4 and 4A. ~ Beneath a thin surface mantle of TOPSOIL, our test borings encountered ~ NATURAL SOILS and FILL MATERIALS underlain by WEATHERED ~ BEDROCK. Each of these materials and groundwater conditions are described in the following subsections. ~ 5.1 TOPSOiL: This material was encountered at the ground surFace in all borings. ~ TOPSOIL is not suitable for support of structural loads or pavement structures. ~ TOPSOIL should be removed form all building; driveway and parking areas. TOPSOIL can be used in backlot or waste areas, where it can be mixed with other ~ NATLJRAL SOILS, if desired. the average thickness of the TOPSOIL was approximately 0.5 feet. ~ 5.2 NAT[TR4L SOIL (IN LJDIN FILL NiAT RIA Which consisted of ~ CLAY. The CLAY was encountered beneath the TOPSOIL in all of our borings. ~ The CLAY, contained a trace of root, was sandy to very sandy, moist to very moist, medium stiffto very stiff; brown and olive-brown mottled in color. The ~ thickness of this strata varied from 23 (twenty three) to +3 (thirty three) feet. According to the Unified Soils Classification system (USCS), this CLAY classified ~ as (CL) material. ~ ~ Page - 7 5.3 WEATHERED BEDRO K• Which consisted of WEATHERED CLAYSTONE BEDROCK was encountered underlying the NATURAL SOILS. The average depth of the top of the WEATHERED BEDROCK, was approximately 23 (twenty three) feet in Boring 1, 33 (thirty three) feet in Boring 2 and 26 (twenty six) feet in Boring 3. Weathered Bedrock is defined, colloquially in the Denver Metropolitan Area, as material having the relic structure of the parent Bedrock, but having Standard penetration Test (SPT) results in the range of 15 (fifreen) blows per 6(six) inches to 50 (fifry) blows per 0(zero) inches. The WEATHERED CLAYSTONE BEDROCK, which was encountered underlying the NATURAI_ SOILS in all of our borings, was moist, medium hard to very hard and blocky, and dark gray to olive-brown mottled in color. 5.3 GROUNDWATER: Was encountered at depths varying from 19 (nineteen) to 26 (twenty six) feet below the existin-, ground surface during drilling operations. Piezometric groundwater levels were rechecked on June 10, 1997, which corresponds to 1(one) day after drilling. At that time, the groundwater had stabilized at a depth of 6.8 feet in Boring 1 and 3. Durin- drilling operations, a previously undetected agricultural draina.ge line was penetrated at a depth of approximately 6(six) feet in boring 2. Steady flow from this severed line resulted in surface water in Boring 2; giving a false groundwater level. 6.0 LABOR.ATORY T TIN ~ All soil samples recovered were physically inspected and classified in the 0 laboratory by the Project Soils Engineer. The testing program consisted of Page - 8 performing the following tests: Swell Consolidation, Natural Dry Density, Natural Nloisture Content, Percent Fines, Atterberj Limits, and Unconfined Compressive Strength. Swell Consolidation Tests (see Drawinggs 5 through 7) were performed in order to determine the swell or consolidation potential of the various subsurface materials. Natural Dry Density, Natural Moisture Contents and Percent Fines Tests (see Drawings 8 and 9), were performed to determine the density and moisture content of the soil encountered, to evaluate some of its compaction characteristics, and to correlate its swell potential with other tests. Atterberg Limit Tests (see Drawing 8 and 9), were performed to determine the water content which defines the various stages of soil consistency. These are the Liquid Limit (LL), where the soil behaves as a viscous liquid, the Plastic Limit (PL), where the soil be.-ins to break apart and crumble and is no longer plastic. The difPerence between the LL and PL, defined as the Plasticity Index (PI), represents the range in water contents through which the soil is in the plastic state. These properties are also usefiil in classifying the soils according to the various Soil Classification Systems. Unconfined Compressive Strengths tests (see Drawing 8 and 9) were performed to determine the shear strength of the NATCJRAL SOILS and/or WEATHERED BEDROCK, which is useful in determinin-, the bearing capacity of the material tested. 7.0 PROPOSED ('ONSTR[ICTION Page - 9 We understand the proposed construction will consist of three single family, detached dwellings to be located in the approximate center of each of Lot Nos. 1, 2 and 3 The proposed residences will be 2-story of conventionaf wood-frame, masonry and brick veneer or siding construction. Lower floor slab-on-grade construction for the garden level basement is assumed to be at a depth of approximately 5(five) feet be]ow the surrounding exterior g-rade as indicated on the Boring Logs (Drawing 3). Structural loads are considered to be light to moderate. 8.0 RESIDENCE FOIINDATION 8.1 nrl The Swell Consolidation Tests (see Drawings 5 through T) which we performed on representative samples, at insitu moisture contentc offrom 122 to 19.7 percent, indicate that the NATLJRAL SOILS and/or FILL MATERIALS strata at foundation bearing depth, possess a swe(t potentiaf varying from +0.7% (swell) tu +5.7% (swell) under saturated surcharge pressures of 200 psf. The swell pressures detennined from these tests varied from 800 (eight hundred ) to 5,000 (tive thousand) psf. The swelling pressure is defined as that pressure that must be exerted on the sample in order that no volume change occurs. Putential "swell damage risk" has been defined as follows: Page - 10 tiil-ell Swellung Swell Potential ('9) Pr sv rF W-n DamWc R; 1, 0 0 Xo Q 1 0 Lo«• 1 - ? LINNI . i,(NN) 'tteclivm :3 - 20 a,(KK) IIigli Ovei• - 20 Ch-er - lO,INN) N"en•Higli 8.2 Based on the table shown above, the "swelling damage risk" associated with the subgrade materials tested close to garage and garden level basement bearing depth can be classified as "medium" to " high". The future vatiable increase and/or decrease in swel( potential will be inversely proportiona] to the decrease and/or increase in moisture content of the bearing soils. Buildings founded on shallow or inadequately reinforced foundations, placed on swelling materials encountered at the site, could experience structural deformations when these materials are subjected to an increase in their insitu moisture content. STRAI('HT SHAFT PIFR (C4I_ SSONS) FOiJNDATION Y TEM Based on the field and laboratory test results it is our opinion that the three proposed residences should be supported on straight shafr piers (caissons) drilled into a relative stable moisture content strata (WEATHERED BEDROCK) and designed as follows: Lot No 1(10845 We t 3211d Aven Lel A) Maximum End-Bearing on WEATHERED BEDROCK: 22,000 (psfl B) Maximum Side Shear*: 2,000 (Pso C) Minimum Dead-Load Pressure: 15,000 (pso D) Minimum Length Below Bottom of Grade Beams: 26 (ft.) E) hlinimum Penetration into Page - I I WEATFIERED BEDROCK: g (g_) F) Minimum Pier Diameter 10 (in.) Lot Yo 2((0855 Wect32nd Aven ue) A) Maximum End-Bearing on WEATHERED BEDROCK: 20,000 (Psf) B) Maximum Side Shear*: 2,000 (Psf) C) Minimum Dead-Load Pressure: 15,000 (Psf) D) Minimum Length Below Bottom of Grade Beams: 36 (ft. ) E) Minimum Penetration into WEATHERED BEDROCK: g F) Minimum Pier Diameter 10 (in.) Lot No.3 (10865 We t 32nd Aveny4 A) Maximum End-Bearing on WEATHERED BEDROCK: 20,000 (Psf) B) Maximum Side Shear*: 2,000 (Psf) C) Minimum Dead-Load Pressure: 15,000 (Psf) D) Minimum Length Below Bottom of Grade Beams: 29 E) Minimum Penetration into WEATHERED BEDROCK: g F) Minimum Pier Diameter . 10 (in.) *The side shear value applies to the portion of the pier shaft in the 8' socket in WEATHERED BEDROCK only, and a minimum of 5 feet below the bottom of grade beam level. If the minimum dead load pressure requirement cannot be achieved, the pier length should be extended beyond the minimum penetration to make up the dead load deticit. This can be accomplished by assuming one-half the maximum side shear given above acts in the direction to resist uplift. Page - 12 0 The bottom eight feet of the pier should be artificially roughened prior to concrete ~ placement, to assure a ggood bond between the concrete and the WEATHERED BEDROCK. The artificial roughening should consist typically of 6(six) or more ~ shear rings, spaced approximately one foot center to center in the lower portion of each pier. Each shear ring should be approximately 3(three) inches deep and 3 ) (three) inches hi.-h. The shear ringc are mandatory in blocky and ctiff fiscnred BEDROCK that tends not to compress against the sides of the pier shafr. The shear rings will create resistance to any uplifr pressures that may develop due to moistening of the upper swelling soils. Lising the drilled pier type of foundation, each building column is supported on a single-drilled pier and building walls are supported on grade beams spanning between drilled piers. The load wili be carried by the pier partially through end bearing pressure, and partially through friction between the side of the pier and soil. In addition, we recommend that a 6-inch air-space (void) be provided beneath all Urade beams to allow for possible soil heave. The piers should be reinforced for tlieir fiill length to resist possible uplift (tension) forces which may develop. Pier reinforcement should be desi-ned in accordance with building Code Requirements for Reinforced Concrete (ACI Standard > 18-93). In ;eneral, normal pier reinforcement should include a minimum of three 5/8 inch rods (95 bars), or one #5 rod for each 18-inches of pier perimeter. Grade 40 steel, or better should be specified for these reinforcement bars. An alternate, 94 bars can be substituted with prior approval of the Structural Engineer, if grade 60 steel Paue - 13 ~ is used. Piers that cannot meet the minimum dead-load requirement should have ~ the tension steel increased 50% to minimize tension damage. 0 9.0 LATERAL EARTH PRF_SSLIRFS ~ Foundation walls are normally designed to be fairly rigid (unyielding), and should therefore be desi-ned for "at rest° lateral soil pressures. ~ Vb'EATHERED CLAYSTONE BEDROCK should not be used as wall backfill. ~ Foundation wall backfill will g-enerally consist of the CLAY on-site surface soils. ~ These materials should be placed in 8-inch maximum loose lifrs, at a moisture content within 3% of the Optimum Moisture Content, and compacted at 90% to ~ 93% of the Maximum Dry Density as determined by the Standard Proctor Test (ASTM-D-698). ~ ~ Rigid foundation walls backfilled in this manner should be designed for an "at rest" (ko) lateral earth pressure of 65 (sixty five) pcf. Equivalent Fluid Pressure (EFP), ~ plus surcharge pressures and hydrostatic pressures, where applicable. ~ It should be understood that where "high" expansive and moist CLAY are removed from the basement excavation, stockpiled in large chunks and allowed to ~ desiccate; the swell potential of these materials will become "very high" and ~ erratic. Unless basement wall backfill is properly moisture conditioned and compacted during replacement, voids in the backfill and erratic swell pressures will ~ inevitably occur. Surface water migrating through the voids, will consolidate the backfill and induce "high" swell pressure against basement walls. Therefore, it is ~ mandatory that walt backfill be replaced in its original state of moisture and ~ relative density. Page - 14 ~ 10.0 FLOOR SLAB CONSTR 1C'TION The subsurFace materials encountered by our test borin.-s have sufficient strength to support slabs-om,-rade. However, as discussed before, the soils have a"high" swell potential of expansion upon wettingg. Therefore, the Owner and Builder should realize that if slab-on-arades are constructed, he is accepting a high risk of floor slab heave if the soils become wet. This is of particular importance where slabs are constructed in a potential high groundwater area. The actual slab heave or consolidation that will occur is very difficult, if not impossible, to predict accurately because these slab moments depend on evapotranspiration cycles, surface and subsurface drainage, swell index and/or pressures and soil suction values. The actual time of year during which the slab- on-grade is constructed has been found to have a larae influence on future floor slab movements. Swelling soil (Montmorillonite Ciays) are fairly common in the Denver Metropolitan tkrea. Builders have come to accept the consequences of the swel] potential contained in these clays as fairly normal, and are unfortunately no longer alarmed by estimates of future potential slab heaves. Slab heaves or settlements are normally defined in terms of "total" and "differential" movement. "Total" movement refers to the maximum amount of heave or settiement that a slab can experience. "Differential" movements are unequal "total" movements over short horizontal distances, and are arbitrarily determined to be one-half of [he "tota] movement. Page - 15 Our analysis indicates that placing floor slabs on the undisturbed materials at insitu moisture contents could result in "total heave" on the order of 3.4 inches, and "ditferential" movement on the order of 1.7 inches. However, if these materials were allowed to dry-back prior to pouring of the concrete floor slab, "total heave" could be an the order of 5.00 inches, and"differential" movemenf on the order of 2.5 inches. A structural floor slab or floor joist system is the only safe and recommended way of constructing lower basement floors on this site. In this method, the floor is supported on grade beams the same as the main stricture. The floor is designed with a crawl space under the floor and is not affected by soil movements. A minimum void space of 20 (twenty) inches should be constructed below the bottom of any part of the structural floor and the area should be mechanically ventilated. An alternate which is usually satisfactory, is to fill the site, beneath the proposed <_=arage floor slabs with non-expansive and impervious FILL MATERIALS. This alternate requires that only non-expansive and impervious FILL MATERIALS occur to depths of 3 to 4 feet, below the proposed garage floor slab elevation. If tliis procedure is followed then garage floor slab movements can be mitigated but not totally eliminated. Slab-on-grade heaves for the proposed structures have been estimated as follows: Estimated Heave(inches) "Total" "Differential" Movement Movement Page - 16 ~ A) Floor slab built over existing CLAY: 3.4 1.7 ~ B) Floor slab build on 3 feet of non-swell ~ potential replacement materials: 1.4 0.7 ~ C) Floor slab built on a 4 feet of non-swell potential replacement materiaL• OJ 0.4 ~ The Builder and/or Owner must assess the risk and range of floor slab-on-grade ~ "differential" movement that he is willing to accept and place FILL MATERIAL ~ thickness accordinuly. The placement of the FILL MATERIAL should not extend beyond buildin- lines. As the non-expansive FILL MATERIAL will be move penneable than the insitu CLAY, surface water con be transmitted beneath the slab. Only non-expansive and impervious FILL MATERIAL meetin-, the ~ following general soii index parameters should be used: A) Liquid Limit: 0.0% to 15% B) Plasticity Index 0 to 10 C) Minimum % passing the 4200 sieve (binder): ZO% to 35% D) Swell Index under 50 psf surcharge: Zero This FILL MATERIAL should be compacted to at least 95% of its Maximum Dry Density, and within 2% of its Optimum Moisture Content (OMC), as detennined by the Standard Proctor Test (ASTM D-693). The Builder and/or Owner should realize that although several feet of non-expansive FILL MATERIALS have been placed, there still erists potentially expansive materials below this zone. When materials deeper than the FILL depth experience an increase in their moisture Page - 17 content, they may erpand and cause the upper soils and slabs-on-g-rade to heave. If the Builder and/or Owner are aware of the consequences and still elect to place floor slabs directly on the existing subgrade materials or simifar locally expansive materials, we can only recommend that the following series of precautionary measures be undertaken to help reduce the swell potential and minimize the structural damage should wetting of the subsurface materials occur: A) Desi.-n and construct the floor slab to move independently of all bearing members (floating slab construction). Provide joints around columns and every 5 to 10 feet, center to center in the floor slab area. The Builder and/or Owner should realize that crackin-, of the slab-on-grade will occur. We recommend that 5(five) inch thick unreinforced slab-on-grades be used, that provide approximately 56% grater flexural strength than 4(four) inch mesh-reinforced slabs. If it becomes necessary, unreinforced slabs are easier to cut and replace after heave damage. B) A minimum 3-inch "void" should be provided below non-bearing building partitions. Doorjambs, drywall, etc., should not rest directly on the slab-on- grade, as heavino of the subsoils could cause dama-e to these components as well as other portions of the structure. As an altemate, non-bearing buildin(T partitions may rest on floor slabs, if a slip joint is provided at the top of the partitions. The slip joint must be designed and constructed in such a manner so that anticipated slab movements will not be transmitted through the partitions to the upper structural members of the residence. C) Fumace units resting on floor slab-on-grade, should be provided with duct 0 collars capable of accommodating 4(four) inches of heave. Page - 18 D) Hot water heaters resting on floor slab-on-grade, should be provided with flexible water and gas connections. E) Keep the excavated surface moist prior to floor slab concrete placement. Soils exposed beneath floor slab areas should not be allowed to dry out and should be maintained at, or above their natural Optimum Moisture Content (OMC) by sprinkling if necessary. 11.0 F) A moisture barrier such as Visqueen overlain by 3 inches of clean concrete sand should be used if floor slabs are placed on the existing materials. This system, placed beneath the slab wi(1 distribute floor loads and allow the concrete to drain above and below to nejate curlin.g. If non-swell potentiaf granular soils are placed below the slab, a 4-inch crushed gravel layer is recommended to deter capillary rise and accommodate shrinkage stress as the concrete cures. St?RFACE AND S BSLJRFA E DRAIVA Based on the assumed lower floor slab elevation, and groundwater conditions during the subsurFace investigation, dewatering of the site during basement escavation may not be required, However, as discussed in Section 5.4, the GROIJNDWATER is shallow and it is anticipated that a higher "perched" groundwater level could occur sometime in the fiiture. The Builder should consider elevating the building pads at least 3(three) to 4(four) feet above the existint., Srade with imported F[LL MA7'ERIAL and/or eliminating the basement (below existing grade). Page - 19 l l.l SURFACE DRAiNAGE We recommend that the following A) The ground surface around the erterior of the residences should be . provided with a positive drainage gradient away from the structure. A drop of at least 12 (twelve) inches in the first 10 (ten) feet is recommended. M_ If the backfill material settles, then additional backfill should be placed in order to maintain this slope and deter localized surface water impoundment. B) The foundation soils should be kept moist at all times prior to slab construction, weather permittin-, by occasional sprinkling. C) Landscape watering should be eliminated in close proximity to the building perimeters. Planting which requires watering should also be eliminated within 10 (ten) feet ofthe structure. Only closed-bottom planters are considered acceptable. D) The use of concrete sidewalks and/or aprons around the structures and abutting the buiiding is encouraged to eliminate excessive moisture infiltration into the bearing.soils. Page - 20 E) Roof downspouts should discharge on splashblocks extending well beyond the buildin~ lines. Good drainage should be maintained at afl times at the points of discharge of the downspouts. F). All utility line backfill should be compacted to at least 95% of the Maximum Dry Density, as determined by the Standard Proctor Test, within 2(two) points of the Optimum Moisture Content. Utility lines in this area should be backfilled with materials (similar to the insitu clayey soils). G) All pressurized water lines below the floor slab should be tested prior to, and immediately after backfill operations. Any water leaks should be corrected immediately. 11.2 Si;RFACE DRAINAGE Permanent dewatering measures should include a subsurface peripheral drain (french drain) tied to a sump-pump or suitable outlet not subject to freezing. The subsurface drainage system should be placed at least 8-inches below the concrete floor slab-on-grade elevation, or in the bottom of the excavation in the overexcavation and non-expansive impervious FILL MATERIAL replacement alternate, or 8-inches below the bottom of the crawl space subgrade (stntctural floor) alternate. The drain system. should be "exterior" for slab-on-grade construction and "interior" otherwise. The subsurface drain should typically consist of a perforated 4-inch diameter, drain ~ pipe wrapped in ageofabric such as Typar, Mirafi or Filter Sleeve to prevent the Page - 21 fine grained clayey soils from clugging the system in the future. The pipe should be surrounded top and sides by at least one pipe diameter of free draining gravel. if a slab-on-grade is constructed in the basement, we recommend that an interior dendritic drainage system or drainage laterals on approximately 8(eight) foot centers be incorporated into the peripheral drainage system. The purpose of the dendritic drain and/or lateral is fo shorten the drain flow path and intercept groundwater beneath the center of the slab so that it is transmitted to the peripheral drain. Exterior basement walls should be properly waterproofed to avoid possible absorption and dampness in the future. 12.0 STRII('T RAL FIL The following general compaction specifications should be observed on this site. A) "NON-EXPAN IVE MATFRIA (IMPORTED i1B LAB FIL S): AREA CONIPACTiON NIOIST[JRE CONT NT* a) Below floor slabs 95%, or better Not drier than 2% the Optimum Nloisture (OMC) b) Foundation backfill Not Recommended Not Recommended c) Landscape areas 901% or better Not drier than 2% below the (ONIC) * Standard Proctor Test (ASTM D-698) Pa,ue - 22 ~ ~ ; ! B) "HIGH" EXPAN IV MATERIA (ON SITE r,av ~ M,aTERIALS): ~ A1E1 COMPACTION MOISTURE CONTFNT* a) Selow floor slabs Not Recommended Not Recommended w' b) Foundation backfill 90% to 93% 3"/o below to 3% above ~ the (OMC) c) Landscape areas 85% or better 2% below to 3"/0 ~ above the (OMC) * Standard Proctor Test (ASTNI D-698) We recommend that very close compaction and moisture control be kept of earthwork construction and fill operations on this site in order to minimize future potential consolidation and/or swell damage. ~ 13.0 DESICN AND ONSTR i('TION DETAIL ~ The fo]lowing design and construction details are also recommended: ~ CAISSONS ~ ~ A) The upper portions of the piers should be kept smooth to reduce the adhesion between the swelling materials and the piers. Care should be ~ taken to avoid enlarging (mushrooming) of the piers at the top. If this occurs, it may be necessary to use Sonotubes to constnict straight shaft ~ caissons. Page - 23 I - B) Caisson holes should be cleaned of all loose material and poured immediately after drilling. If more than 2 inches of water is present in the bottom of the hole, the caisson should be dewatered prior to concrete being placed. C) The bottom 8(eight) feet of the caisson should be artificially grooved with shear rings prior to concrete placement, to assure a ~good adhesion bond between the concrete and the WEATHERED BEDROCK bearing strata. D) We recommend a full-time inspection of caisson drilling operations by our Soils En.-ineer or his representative who is familiar with the subsurface conditions. He will observe that adequate and exact caisson penetration in the WEATHERED BEDROCK has been accomplished and that the caisson hole has been shear ringed, properly cleaned and dewatered prior to concrete placement. ~ E) The Caisson Contractor should be advised well in advance of pier construction that casing wil( be required, the swivel tooth method of shear ~ ring installation (probably beneath the casing in most piers) is manatorv ~ and the "tremie" pump-truck method of concrete placement is recommended. He should additionally be advised that a high-torque, long ~ stroke capacity drill rig will be required to penetrate to WEATHERED BEDROCK depth and have the capability of swinging casing.. ~ 14.0 CEMENT TYPE ~ No Soluble Sulfate Tests were performed for this analysis. However, our past experience in this area indicates that Soluble Sulfate concentration are possible and ~ Page - 24 ~ therefore, as a precautionary measure, we recommend that sulfate resistant cements (Type II, Type II Modified or Type V) be used in all cement exposed to the EXISTING SOILS or IIvIPORTED FILL MATERIALS on the site. Sulfate solutions react with tri-calcium alumina hydrate, which is a normal constituent of cements, forming calcium sulfoaluminate hydrate with an accompanying substantial expansion which caused cracking and disruption of the concrete mass when exposed to these sulfates. Sulfate reactions are triggered and accelerated by the presence of percolatin.- surface waters. It is commonly accepted that sulfate expansion problems should be anticipated whenever the environment in contact with the concrete mass contains sulfate solutions in concentrations in excess of 0.10 percent. When sulfate concentrations in excess of 0.20 percent, the use of Type II, Type Modified or Type Vi cement is mandatory. With the exception of Type V, it is our understanding that at the present time, there are no price premium charged for the use of these sulfate resistant cements. 15.0 'NIISCELLANEO The analysis and recommendations submitted in this report are based upon the data obtained from the 1 (three) soil borings performed at the locations indicated on Drawing 2. [n any foundation investigation, it is necessary to assume that foundation ~ conditions do not change .-reatly from those indicated by our exploratory borings. 0 This report does nut reflect any variations which may occur. Page - 25 The nature and extent of variations in the subsurface soil profile may not become evident until the course of future construction. For this reason, we consider it mandatory that our Soil Engineer, or a representative of our firm, who is familiar with the subsurface conditions, observe the caisson foundation and all earthwork cotistruction operations and perform appropriate soii tests. If variations are encountered, then it may be necessary for a re-evaluation of the recommendations contained in this reports. If unforeseen subsurface conditions are encountered, we should be notified immediately. In the present report, we have presented judgment based partly on our understanding of the existing new construction and partly on the data we have obtained. This report meets or exceeds professional standards expected for reports of this type, in this area. Our company is not responsible for the caiclusions, opinions or recommendations made by others based on the data we have presented. Page - 26 N I ~ 5 \ i ~i i ~ T ~n ~ ~ ~ V mn .52NU AVENU'c - - CEMTERLWE OF WEST 32ND nvfNUf I6~.W ~ . _J ~ 10' UiIL11Y FASEMENi i i ~ I I i I I I ~ [nr I I ~ I i I neEA I 56,655 46 S.F. I ~ i ~ - I ~ I I I i i I._ Ir I L , u I j~ E i- i I I i I ~ r ~ Jy33 ~ I 1(J wK.IGG ~ " 4 IIN I 03 I€S RADI 5=-4* _ ___N 99' 19 5" E i ~ wI~ E UTILItt EASEMEN~ _ I I I' ~ ~ I LOT 3 I I I LL I pRcA I : I Lf7 19.100.02~L'.~> I O I ^ I . li~l I IN~. ~ d I ~ IR I . ~u•l- I 164.00' rG' WIDE UIILIiY EpSEMEN71 -7 - ~ I I I I I ' ! , I ~ 7 I I ILO LOr 2 Lf) AREA II I I I OD 16.9t79E0F 0 ~3 1 I i I N 6 n I I I Ee l I I I I I ?tt ~IG' WIDE UilLiry_[ASEMENi1__I~ ~ I eN ' iG400 ~c ~ _ f I ° 1 IW ~ I ~ I I rc po ~ ~ a Lo. I GD ~ a nRFn I O W ~I5.409.94 S.FO I ~ p I n~ ~I I I I I I „ o~~ I I ~ " I I ` XZE I 1 I. ~ ~ 6~i. ~ I ~ m~ wiur on~in usi c~rt i7u . r7 a 0 H a' U O a C.7 z H cG O N y e O W ~ 6 i b N J-~ ro U G H 6 z > ~ O 2 i ~ o~ a N G N ¢ o v m q H N O Cl r-1 u COj N 3 d bo ~ v W p'. O .--1 JJ ~ W O .-i ~ d W 0 C 0)` O C ^ •a~c ~ c c E ~WV ~ 6 iN i O ~ < € ~ ~ ~ ~ W O N W O 2 i+ U N •O N M BORINGS EIEV. (FT.) ~ r-- 100 2 - 95 - 90 - 85 - 80 - 75 - 70 - 65 - 60 - 55 - 50 - 45 Foundation Engineering Company 3 LOG OF BORINGS 1 THROUGH 3 ELEV. (FT.) 100 95 ~ 40 85 80 75 70 65 60 55 50 45 ALe: InidCated AVPHOVED BY: RLM OPAWNBY SB re: 6/12/97 NEViSED N/A Three Proposed Residences . 10845, 10855, 10865 West 32nd Avenue Wheat d e Colorado URAWING NUMBEP 3 Project No. F-2086-97 LEGEND: TOPSOIL• 0 . ~ 1 CLAY: Sandy to very sandy, trace root, moist to very moist, medium stiff to very stiff, brown and olive-brown mottled (CL) CLAYSTONE-BEDROCK: Sdeathered, moist, medium hard to very hard and blocky, dark gray and olive-brown mottled. Assumed Lower (Garden Level) Basement Floor Slab Groundwater Elevation: at the mn¢ber of days indicated after drilling NOTES: 1) The borings were drilled on June 9, 1997, with a 4-inch diameter, continuous flight, power auger. 2) 9 indicates that 9 blows o£ a 140 lb.- hammer £alling 30 inches were required to drive the sampler 12 inches (or number of inches indicated). . 3) The stratification lines represent the approximate boundary between soil types and the transition from stratum to stratum may be gradual. _ (Continued on Drawing 4A) IME Foundotion Engineerlng LEGEND AND NOTES Company APPROVED !Y: uue: N~A RLM on.wMer SB oAre 6/12/97 nevIa[o N/A Three Proposed Residences 10845, 10855, 10865 West 32nd Avenue ' Project No. F-2086-97 I 4 Notes: (Continued"from Drawing 4) 9) The boring logs show surface conditions on the dates and at the locations indicated. It is not warranted that they are representative o£ subsurface conditions at other locations and times within the project area. 5) Boring locations were physically paced-off £rom known landmarks in the field by Foundation $ngineering Company, Inc., personnel. Boring elevations are referenced to an arbitrary datum elevation of 100 feet, taken as the top o£ east water main on West 32nd Avenue. Boring locations and elevations are adequate for purposes of this report, but should be considered as'approximate for any other use. 6) Initial groundwater was encountered at depths varying from 19 (nineteen) to 26 (twenty six) feet below the existing ground sUrface during drilling operations. Piezometric groundwater levels were rechecked on June 10, 1997, which corresponds to 1(one) day after drilling. At that time, the groundwater had stabilized at a depth of 6.8 feet in Borings 1 and 3. During drilling operations, a previously undetected agricultural drainage line was penetrated at a depth of approximately 6(six) feet in Boring 2. Steady flow from this severed_ line resulted in surface water in Boring 2; giving a false groundwater level. Foundcation Engineering Company LEGEND AND NOTES KALL' N/A wnRovco er: gI,M onAAwN sr SB oan; 6/12/97 nevueo N/A Three Porposed Residences 10845, 10855, 10865 West 32nd Avenue Wheat Ridge, Colorado Project No, F-2086-97 r~Aw~~NUwc~ 1 4A ~ LLJ . ~ ~ z ,0 O o o F= m I Z N ~ C O w ~ J Q y LLJ c O ai n C ~ ~ Q U J , m O \ o c W w c"j - N . c ~ o U 0 N v ~ p, w ° ro H a Q co N w 3 n 81~ ~ + U o 0 o rE m ~ N M ~t nt M N O 1 I I I c p u 113nns - dwoO H 0 ~ o C) ° ; ° o ~ ~ ca ° T b G ro I N Y ~ 6 w C U U ~ N I ~ U7 w t~.-• .-i N v 0 0 It 00 o O w I ~ d ~ °V W Q CWLL O ~O + rL~ I 2 O.". a Q ~cn V AZ I O v1 trl N ~'6) 113MS - dWO:D ~ I ~g ~ N o ~ ~ LLI ~ . ~ z I ~ 0 00 ~ N I Q 0 (H ~ J O . 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