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HomeMy WebLinkAbout4030 Field DriveINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an.'ns ction the following business day PERMIT: I ADDRESS:JOB CODE:" Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground I A Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof I A 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: IL-1 2`Y-5ADDRESS:4u/ISLJOB CODE: kEr Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous 3 711E] Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 3 711E] 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works'' 413 Flood plain Inspection*" 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. � A CITY OF WHEAT RIDGE -.A Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE s Inspection Type: Job Address: Permit Number: :2 01-709,c-; 7 S 4�A No one available for inspection: Time IL ' i() ��M/* M R'e-Inspection required: Yes' No * When corrections have been made call for ro-inspection ,at 303-234-5933 Date: �% 7%( Inspector: DO NOT REMOVE THIS NOTICE C>� 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: - F"t'd Job Address: qt9,RQ P, ✓ Permit Number: 2011 7( 7 5 7- V ❑ No one available for inspection: Time Re -Inspection required:6de�,call No When corrections have been for re -inspection at 303-234-5933 Date: 2 /o/ /U Inspector: '�l / f . 1,("y? -fir DO NOT REMOVE THIS NOTICE 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: '1 0? - I Job Address: QC -3f) r" e) i ®g - Permit Number: '2 C 1-7 CO R � -7 --- r (� o f A /� r u ®ot C/I OyQ rP / n �� n n i, / . l J r► ce �,o f� CIO .- I j U e- + l ✓1 < Qil Ti n /1 � re S v%-� n r. P �P� .V —fi�i, 5 �S C:1 C ® y r -4 -es J IN a rn , n Q �o r 4-� -Pxj Please r-e!5c Ile_ ❑ No one available for inspection: Time q = 4 y AM M Re -Inspection required: G No When corrections have been made, call for re -inspection at 303 -234 - Date: )113 Inspector: �? DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: o & - ti l , .1 Job Address: �� c 3 c ► j1 � {- Permit Number: a 17 a `7 5- -7 S' - M i d- ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: I /9s I q Inspector: `M DO NOT REMOVE THIS NOTICE r4 fti Ll City of Wheat Ridge ` Residential Roofing PERMIT - 201709575 PERMIT NO: 201709575 ISSUED: 12/13/2017 JOB ADDRESS: 4030 Field DR EXPIRES: 12/13/2018 JOB DESCRIPTION: Residential re -roof remove and install Owens Corning Duration Storm Driftwood Dimensional/Architectural Asphalt Shingles with 29 squares. Pitch=5/12. **Revision: Added re -decking, 29 squares** *** CONTACTS *** OWNER (720)556-5544 WELSCHINGER PAUL SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,718.00 FEES Total Valuation 0.00 Use Tax 204.08 Permit Fee 204.30 ** TOTAL ** 408.38 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. City of Wheat Ridge Y Residential Roofing PERMIT -201709575 PERMIT NO: 201709575 ISSUED: 12/13/2017 JOB ADDRESS: 4030 Field DR EXPIRES: 12/13/2018 JOB DESCRIPTION: Residential re -roof remove and install Owens Corning Duration Storm Driftwood Dimensional/Architectural Asphalt Shingles with 29 squares. Pitch=5/12. **Revision: Added re -decking, 29 squares** I, by in signature, do hereby attest that the work to be performed shall comply with all accompanyin approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pe rto and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. '12�L nature of OWNER or CONTRACTOR (Circle one) Date 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. 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 originalpermrt fee. 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. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 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. The issuance or granting of " ermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code r a; ordm ce or regulation of this jurisdiction. Approval of work is subject to field inspection. m 5 ' Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIpGE Etiffidifrid Inspection bivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 c 3/ 3 0 G- Sl► c /l I, cl Job Address: f-1 C' 3 0 1- -it, I j IN r— Permit Number: a o 1-7 0 g S -757 C. ❑ No one available for inspection: Time = 0 AM PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303 -234 - Date: la c./ 11'R Inspector: DO NOT REMOVE THIS NOTICE A City of Wheat Ridge Residential Roofing PERMIT - 201709575 PERMIT NO: 201709575 ISSUED: 12/13/2017 JOB ADDRESS: 4030 Field DR EXPIRES: 12/13/2018 JOB DESCRIPTION: Residential reroof remove and install Owens Corning Duration Storm Driftwood Dimensional/Architectural Asphalt Shingles with 29 squares. Pitch=5/12. *** CONTACTS *** OWNER (720)556-5544 WELSCHINGER PAUL SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,453.00 FEES Total Valuation 0.00 Use Tax 156.51 Permit Fee 172.60 ** TOTAL ** 329.11 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. y�. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201709575 201709575 4030 Field DR ISSUED: 12/13/2017 EXPIRES: 12/13/2018 Residential reroof remove and install Owens Corning Duration Storm Driftwood Dimensional/Architectural Asphalt Shingles with 29 squares. Pitch=5/12. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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 theproperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and t gall 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable 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. nia Reimer q5- From: no-reply@ci.wheatridge.co.us Sent: Wednesday, December 13, 2017 2:31 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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 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? ,_ l PROPERTY INFORMATION ---~� Property Address 4030 Field Dr. Property Owner Name Paul Welschinger Property Owner Phone 720-556-5544 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract trail_hound@hotmail.com Yes Welschin er Contract. C,, CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Contractor Email Address Retype Contractor Email Address Elite Roofin 130240 303-296-0361 5475 Peoria St., Unit 4-106 kathy@elite-roofs.com kathy@elite-roofs.com DESCRIPTION OF WORK,,��, TOTAL SQUARES trk: 29 the entire scope of w Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or --wz-6g— 74-!�- 5. (-1 ci Yes Pitched roof (2:12 pitch or greater) 2 both? (check all that apply) _ i What is the specific pitch 5/12 of the PITCHED roof? How many squares are 29 part of the PITCHED roof? Describe the roofing Dimensional/Architectural materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional Remove composition shingles to deck. Re -deck and replace detail here on the with Owens Corning Duration Storm Driftwood. description of work. (Is this for a house or garage? Etc) 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 3 owner of the property to submit this application and to perform the work described above. 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. Name of Applicant Hilda Cowie-Bozner Email not displaying correctly? View it in your browser. iABs RA ti t:.. rRr Contract Submitted r� >�L 1=1rE 5v �CJOF/NG RoofingDone.Right" ��/il_ E-mail 4/x,1 /VWn0&Z, r�a�r/ 0 0A1 Home Phone �d 3. / 2 ,�� Alternate Phone, �rj �• �25�. City_L�/_ State 40 zip We propose to furnish all materials and labor completed in accordance with the specifications below for the initial sum of: REPLACEMENT COST VALUE (RCV) per insurance proceeds plus agreed to supplements that may apply to your claim. Upon approval of your claim, Elite Roofing will file for any and all supplements which may include building code items, unforeseen items and missed or omitted items on the insurance scope provided to you by your insurance company. Those items will be paid per your policy provisions and will become part of this contract as if contained herein. Elite Roofing, as your General Contractor, will, on your behalf, negotiate a fair and equitable settlement agreeable by both your insurance company and Elite Roofing based on competitive market rates for labor and materials with no additional cost to you, except for your deductible and any upgrades or additional work authorized by you that are not part of your approved insurance claim. Should your insurance company deny a full roof replacement, you will not be obligated to this contract and will only be liablgfor appy ved work perfod enor to denial and/or may enter into an acceptable repair agreement with Elite Roofing. �� p� „ Shingle Manufacturer �4,,Ye3r �n,;tw Type_, r Color . ,, 4-ard X 1.01 Y[ear off / layer(s) of composiDion or wood shingles. Special_Instructions: tories_/ Bad Access Y/N- stall felt 151b 301b IV [[idge cap shingles to be color coordi�d� Jl [stall new pipe jacks ,�// a [ eplace vents as needed /'Sianck Turtle ��� [[ -flash chi eys and all wall abutments as needed r_LL [ Install nails per shingle11-7 — -- -� Code Items: D J % [[stall Decking (7116" OSB) R -sit _ ,,�stall pre -painted ve metal to co -Color Ice &Water enetrations Valleys aves Upgrades: "Synthetic Felt" g� [ ] "Ridgevent° If. yG'9 [ ] "High Profile Ridge" ff. [" urenail" lifetime shingles lass IV Impact resistant" lifetime shingles [ ] Manufacturer Warranty - Pick one Below [ ] OC Advantage [ ] OC Preferred [ ] GAF System Plus Misc: [[lean out gutters & Remove all debris from above work ,�e (5) year workmanship warranty [ ' Roofing will provide general liability insurance coverage of $2,000,000 [[ite Roofing will provide workman's Comp at$58t 76000— / ~ I [,AF Make a magnetic sweep of driveway and yard for removal of any nails Donation: Trades:7j a S N Approx. Job Completion: weeks from insurancerov�l�A Homeowner Pavment Summary: Deductible: $ 12D Upgrades: $ too Balance Due*: /"r $ (ie�v 'Balance due is equal to the amount of out of pocket expenses as agreed upon by the homeowner and is in addition to all other insurance proceeds as described above. If no insurance claim is involved then balance due is the total contractual amount due. _s Insurance Company .S ✓/ Claim # 2r�� ! DOL: 5-1 �/ ;to/ (We) hereby authorize and/or instruct any legal representative and/or agent of Elite Roofing to obtain any and all information necessary to negotiate the settlement of my (our) claim as well as any information necessary to complete the funding process relative to the claim number listed above. • I (We) hereby authorize and/or instruct Elite Roofing to pick up in person any loss drafts or checks on both my (our) behalf and behalf of Elite Roofing. • 1 Me) hereby authorize andlor instruct Elite Roofing to act as my (our) General Contractor for the above mentioned claim number and instruct my (our) insurance company to release the customary 10% overhead and 10% profit for scheduling and coordinating any and all trades needed. • Elite Roofing shall hold in trust any payment received from you until materials have been delivered. This contract is subject to Elite Ro ffng mana ement review and approval. I accept the above terms of Date of Acceptance Homeowner's Signature(s) Representative ;%�(t0 i J6 Representative's Signature contract and authorize Elite Roofing to proceed. 5475 Peoria St. Suite 4106, Denver, CO 80239 1 Ph: 303.296.0361 I Fax: 720.317.2233 1 Colo. Spgs.: 719.203.3107 1 Ft Collins: 970.818.3990 www.eliteroofingeolorado.com INSPECTION RECORD OGcuDancv/TVDe °INSPECTION 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. CSC r ` INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JO .FOUNDATION INSPECTIONS DATE INSPECTOR I I N N ITIALS 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'.. Lath I Wall tie Mid -Roof Electrical Service �' '� Rough Electric Rough Plumbing Gas Piping' Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING 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. IS.ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION -- OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY. NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦"i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax V INSPECTION NOTICE Inspection Type: CE Job Address: Permit Number: �rla 77�j �i A/),(A0e-(I. ❑ No one available for inspection: Time k� A)PM Re- Inspection required: Yes No 'When corrections have been made, call l for { r e -inspection at 303-234-5933 Date: Inspector: C Y iJ1� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE* `f B ilding Inspection Division (30$) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Gt~.Lf f Job Address: ;~1_)r- Permit Number: 0962, %-Z ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: K O NOT REMOVE THIS NOTICE s ' City of Wheat Ridge ►J Residential Solar PERMIT - 092775 C, PERMIT NO: 092775 ISSUED:° 09/28/2009` JOB ADDRESS: 4030 FIELD DR EXPIRES: 03/27/2010 DESCRIPTION: Photovoltaic. -3.24 KW photovoltaic utility.. interacts... _ww CONTACTS w owner 303/421-1900 Kate Brannan w gc 303/521-0822 Scott Van Kirk 08-0209 Vibrant Solar I ww PARCEL INFO ww ! ZONE CODE: UA USE: UA , 1 SUBDIVISION[' .0284 BLOCK/LOT#:. 0/ ,t FEE SUMMARY ESTIMATED PROJECT VALUATION: .23,545.00' - r FEES a Residential Solar 5.00.00 - Total Valuation .00 Q e/ rs w.w TOTAL ,ww ....500.00. Conditions: ~ KC: Approved per plans attachments. 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 orcovenants, easements o{ 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 applic~ble'W idge Ordina es,. for work und e/rat is permit, Plans subject to field inspection. / }nature: of. retractor/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 thispermit expires, -a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have -been -or will be made in the original plans and specifications. and any suspension or. abandonment. has not - exceeded one (1) year. If changes have been or if suspension or abandonment. exceeds one (1) year, full fees shall be paid' for a new permit. 4. No work of any manner shall be done that will thane the natural flow of water causing a drainage g problem. ' 5. Contractor shall notify. the Building Inspector twenty-four (24) hours in advance for. all inspections and shall receive b' , written approval on inspection card before proceeding with successive phases. of the job. 6. The issuance. of a permitor -the approval. of. drawings and specifications. shall. not be construed to be a permit for, nor. an approval of, any lation of the provisions of the building codes or any other ordinance, law, rule or regulation. ' All plan rev wia jset to field inspections. l Signature of Ch fBW ding Official date INSPECTIONREQUEST LINE: (303)234-5933 BUILDING OFFICE:- (303)235-2855 REQUESTS MUST BE MADE BY 3PMANY BUSINESS DAY FOR INSPECTION THE FOLLOWING. BUSINESS DAY. ti A 3 U W City, of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Date: y~ Plan V q 65~ Permit 72-775 Property Address: t-~ (1 3t7 F Ve > ~K Property Owner (please print): KU~-.i, Bmnre( r, Phone: ~6 3 t t L3 r Il FJ Mailing Address: (if different than property address) Address: State, Contractor: 'V bCa-r+ ` ioln-ir Contractor License Phone: ('72 0) (qy y 5N Sub Contractors Electrical City License Plumbing City License Mechanical City License Company F,5P f tc&t is Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): f PQ+0V7t Description of-work: Irr~f.~'tiv Sq. Ft./L.Ft added: Squares BTU's Gallons Amps 66,77p 419,, ,s~srr OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants,. easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) `(CONT AC TO or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINTNAME: ~(~.~-pM? t F F r° SIGNATURE: Date: 'L DEPARTIVIENT;USE ONLY ZONING COMMENTS:-" 2ontog.-= _ eweWer. PUBLId;WORKS COMMENTS - Rev`tawerr;i ~ BUILDING, DEPARTivtENT CO MENYS 'bICU p.~~~~ ~fi~T~~r~"l~i± , OCCUPANCY TZeVIeWE x' s _ . 7RE DEP.AI#TIi1ENT' Gi approved') wtnment disapp roMe(1 q no ewes4 rec~uTee~l Bldg Valuation: $ r Construction Value: $ .C 1 . 4144 (as calculated per the Building a/ua6on Data sheet) I Plan Review (due at time ofsubmittat): $ 1-'i Lopez Smolens Associates Consulting Engineers August 27, 2009 To: Jeromy Tetor Vibrant Solar, Inc. 4321 Broadway Unit 3 Denver, CO 80216 720-949-3974 Re: PV Panel Support Paul & Kate Brannan 4030 Field Drive Wheat Ridge, CO 80033 T Engineering Project Number: J09238 Jeromy, This letter is to state that I made a general observation of the condition of the existing roof framing and reviewed the roof in reference to supporting a 30 psf snow load, the self weight of the panels and a wind load for 110 mph 3 second gust, exposure B. The observation and review shows that the framing is not adequate to support these loads. However placing 2x6 collar ties at roof to support the required loading. It should be noted that only a portion of the roof framing was observed. I do not assume responsibility for any construction flaws or defects that may exist. This letter is to also state that the UniRac PV panel support system appears to work for the City of Wheat Ridge for wind speeds of 110 mph 3 second gust, exposure B and for a roof snow load of 30 psf Snow loading for the rack system is not rated because they assume that wind loading exceeds snow loading and rate the racking system to supportwind loads up to 87 psf. The rack system is rated tol30 mph fastest mile (150 mph 3 second gust) and for roof heights up to 30 feet, if the rail spans and cantilevers do not exceed the recommendations of the Installation Manual #227, Pub. 080725-1 cc, Copyrighted by Unirac, Inc., 2008, 26 pages. Sincerely, Jonathan SmolYsP.E. Work shall comply with the following codes: 2003 IRC, 2003 IECC & 2005 NEC. 1526 Spruce Street, Boulder Colorado 80302 (303) 447-2813 facsimile (303) 447-2814 ~ Wj W N x A m 7` v 3 w m o w m w a r 00 Q v W O X -n O z r W D d 7 [D to N rt O 3 10 a fn p ~.S • 7 CD, W o F. pl rD K o r~r O ~ N O 4 LN7 n ~9J 7 ~1' I "D m n~ cn r, n . Y v 1~ o e ro s ~T SNt U+ U <cn~ m d J m o ..m mo mo J n o ro D O C) DO N Fn' A O 1 "'t t 7 U) m 06 ~ CD 0 MCI: CD > a -n W C ° 0 0 3 < D CO ~yy CD I go b o m O s , A N i ~ N O Q m C1 U m A N n m O m O Q Q 7 C m s m m J m m D D W S A W n o 0O WW C 0 C P S W O N Q it W ' ' m o m i 1 m < tl E 01 m w Im SZ ° tD m O 0 x ° m ~ ° L N 0 m > W N D I I ! 7 V ° . 0 O J s W 0 j m p cn x N Q C N O ID !N N D(nm w *0 u w V L7 ~ O p ~~II Dm =vin .o. Z y ~ 'o 52 x ° ~2 0 ~ N p A all f V°9 0 y I~ D II n ~ L O *0 N O D D m o O J V j s 00 'ry d =i 'ry a N II ~ a J n N % E m m N i N p W_ ~ ' A m m N S N y II L p <NN Ate. zs~ D0 A ~ o< < ?i ~ m ma w m m ~ 0 w 3 moxwm E- z F,-. F z m N r m N C c w J m p 3 J N O W 0 ~'v3 X9. 3 . m po _.y00-'30mm yv om n RU 'mo9o~.a ° ~0 ~a A n,$ c f n - rv 'm 3-.O> a O E; gn S a H~ 3 I" ..a -v - m 30 -S i Oj <m i Oa ~T O ~iym Nm N w N mw m +ommm ~ 0 Oa m a .7,K d _ a1 JjclC ~ N m O x D ~ ~ N Ti n A ' A O O n j N W Go _ C = rl~ N w oC c 33 ~p °ipa ~n I anx o„a~ m !AC oa SR Photovoltaic System Proposal PV System Proposal Panel type Number of panels Mounting system Inverter = 18xEnphase Inverter #2 Panel Tllt° Azimuth° % shade Solar Access Annual Efficiency Loss Sgft of Panels (fish rant) Elertriral Panal Amnc Pnn System Size (KW) STC watts PTC wafts ( Stone Tadlock 303-931-9026 08/19/2009 8/19/2009 3.24 3,240 2,700 Xcel acct # _.,w Rebate Program Small Immediate Rebate/watt $2.00 lirrmedia9e f/ebaPe/fCWll .5- ~ Immediate REC/watt . $1.50 On-Goirlg NEC watt h- per KWh tax credit s$-.'. Current Avg Dollars/KWh $0.110 Historical Annual Increase 5.00% Est. Current Annual Usage KWH 4,560 Electric Rate R Avc 380 kwh/mo x 12 = 4560 kwh/vr Amensolar 18(1 (blacK) X 18 18 x Enphase Balance of System Design, Engineering, Installation SubTotal Rebate Adjustment Total Price Est Generic Permits & Fees Est City/County taxes Est State Tax Total $3,882 $2,748 $4,228 $22,427 $21,492 ($6.63/w) $343 $455 ($6.86/w) Financing Amount; AdlusineriE Rebate $11,340 -$935 Authorized Signature for Vibrant Solar v 90801 Please see last page for terms and conditions. Vibrant Solar Confidential for Customer only. Please do not Xcel Rebate $(11,340) Out of Pocket $10,950 Federal Tax Credit $(3,285) Other tax credits 6% deposit due on signing 29% due on equipment order 14% due on start of installation 51 % due on city final inspection Subject to Field InspectioR§te Date..70kr aj Signed. .....Plan Checker ($2.371w) $1,314 $6,570 $3,066 $11,340 3 W!, Vibrant Solar Inc 4321 Broadway Suite 3 Denver Co. 80216 303-604-6696 l Photovoltaic System Proposal PV System Proposal for Kate Brannan Cstuilate~ P~ &yster 3-1-11-1-WI-is, Power Production STC Pollution Prevented 4291 Kwh /year 9,865 Lbs/year C02 $472 Value year 1 23 Lbs/year NOx $1,255 Value year 25 29 Lbs/year S02 i( .S' 1 \ ..S v1``^\ll~~lf~.t.d '~4. (t U..i+t \v t ~ ~4~ 94% current usage offset 0 8/19/2009 `4 Est Ca Itllated stt} o fl , , . .a . . , $9,440 property value increase include Projected Projected Projected Year cost $/KWH Production KWH Savings Balance 1 $0.110 4,291 $3,757 $(7,193) 2 $0.116 4,257 $492 $(6,702) 3 $0.121 4,222 $512 $(6,189) 4 $0.127 4,189 $533 $(5,656) 5 $0.134 4,155 $556 $(5,101) 6 $0.140 4,122 $579 $(4,522) 7 $0.147 4,089 $603 $(3,919) 8 $0.155 4,056 $628 $(3,291) 9 $0.163 4,024 $654 $(2,637) 10 $0.171 3,992 $681 $(1,956) 11 $0.179 3,960 $709 $(1,247) 12 $0.188 3,928 $739 $(508) 13 $0.198 3,897 $770 $262 14 $0.207 3,865 $802 $1,064 15 $0.218 3,834 $835 $1,899 16 $0.229 3,804 $870 $2,769 17 $0.240 3,773 $906 $3,675 18 $0.252 3,743 $944 $4,619 19 $0.265 3,713 $983 $5,602 20 $0.278 3,684 $1,024 $6,625 21 $0.292 3,654 $1,066 $7,692 22 $0.306 3,625 $1,111 $8,803 23 $0.322 3,596 $1,157 $9,960 24 $0.338 3,567 $1,205 $11,165 25 $0.355 3,539 $1,255 $12,420 total (est) 97,578 $23,371 $12,420 Avg cost per solar KWH $0.079 P,tirei cost per soloor KW H + Kver $09x9 annualized return from OOP 7,990/ annualized return from 1 year balance. 12.16% V90801 Please see last page for terms and conditions Vibrant Solar Confidential for Customer only. Please do not distribute 08/19/2009 a e2of3 Photovoltaic System Proposal 08/1912009 Terms, conditions and notes • The utility stipulates the use of STC or PTC panel ratings. AC output of systems is derated as recommended in PVWATTS. • Source for pollution savings numbers comes from www.greenpowergroup.org • Estimated production comes from NREUs PVWatts estimators based upon historical data for Colorado at the chosen test conditions. • All tax figures are estimated and reflect what we understand of the current regulations. Vibrant Solar is not qualified to make tax advice and this should not be construed as such. • Always consult a certified tax attorney before making any decisions regarding a PV purchase. There are issues such as AMT and property taxes which should be considered. • Unless otherwise noted, Vibrant Solar may change the final inverter selection due to engineering or availability constraints. All standard inverters sold by Vibrant carry a 10 year limited warranty. Non standard equipment or inverters may vary in their warranty. • Due to volatility in the market, the prices quoted here are good for 30 days from the date signed by an authorized Vibrant Solar Representative. • Permitting costs are estimated. Vibrant installs all systems to current NEC standards. City and county permitting offices may have modified versions of these standards. If a local building office requires substantial changes to our standard system or requires extra work, Vibrant reserves the right to pass on this extra cost to our customers on a time and materials basis. • The Tilt/Shading adjustment is the theoretical percent of the maximum output from a fixed panel system oriented at 180 degrees to the south and at atilt of 40 degrees. This number is adjusted downward to account for panel shading and non-optimal orientation. • The annual efficiency loss as shown is based upon the warranted power output by the makers of the selected solar panels. The industry often uses .50/./year as the projected loss. • The deposit includes a non-refundable $400 engineering fee. Occasionally our engineers will find something that needs to be done to make a roof meet building codes. The cost of this is variable and not included in this estimate. • Additional Electrical work required to bring the customer's electrical system up to code will be charged on a time and materials basis. Special Notes for System V90801 Vibrant Solar Confidential for Customer only. Please do not distribute age 3 of 10Gco ]I)&JqiQ @t T?jetfo and anufacturin USA, Inc. AS-5M AmerlsoRar Amerisolar's photovoltaic modules are designed for large electrical power requirements. With a 25 year warranty, AS-5M offers high-powered, reliable performance for solar projects, both on- and off-grid. * Solar Cell: High efficiency solar cells ensure high-performance of solar module and create maximum power output. * Low iron tempered glass: Anti-reflecting; coating and high transmission rate glass increase the power output and mechanical strength of solar module. * Aluminum frame: Without screw, corner connection. l0 boles on the frame can be installed easily. * Superior Junction box: Multi function junction box with water proof capabilities. * Long lifespan: : 25Years. * Tolerance: ±3%. a * Res * The Pmaw Vw, Isc, Vmp and Imp a' Maximum Power (P,,.) Open Circuit Voltage (Vo,) Short Circuit Current (lac) Maximum Power Voltage(( Maximum Power Current { Module Efficiency n atrocious weather such as wind and ively, not effect by geology, I authority: CE, TUV, IEC.' tcto~istl~e 'C, AM,1.5); iW 170W 175W 180W185W 9V 43.35V 43.39V 43.44V : 43,47V i 2A 4.99A 5.12A 5.27A 5 AA WARRANTY Product: 5 years Power Output: 90%---- 10years 80% -25 years 55.51V 35.54V 36.18V 36.21V 36.25V 3628V 6 r'" '3 4.51A 4.64A 47A 4.83A 4.97A ' 5.1A CE ^ IGC ~ . 12.54 12.93 13.32 13.71 14.10 14.49 H .,e,pc oceenr,vzra ure B.r eA d86~csan s 4N Temperature Coefficients of Pm -0.47 %/°C I Temperature Coefficients of Voc -0.38 Temperature Coefficients of Isc +0.04 PP V EOssionately, Temperature Coefficients of Im +0.04 Subject to Field Ins PRAR ed to Temperature Coefficients of Vm -0.38%/'( P, ~e Iveina scinova Wh t rid ; B ildm b Absolute Max imum Limits ea ge u j cRerge , soilutim Maximum System Voltage 1000V D u Date. r zr Module Operating Temperature -40°C to +8 G Noct (DEGC) 45°C+3° t 5 Slgned .....Plan Checker W W 1V.wwmusa.com . @(Dl : l L QG600 &"p DOD) and Manufacturin USA. Inc. Mechanical characteristics Cell Technology 125mmx125mm [4.92inx4 92in] Mona crystal silicon Number of Cells (Pcs) 72 (6x12) Dimensions 1580mmx808mmx45mm Weight 15.5kg S Frame Aluminium-allo Ib~INbdwWlm,:lH3,1BW1.'178C y wa.weew Length of Cables (mm) 900mm Allowable Hail Load Steel ball fall down from 1 m height Surface Maximum Load Capacity 60m/s(540kg/m2) m+ ' • i Basic iie na¢r Module at STC ALL DIMENSIONS IN mm BOB 5 J, tij ~ wow,m a ~e ,etie, ~?andm hde (gbie GL1e Mounnn hole ' *nIm a hme R I'^ ~J > I ' II I zootrm~ , I 3 t 5 10 D 10 25 30 35 40 45 10 Whs'm MI5MPZ5 Various Irradiance Levels 5 55 ~ Rear Side Front oc 1 Front. tempered solar glass 3 2mm 3s y - rl-- oc - 2. EVA 3. 72 high efficiency solar cells 125mm X 125mm Oa ! 1 4. EVA 0 5 10 15 A 6 30 33 !0 45 'A ss 40 5. Rear:, laminate (weatherproof and m~wuw,5,1w rM waterproof) Various Temperatures Worldwide Energy and Manufacturing USA, Inc. 408 N. Canal Street Unit A & B; South San Francisco, CA 94080 Tel : +1-650-794-9888 Fax: +1-650-794-9878 Http ://www.wwmusa.com E-mail : solarsales@wwmusa.com [e] ENPHASE MICRO-INVERTER The Enphase Energy Micro-Inverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the micro-inverter, the Envoy Communications Gateway, and the web-based Enlighten monitoring and analysis website. - Maximum energy production P R O D U C T I V E - Resilient to dust, debris and shadi - Performance monitoring per mod - MTBF of 365 years R E L I A B L E - System availability greater than 9 - No single point of system failure SMART Quick & simple design, installatior - 24/7 monitoring and analysis 'Ig APPROVED ,Ile Subject to Field Inspections Wheat Ridge Building Dept. 80yo Date.50~~f Signed. elan Checker and management o~3d r wiz O18 C us Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 19544 12/1/2005 Inspection Line 3D3-234-5933 Residential Plumbing PROPERTY 4030 Field Dr OWNER: Paul Welschinger Unit: (303) 421-1900 Description Repair sewer line on property. 1 IDue 1$117.00 1$181.10 1$298.10 1 1 ILicense # 119921 1 Ifj'::W j', I i -....j '", if (I -'.l "'5"- I ~<.o.,'}n;~!J/) 1 ""~':>'I ~.j . 1 1 1 1 I IPaid 1$117.00 1$181.10 1$298.10 1 1 IPhone 1303 696-9599 IFEES IFees IUse Tax IPermit Fee ITotal Fees 1 ICONTRACTORS IName IPipeline Industries, Inc. Plase Note: ~er IlCOIliraetor Is responsible fQr locating prope lInes and constructing improvements according to ;: Tappr~v~ plan and required development standards he CI~ IS nQ.t r~sPQnsible for inaccurate inforlTlatio~ subnutted wJth~n the plan set and any construction errors resultmg from inaccurate inform-t' a lon, Units: Occupancy: Walls: Roof: Stories: Sq Feet: o I hereby certiCY that the setback distances proposed by this permit application are accurate, and do not viomle appliubili ordinances, rules or regulations ofth~ City,of Wheat Ridge or covenants, easements or restrictions ofrecord; that aU measurements shown, and allegations made are accurate; that I have read and agree tl,l abide by all conditions printed on thls,application, and that I assume full responsibility for compliance with thc Wheat Ridge Building Code (I..B.C.) and aU o,her applicable Wheat Ridge ordinances, or work under tbis permit. /', " / !./Ii -<J.' I/l) (O\VNER)(CONTRACTOR) SIGNED DATE This permlt was Issued In accordance with the provisions set forth in y,llUr application and Is subject tll the laws of the State llfC:lllllrado and to the Zoning Regulations and Bnildlng Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 Every pennit issued shall become invalid unless the "York on the site authorized by such permit is commenced wichin180 days after Its IssuanCil, or if the work authorized on the site by such permit is suspcnded or abandoned fllr a perilld of 180 days after the time llfwork is Cllmmenced. 3 If this permit expires, a new permit may be acquired fllr a fee of one-half the amount normaUy requiTed, provided no changes have been or wlU he made in the original plans and speclficatlllns and any suspension or abandonment has not exceeded one (1) year. If changes ilte made or If suspension or abandonment , exceeds one (1) year, full fees shall be paid for a new permit. 4 No work of any manner shall be done that will change the naturalllow of water causing a drainage problem. S Contractor shallllotlfy the Building Inspector twenty-fllur (24) hours In advance fllr aU inspections and shaU receive written approval onlnspect:lon card before' proceeding with successive phases of the job. 6 Thc issuance llfa perml apprllval ~ngs...l!...~d specifications shall nllt be construed to be a permit fllr, nor an approval of, anyvlolatlllll ofthe provlsionsoflh ::?WfiTh~r ordlnance'~31e or regnmtillll. ' ChiefBllil ingInspector SIGNED DATE Thursday, December 01, 2005 Page 1 of 1 t.)~)^J. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE. WHEAT RIDGE, CO 80033- (303-235.2855) APPUCATION 'PropertyOwner:~- 1- {'a'll lJr/5ch ,'y/If-<r Property Address: 0(J; (J f::r,'ld On' Yf Contractor License No.: Company: f/J'-f 1/(1-( /nd "-~~ "'H<-I,1'_ !: ~ " "' cOLOR~Qc Buliding Permit Number: Date: Phone: 51 '(1../ - I qdO ./V>-^-,- Phone: 3/ ,q f-q 59'9 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BuildinCl Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit .app1lcatlon are accurate, and do n9t violate appllcable 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 ~mlt. Pans subJect to .field Inspection. (OWNER)(CONTRACTOR)'S1GNED' /M DATE /2~)-cJJ V alue:$<::,s 0< J Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ (}J (OWNER)(CONTRACTOR):PRlNTED :I'/'5 ~ ~ -e Vq frv ha n? DATE [ J-~/-(?5 . Use of Space (description): Description of work: _ 'QC p~LlL Sq. Ft. added Ax \)vcQ , c/~L j...t C5V \. ~~Y[Yr /A:r BUILDING DEPARTMENT USE ONLY SiC: Sq.Ft.: ON1NG COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approyal: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Expiration Date: Approval: Plumbing License No: Company: Expiration Date: Approval: Mechanical License No: . Company: Electrical License No: Company: Expiration Date: Approval: . (4) (5) (6) 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. . This permit shall expire if (A) the work authorized is not commenced within sIxty (90) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. . If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the origInal plans and specifications and any suspension or abandonment has not exceeded one (i)-year. If changes have been or If suspensIon or abandonment exceeds one (1) year, full fees shalI be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours In advance for alllnspectlons and shall receive ~tten approval on Inspection card before proceeding with successIve phases of the Job. The Issuance of a permIt or the approval of drawIngs and specIfications shall not be construed to be a permit for, nor an approval of, any violation of the provIsions of the building codes oranyotherordinance,law, rule or regulation. All plan review Is subject to field Inspections. (1) (2) (3) Chief Buildina Official -I COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 40.3CJ 17/"/.-/) /)~ RIJIK}/- rR.4NF -/)pr./< - /. > O/~R/ -"1.oP/Ah4 ,~P///"'fi R~//R./-/:) e ~t7N7 ../'Y1IlA'/",. R/M 77?1 FA7oAf' /~C"'7'" L ~ /7/// PkA/.e-7:;?.-r7/dlt/ FAsr~L''''<, 70" ~ ~~# r r~)T~/h!'"' ~~A~~~~~ ~ ~ ~~..~~ .4~<. ~~ 0.<' ./0,<, aCA~ . When corrections have been made, call for re-ins ection at 303-234-5933. DO NOT REMOVE THIS N Date: 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: 13679 4/9/02 Property Owner: KATE BRANNON! PAUL WELSCHINGER Property Address: 4030 FIELD DR Contractor License No. : Company: Phone: 421-1900 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee Plan ReView Fee Use Tax $1,20000 $44 85 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 responsibWty for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNEotZz::-, 13'-7<.'->'-"'---' DATE </. '7 . c2. ';'u' Vu $24 00 Total: $68.85 Use: .1) Description: UPGRADE TO A 200 AMP SERVICE. ADD CIRCUIT TO BASEMENT BUILDING DEPARTMENT USE ONLY -- Approval: Zoning: SIC Sq. Ft Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No Company: Mechanical License N0 Company Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This pennit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. ~iS n ~fa per. or the approvat of drawings and specifications shall n.otbe construed to be a permit for, noran approval of, any vlolallon of the p . ns f codes or any other ordinance, law, rule or regulation ".~,. ~ Chief Building I<<spector (1) (2) (3) MICRO-INVERTER TECHNICAL DATA 60 and 72 Cell Modules Inp it Data :(DG) " s z M190,72 08-1501/1 - rmt9p=z2?ao-soiiz Recommended input power (STC) 230W 230W Maximum input DC voltage 54V 54V Peak power tracking voltage 22V - 40V 22V- 40V Max. DC short circuit current 12A 12A Max. input current 10A 10A OutputData(AC Maximum output power 190W 190W Nominal output current 920mA 800mA Nominal voltage/range 208V/183V-229V 240V/211V-264V Extended voltage/range 208V/179V-232V 240V/206V-269V Nominal frequency/range 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range 60.0/59.2-60.6 60.0/59.2-60.6 Power factor >0.95 >0.95 Maximum units per branch 21 15 Efficiency Peak inverter efficiency 95.5% 95.5% CEC weighted efficiency 95.0% 95.0% Nominal MPP tracking 99.6% 99.6% Mechanical;;Data " Operating temperature range -40°C to +65°C -400C to +65°C Night time power consumption 30mW 30mW Dimensions (WXHXD) 8" x 5.25" x 1.25" Weight 4.0 Ibs Cooling Natural Convection - No Fans Enclosure environmental rating Outdoor- NEMA 6 Features; Communication Powerline Warranty 15 Years Compliance UL1741/IEEE1547 Pending FCC Part 15 Class B Pending Enphase Energy, Inc. 201 1st Street, Suite 300, Petaluma, CA 94952 877 797 4743 enphaseenergy.com 142-00005 REV 01 ® Printed on 100 percent recycled paper. l.1V SOLARMOUNT Code-Compliant Installation Manual 227 U.S. Des. Patent No. D496,248S, D496,249S. Other patents pending. Table of Contents i.Installer's Responsibilities .................................................................2 Part I. Procedure to Determine the Design Wind Load 3 Part II. Procedure to Select Rail Span and Rail Type 10 Part III. Installing SolarMount [3.1.] SolarMount rail components 14 [3.2.] Installing SolarMount with top mounting clamps 15 [3.3.] Installing SolarMount with bottom mounting clips 21 [3.4.]Installing SolarMount with grounding clips and lugs .............................25 e UNIRAC Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-hiendliness ofthis APPROVED Subject to Field Inspections Wheat Ridge Building Dept. ae:ftn Checker 14ao&FAte U N I RAC' Unirac Code-Compliant Installation Manual SolarMount L Installer's Responsibilities please review this manual thoroughly before installing your SolarMount system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SolarMount Universal PV Module Mounting system, and (2) planning and assembly instructions for SolarMount SolarMount products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SolarMount products (page 26). SolarMount is much more than a product. It's a system of engineered components that can be assembled into a wide variety of PV mounting structures. With SolarMount you'll be able to solve virtually any PV module mounting challenge. It's also a system of technical support: complete installation and code compliance documentation, an on-line SolarMount Estimator, person-to-person customer service, and design assistance to help you solve the toughest challenges. Which is why SolarMount is PV's most widely used mounting system. A The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing, • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 0 Solarldount Unirac Code-Compliant Installation Manual U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.1 Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified - by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and. procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions orprocedures presented in this manual Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SolarMount Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following ASCE 7-05 limitations: for more clarification on the use of Method I. Lower design wind loads may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pna (psp = AKztl pnet3o pnet(psf) =Design Wind Load A = adjustmentfactorfor height and exposure category Kzt = Topographic Factor at mean roof height, h (ft) I = Importance Factor pner30 (psf) = net design wind pressure for Exposure B, at height =30,1=1 1. The building height must be less than 60 feet, It < 60. See note for determining It in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 degrees or a hip roof with a pitch less than 27 degrees. 6. If your installation does not conform to these requirements please contact your local Unirac distributor, a local professional engineer or Unirac If your installation is outside the United States or does not meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 You will also need to know the following information: Basic Wind Speed = V (mph), the largest 3 second gust of wind in the last 50years. h (ft) = total roof heightforflat roof buildings or mean roof height for pitched roof buildings Effective Wind Area (sp = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system according to Figure 2, page 5. Roof Zone Setback Length = a (ft) Roof Pitch (degrees) Exposure Category [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary (contributing load) to a support or to a simple-span of rail. That area is the Step 1: Determine Basic Wind Speed, V (mph) Effective Wind Area Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. ON U N I RAC Unirac Code-Compliant Installation Manual SolarMount r, 90(40( 100(4 a 170(48) 130(98) Figure 1. Basic Wind Speeds. Adapted and applicable to ASCE 7-05. Values are nominal design 3-second gust wind speeds at 33 feet above ground forExposure Category C. 90(40) r 100(40) 1 110(49) Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. 140(63) 111151 Spedd Wind Region ~°/..Miles per hour (meters per second) 130(58): 140(63) Table I. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) Height (ft) 10 IS 20 25 30 40 SO 60 70 80 90 100 12S 150 17S 200 300 400 500 10 3 3 3 ' . 3 3 4 4 : 4 4 4 4 4 5 -I6 7 i8 12 `16 20i< Is 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 is 4 5 6 7 :8 8 '48 8 8 8 f8 12 16 20 J. 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 7. 6 7 .':8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 ` 6 7 8 9 8110 12.5 115 16 16 16 16 20 i 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 5o 3 3 3 3 3 4 5 6 7 8 9 10 12.5 IS 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 4 SolarMount Unirac Code-Compliant Installation Manual U N I RAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. H a' ❑ Interior Zones Roofs -Zone I /Walls -Zone 4 End Zones ■ Corner Zones Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design Wind Pressure, pnetso (Psfl Using the Effective Wind Area (Step 2), Roof Zone Location (Step 3), and Basic Wind Speed (Step 1), look up the appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away from the surface. Figure 2. Enclosed buildings, wall and roofs -P U N I RAC Unirac Code-Compliant Installation Manual SolarMount Table 2. paet30 (pso Roof and Wall f oskWW Sued,V (mph) 5 90 100 110 120 130 140 : 150 170 e . , WMAreo Zone (AI Downfome Uplift Downfome Uplift Do nforce Uplift DO nfome Uplift DO nfome Uplift i. Downfo me Uplift Downkme.. Upldo Dowdom e Uplift 1 10 5.9 14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 14.2 6.9 -17.5 8.3 21.2 9.9 -25.2 11.6 -29.6 : 13.4 -34.4 15.4 -39.4 19.8 -50.7 0 1 50 5.1 -13.7 < 6.3 16.9 7.6 20.5 ; 9.0 -24.4 10.6 -28.6 ' 12.3 -33.2 14.1 -38.1 18.1 -48.9 1 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 . 11.4 -32.3 13.0 -37.0 16.7 -47.6 v 2 10 5.9 -24.4 " 7.3 30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 e 2 20 5.6 21.8 6.9 27.0 8.3 -32.61 ' 9.9 -38.8 11.6 -45.6 ! 13.4 -52.9 `15.4 -60.7 19.8 -78.0 Y 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9 0 -32 7 10 6 --38 4 ! 12 3 -44 5 14 1 ' -51 1 18 1 -65 7 o `o 0 2 100 4.7 -15.8 5.8 -19.5 `7.0 23.6 - . , 8.3 . -28.1 . 9.8 . -33.0 ` . 11.4 . -38.2 . . `13.0 . . -43.9 . 16.7 . -56.4 IX 3 10 5.9 -36.8 S 7.3 -45.4 (8.9 55.0 < 10.5 -65.4 12.4 -76.8 i 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 -5.6 -30.5 6.9 37.6 8.3 45.5 9.9 -54.2 11.6 : =63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1: -22.1 6.3 -27.3 7.6 33.1 - 9.0 -39.3 10.6 `-46.2 12.3 -53.5 14.1 . -61.5. 18.1 -78.9 3 100 : 4.7 -15.8 5.8 19.5 17.0 23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 : -43.9.. 16.7 -56.4 1 10 78.4 -13.3 10.4 -16.5 !12.5 19.9 : 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 --37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 16.0 11.4 19.4. 13.6 -23.0 16.0 -27.0'.: 18.5 -31.4 21.3 ' -36.0 27.3 -46.3 0 1 50 6.7 -12.5 8.2 -15.4 10.0 18.6 11.9 -22.2 13.9 `-26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1: 7.3 14.9 8.9 -18 1 ` 10 5 -21 5 12 4. -25 2` 14 3 -29 3 16.5 -33 6 21 1 -43 2 . . . . . . . . . . . v 2 10 8.4 -23.2 10.4 28.7 12.5 34.7 14.9 -41.3 17.5 -48 4 20 3 -56 2 23 3 -64 5 30 0 -82 8 N 2 20 7.7 -21.4 9.4 26.4 <.11.4 -31.9 13.6 -38.0 16.0: . .-44.6 . 18.5 . -51.7 . 21.3 . r -59.3 . 27.3 . -76.2 +0+ 2 50 6.7 18.9 8.2 -23.3 S10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 e 2 100 5.9 : -17.0 ' 7.3 -21.0 X8.9 25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 3 10 `8.4 -34.3 10.4 -42.4 12.5 51.3 ' . 14.9 -61.0 17.5 -71.6 : 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7: 32.1 9.4 39.6 11.4 -47.9 , 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 : -89.2 27.3 -114.5 3 50 6.7 29.1 : 8.2 36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8. 16.1 -70.5 18.5 ' -81.0 23.8 -104.0 3 100 5.9 26.9 7.3 -33.2 8.9 -40.2: 10.5 -47.9 - 12.4 -56.2 - 14.3 -65.1 16.5 " -74.8: 21.1 -96.0 1 10 13.3 .14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 ' 13.0 -13.8. 16.0 -17.1 !19.4 -20.7.' 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 y 1 50 12.5 -12.8: 15.4 -15.9 -18.6 19.2 i 22.2 -22.8 26.0 -26.8- 30.2 -31.1 34.6: -35.7 44.5 -45.8 1 100 ' 12.1 -12.1 14.9 14.9 18.1 18 1 = 21 5 -21 5 25 2 -25 2 ' 29 3 -29 3 33 6 -33 6 43 2 -43 2 pill . . . . . . . . . . . i 2 IO .'13.3 -.17.0 16.5 -21.0 19.9 25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0, -47.3 47.6 -60.8 a 2 20 `.13.0 -16.3 16.0 20.1 119.4 24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 : -45.3 46.3 -58.1 $ 2 50 12.5 -15.3 15.4 -18.9 18.6 22.9 22.2 -27.2 26.0 -32.0- 30.2 -37.1 34.6 -42.5 44.5 -54.6 r 2 100 12.1- -14.6 14 9 18 0 18 1 21 8 ' 21 5 -25 9 25 2 -30 4 29 3 -35 3 33 6 40 5 43 2 -52 0 . . . . . . . . . . . . . . . . y ° 3 IO 13.3 -17.0 16.5 21.0 19.9 25.5 23.7 -30 3 27 8 35 6 32 3 -41 2 37 0 ` -47 3 47 6 -60 8 o at 3 20 13.0 16.3 16.0 20.1 '.19.4 -24.3 23.0 . -29.0 . 27.0 . : -34.0: . 31.4 . -39.4 . 36.0 . -45.3 . 46.3 . -58.1 3 50 <12.5. -15.3 > 15.4 18.9 18.6 -22.9-. 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 : 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -.15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 --43.9 52.0 -56.4 4 20 13.9 . -15.1 17.2 18.7 20.8 -22.6 ( 24.7 -26.9 29.0 -31.6. 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 93.0 -.14.3 16.1 17.6 !19.5 -21.3 - 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 : -39.7 46.6 -51.0 4 100 12.4 13.6 15.3 -16.8 !18.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34A : -37.8 44.2 -48.6 n 4 500 10.9: -12.1 13.4 -14.9 16.2 18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 =33.6 38.8 -43.2 3 5 10 14.6- -19.5. 18.0 -24.1 21.8 29.1 : 25.9 -34.7 30.4 -40.7.- 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 ; 17.2 22.5 20.8 27.2 : 24.7 -32.4 29.0 -38.0; 33.7 -44.0 38.7 -50.5: 49.6 -64.9 5 50 13.0 -16.5: 16.1 20.3 19.5 24.6 ` 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 18.7 18.5 -22.6 22.0 -26.9 25.9 =31.6 30.0 -36.7 34.4 --42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 14.9 16.2 18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -.33.6 38.8 -43.2 S a . SCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. e6 6 SolarMount Table 3. p„e,so (pso Roof Overhang Step 5: Determine the Topographic Factor, Eat Unirac Code-Compliant Installation Manual : U N I RAC' For the purposes of this code compliance document, the Topographic Factor, Kit, is taken as equal to one (1), meaning the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, Section 6.5.7 and the local building authority to determine the Topographic Factor. Step 6: Determine Exposure Category (E, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SEI7-05* defines wind exposure categories as follows: EXPOSURE R is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. EXPOSURE c has open terrain with scattered obstruc- tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone regions. EXPOSURE D has flat,. unobstructed areas and water surfaces outside hurricane prone regions. This catego- ry includes smooth mud flats, salt flats, and unbroken ice. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. 0~_ Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. U' U N I RACUnirac Code-Compliant Installation Manual SolarMount Step 7: Determine adjustment factor for height and exposure category, A Using the Exposure Category (Step 6) and the roof height, h (ft), look up the adjustment factor for height and exposure in Table 4. Step B: Determine the Importance Factor, I Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category description and the hurricane prone region status. Step 9: Calculate the Design Wind Load, prier (psf) Table 4.Adjustment Factor for Roof Height & Exposure Category Mean roof height (N aposu B C D IS 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, pner30 (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Topographic Factor, Kzt (Step S), and the Importance Factor, I (Step 8) using the following equation: pnet (Psf) = AKztlpner3o Prier (psf) =Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, It (ft) (Step 5) 1 = Importance Factor (Step 8) pner3o (psf) = net design wind pressure for Exposure S, at height = 30, I = 1 (Step 4) Use Table S below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series rail, rail span and foot spacing. Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. Table S.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Yanable Desrnpaoo Symbol Volue unit step Referen Building Height h ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind' Speed _ V mph 1 Figure I , Effective Roof Area sf 2 Roof Zone Setback Length a' % it 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pner30 I' psf 4 Table 2,3 Topographic Factor Kzr x 5 adjustment' factor for height and exposure category A X 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load ; paet psf 9 _ SolarMount Unirac Code-Compliant Installation Manual U N I RAC Table 6. Occupancy Category Importance Factor NumHu..kane Prone Regiann and Hurricane Pmne Regions Hurrimne Prone R, C.wq cou,o' Deskripaon BuildingTjpe Examples x ftkWod Speed,V= 85-100 mph, andA,ka gmo wM BaskWind SpedV>IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories 1, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 111 represent a substantial Day Cares with a capacity more than ISO hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-I, p. 77 an U N I RAC Unirac Code-Compliantlnstallation Manual SolarMount Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure. to determine the Unirac SolarMount series rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loads, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). 2. Obtain the Design Wind Load, pnet. See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Figure 3. Rail span and footing spacing are interchangeable. 4'ai/S pan or. L Foo tSpacn S 10 P (psf) = 1.OD + LOST (downforce case 1) P (pgfj = LOD + 1.Opnet (downforce case 2) P (psf] = LOD + 0.7551 + 0.75pnet (downforce case 3) P (psf) = 0.61) + 1.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) (Positivefordownforce, negative for uplift) The maximum Dead Load, D (psf], is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 ofASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 ofASCE 7-05 for more information. B e aV\eca` J\yC \Ao QerQ o tas\S c Note: Modules must be centered symmetrically on the rails 2*), as shown in Figure 3. If this is not the case, call Unirac for assistance. SolarMount Unirac Code-Compliant Installation Manual U N I RAC Table 7. ASCE 7 ASD Load Combinations D~r,pao~ umb bp.ft eesrl quaWida'(xs`rnrezil k. D.fm'.C.3 Dead Load D 1.0 z 4 nN x 1.0 x 0 xn s p` Psf Snow Load S 1.0 x + , 75 x + 0 f ( i'b 4 i sf ~ . a " p Design Wind Load Pnet r t E 1 9 X t~'i' t 0.75 x + i 1 Oaf ' Psf Total Design Load P sf p Note: Table to be filled out or attached for evaluation Step 2: Determine the Distributed Load on the rail, w (plf) Determine the Distributed Load, w (plf), by multiplying the module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w = PB/2 w = Distributed Load (pounds per linearfoot, plf) B = Module Length Perpendicular to Rails (ft) Step 3: Determine Rail Span/ L-Foot Spacing Using the distributed load, w, from Part If, Step 2, look up the allowable spans, L, for each Unirac rail type, SolarMount (SM) and SolarMount Heavy Duty (HD). There are two tables, L-Foot SolarMount Series Rail Span Table and Double L-Foot SolarMount Series Rail Span Table. The L-Foot SolarMount Series Rail Span Table uses a single L-foot connection to the roof, wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the Part III for more installation information. P = Total Design Pressure (pounds per square foot, ps) Table 8. L-Foot SolarMount Series Rail Span SM - SolarMount HD- Sola Mount Heavy Duty O U N I RAC Unirac Code-Compliant Installation Manual Solarldount Table 9. Double L-Foot SolarMount Series Rail Span SM - SolarMount HD- SolarMount Heavy Duty 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16 17 30 40 50 Step 4: Select Rail Type Selecting a span and rail type affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's responsibility to verifv that the buildin structure is strone enou¢hto support the Doint load forces Step 5: Determine the Downforce Point Load, R (lbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (psD (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (ft) divided by two. R (lbs) = PLB12 R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point 18 loads calculated according to Step 5. SolarMount Unirac Code-Compliant Installation Manual p U N I RAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P psi Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 /2 Downforce Point Load R' Ibs Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x it Rail Span L x ft Step 4 /2 Uplift Point Load R Ibs Table 12. Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force, R (lbs), requirements. /e" shaft,* Specific gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure - and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 f Southern Pine O.SS 307 Thread depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council, NDS 2005,7able 11.2A, 11.3.2A. Notes: (I) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS forWood Construction. *Use flat washers with lag screws. 13 :0' U N I RAC Unirac Code-Compliant Installation Manual SolarMount Part III. Installing SolarMount The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. Figure 4. SolarMount standard rail components. O Rail - Supports PV modules. Use two per row of modules. 6105-T5 aluminum extrusion, anodized. © Rail splice - Joins and aligns rail sections into single length of rail. It can form either a rigid or thermal expansion joint, 8 inches long, predrilled. 6105-TS aluminum extrusion, anodized. © Self-drilling screw- (No. 10 x 3/411) - Use 4 per rigid splice or 2 per expansionjoint. Galvanized steel. O L-foot - Use to secure rails either through roofing material to building structure or standoffs. Refer to loading tables for spacing. Note: Please contact Unirac for use and specification of double L-foot. © L-foot bolt (3/8" x 3/47) - Use one per L-foot to secure rail to L-foot. 304 stainless steel. Includes 3/8 " x V4" bolt with lock washer for attaching L-foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Note: There is also a flange type standoff that does not require an L-foot. O Aluminum two-peice standoff (4" and 7") - Use one per L-foot. Two-piece: 6105-T5 aluminum extrusion. Includes 3/8" x 3/4" serrated flange bolt with EPDM washer for attaching L-foot, and two 5/16" lag bolts. Q Lag screw for L-foot (5/16") -Attaches standoff to rafter. 0 Top Mounting Clamps ® Top Mounting Grounding Clips and Lugs Installer supplied materials: O Flange nut (3/8 - Use one per L-foot to secure rail to L-foot. 304 stainless steel. O Flattop standoff (optional) (3/8 - Use if L-foot bolt cannot be secured directly to rafter (with tile or shake roofs, for example). Sized to minimize roof to rail spacing. Use one per L-foot. One piece: Service Condition 4 (very severe) zinc-plated-welded steel. • Lag screw for L-foot-Attaches L-foot or standoff to rafter. Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. • Waterproof roofing sealant - Use a sealant appropriate to your roofing material. Consult with the company currently providing warranty of roofing. 0 [3.1.] SolarMount® rail components SolarMount Unirac Code-Compliant Installation Manual : ' U N I RAC [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. Figure 5. Exploded view of a flushmount installation mounted with L feet. Table 14. Clamp kit part quantities Modules End clamps Mid clamps W module clamp bolts Y. "x s/e'" safety bolts Y," flange nuts 2 4 2 6 2 8 3 4 4 8 2 10 4 4 6 10 2 12 5 4 8 12 2 14 6 4 10 14 2 16 7 4 12 16 2 18 8 4 14 18 2 20 Stainless steel hardware can seize up, a process called galling. To significantly reduce its ` likelihood, (1) apply lubricant to bolts, preferably an anti-seize lubricant available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, atwww.unirac.com. Table IS.Wrenches and torque Wrench Recommended size torque (ft-lbs) A" hardware IS hardware 30 Torques are not designated for use with wood connectors 15 . - dI U N I RAC Unirac Code-Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount® installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts. The length of the installation area is equal to Center the installation area over the structural members as the total width of the modules, much as possible. Leave enough room to safely move around the array during installation. Some building codes require minimum clearances around such installations, and the user should be directed to also check `The Code'. • plus 1 inch for each space between modules (for mid- clamp), • plus 3 inches (lih inches for each pair of end clamps). Peak b Low-profile m W High-profile mode mode Gutter Figure 6. Rails maybe placedparallel or perpendicular to rafters. 16 SolarMount Unirac Code-Compliant Installation Manual : U N I RAC [3.2.2] Laying out L-feet L-feet (Fig. 7) are used for attachment through existing roof- ing material, such as asphalt shingles, sheathing or sheet metal to the building structure. Use Figure 8 or 9 below to locate and mark the position of the L-feet lag screw holes within the installation area. If multiple rows are to be installed adjacent to one another, it is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed, following the guidelines in Figure 9 as closely as possible. Overhang 25% L max 25% of module Foot spacing/., width Rgil an "L" " r V I 7-r7 ~ I II II II ~ I f module i34 - ar ..._.....__J width (TYP) JL_ i INote: Modules must he Lower roof edge Rafters centeredsymmetricaliy on the ' (Building Structure) rails (+/-2*). If this is not the r case, call Unimc for assistance. Figure 8. Layout with rails perpendicular to rafters. Installing L-feet 25% of module width 50% of module width Drill pilot holes through the roof into the center of the rafter at each L-foot lag screw hole location. Squirt sealant into the hole, and on the shafts of the lag screws. Seal the underside of the L- feet with a suitable sealant. Consult with the company providing the roofing warranty. Securely fasten the L-feet to the roof with the lag screws. Ensure that the L-feet face as shown in Figure 8 and 9. For greater ventila- tion, the preferred method is to place the single-slotted square side of the L-foot against the roof with the double-slotted side perpen- dicular to the roof. If the installer chooses to mount the L-foot with the long leg against the roof, the bolt slot closest to the bend must be used. Lower roof edge Rafters (Building Structure) Foot Overhang 25%L max Note: Modules most he tenuredsymmetricatly on the rails (+/-2•). If this is not the case, call Unirac for assistance. Figure 9. Layout with rails parallel to rafters. f) U N I RAC Unirac Code-Compliant Installation Manual SolarMount [3.2.3] Laying out standoffs Standoffs (Figure 10) are used for flashed installations, such as those with tile and shake shingles. Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more mate- rial than required for the flashings to be installed properly. The standoffs must be firmly attached to the building structure. Overhang 25%L max-t r FOOL sp acing/ 25% module width h d y d Span_ L eac en 1W, oI I' wdtho(TYP) Lower roof edge IR- Rafters-1 (Building Structure) Note: Modules must be centered sym metricallyon the rails (+/-2q. If this is not the case, call Unirac for assistance. Figure ll. Layout with rails perpendicular to rafters.perpendicular to rafters. Overhang 257 of module width (;P) 50% B typical, I I / I u aio I FO~OT spacing/ Y-7/16" ~'I Span "L" I ; I I I I ' Overhang 25% L,max Lower roof edge I Rafters (Building Structure) Note: Modules must be centered symmetrically on the rails (+/-2*). If this is not the case, call Unirac for assistance. Figure 12. Layout with rails parallel to rafters. If multiple high-profile rows are to be installed adjacent to each other, it may not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines of Fig. 12 as closely as possible. Installing standoffs Drill 3/16 inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two 5/16" lag screws. Ensure that the standoffs face as shown in Figure 11 or 12. Unirac steel standoffs (1 5/8 " O.D.) are designed for collared flashings available from Unirac. Aluminum two-piece standoffs (1 1/8" O.D.) take all-metal flashings, also available from Unirac. Install and seal flashings and standoffs using standard building practices or as the company providing roofing warranty directs. 18 SolarMount Unirac Code-Compliant Installation Manual U N I RAC [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 13) before mounting the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. Although structural, the joint is not as strong as the rail itself. A rail should always be supported by more than one footing on both sides of the splice. (Reference installation manual 908.1, Splices/Expansion Joints.) If using more than one splice per rail contact Unirac concerning thermal expansion issues. Mounting Rails on Footings. Rails maybe attached to either of two mounting holes in the L-feet (Fig. 14). Mount in the lower hole for a low profile, more aesthetically pleasing installation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the''%-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 8, 9, 11, or 12, whichever is appropriate. Aligning the Rail Ends. Align one pair of rail ends to the edge of the installation area (Fig. 15 or Fig. 16). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters (Fig. 15), either end of the rails can be aligned, but the first module must be installed at the aligned end. If the rails are parallel to the rafters (Fig. 16), the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. Edge of installation area ,ff Figure 15. Railsperpendicular to the rafters. ~u~ti r rosV~~ Figure 13. Splice bars slide into the footing bolt slots of SolarMount rail sections. Clamping bolt slot Mounting slots Footing bolt slot Figure 14. Foot-to-rail splice attachment Edge of installation area Figure 16. Rails parallel to the rafters. (L) U U N I RAC' Unirac Code-Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre-wiring Modules. If modules are the Plug and Play type, no pre-wiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J-boxes, each module should be pre-wired with one end of the intermodule cable for ease of installation. For safety reasons, module pre-wiring should not be performed on the roof. Leave covers off J-boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation.. If there is a return cable to the inverter, connect it to the first module. Close the J-box cover. Secure the first module with T-bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig.18). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft His). r- boxes Figure 17 1/2" minimum End clamp Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J-box cover. Turn the second module face up (Fig. 17). With T-bolts, mid-clamps and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 19). For a neat installation, fasten wire management devices to rails with self-drilling screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 18). Figure 18 Check that all flange nuts on T-bolts are torqued to 15 ft lbs. Figure 19 Figure 20. Mid clamps and end clamps for lipped frame modules are identical. Aspacerfor the end clamps is necessary only if the lips are located high on the module frame. - 20 SolarMount Unirac Code-Compliant Installation Manual U N I RAC [3.3] Installing SolarMount with bottom mounting clips This section covers SoluMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. Figure 21. SMR and CB components Table 16. Wrenches and torque Wrench Recommended Stainless steel hardware can seize up, aprocess size torque (f<-lbs) Q called galling. To significantly reduce its hardware 15 likelihood, (1) apply lubricant to bolts, preferably ''/d' hardware 30 an anti-seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, Note:Torque specifications do not apply to lag bolt and (3) avoid spinning on nuts at high speed. connections. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. UN UNIRAC UniracCode-Compliant Installation Manual SolarMount [3.3.1] Planning the installation area Decide on an arrangement for clips, rails, and L-feet (Fig. 22) Use Arrangement A if the full width of the rails contacts the module. Otherwise use Arrangement B. Caution: If you choose Arrangement B, either (1) use the upper mounting holes of the L-feet or (2) be certain that the L feet and clip positions don't conflict. If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports - either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a professional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Leave enough room to safely move around the array during installation. The width of a rail-module assembly equals the length of one module. Note that L-feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Distance between lag bolt centers 7 2" Distance between module mounting holes PV module Module bolt Clip Rall L-foot ,Lag bolt Distance between lag bolt centers U4" 1/4" Distance between module mounting holes 0 Figure 22. ClipArrangementsA and B /22),. SolarMount Unirac Code-Compliant Installation Manual U N I RAC' [3.3.2] Laying out the installing L-feet L-feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L-feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that footing bolt slots face outward. The single slotted square side of the L-foot must always lie against the roof with the double-slotted side perpendicular to the roof. Foot spacing (along the same rail) and rail overhang depend on design wind loads. Install half the L-feet: • If rails are perpendicular to rafters (Fig. 23), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 24), install the feet for one of the rails, but not both. For the L-feet being installed now, drill pilot holes through the roofing into the center of the rafter at each lag screw hole location. Squirt sealant into the hole and onto the shafts of the lag screws. Seal the underside of the L-feet with asealant. Securely fasten the L-feet to the building structure with the lag screws. Ensure that the L-feet face as shown in Figure 23 or Figure 24. Hold the rest of the L-feet and fasteners aside until the panels are ready for the installation. R ft - a er s,, - - ~x InstallL-Feet First Blocks Instal l L-Fee t Second rtgure ear. Layout wan rafts paratiet to rafters. CA)_ rtgure as. Layout wttn raus perpeaatcutar to rafters. M" U N I RACUnirac Code-Compliant Installation Manual SolarMount [3.3.3] Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 21, page22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier. Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15-foot-pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self-tapping screws. [3.3.4] Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. Unirac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L-feet. Slide 3/8 inch L-foot mounting bolts onto the rail and align them with the L-feet mounting holes. Attach the panel to the L-feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 25). Clip slots Mounting slots Footing Flange bolt slot n • Mount in the lower hole for a low, more aethetically Figure 25. Leg-to-rail attachment pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. Slide the remaining L-feet bolts onto the other rail, attach L-feet, and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into the roof. Install lag bolts into remaining L-feet as described in "Laying out and installing L-feet" above. Torque all footing flange nuts to 30 pounds. Verify that all lag bolts are securely fastened. SolarMount Unirac Code-Compliant Installation Manual U N I RAC [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. UGC-1 To , 4 mounting „ cd 8 clamps &e ;4,ti} a w Module I I $ T -bolt Nib l I Figure 26. UGC-1 grounding Y / ~ CO n 'm UGC I x^ i'--~n dip into top p moon l i mounting Us / J~/ US a+ l~. ace ace o Torque modules in place on top top of f coom.m. w clip. Nibs will penetrate rail owd ucswa disT ization and create groundingpath through rail (see Fig. 3, reverse side). SolarMounIO rail (any type) Figure 28. Place grounding clips, lugs, and copper wire (6-10AWG). Place a loop in the wire around splices to prevent tension. Be sure wiring between rails is not taut. KEY ❑ PV d l mo u e o SolarMount rail (any type) Rail splice x Grounding lug M Grounding clip - Copper wire rn 1-1 n *111 :111 U N I RAC Unirac Code-Compliant Installation Manual SolarMount 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded. The Finish Warranty is VOID if the practices 0 specified by AAMA 609 & 610-02 -"Cleaning and Maintenance for Architecturally Finished Aluminum" (wwwaamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall beVOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unimc's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. E" U N I RAC 1411 Broadway Boulevard NE ■n Albuquerque NM 87102-1545 USA ...~' WH(~r",/ ~ 0 " " U ~ COL.ORF\CP DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Building Permit Number: Date: Property Owner: k.:C, Property Address: '-{ () ;;"-' Contractor License No.: Company: Stc.-~'---" ,Q rJ r ...;....'v.......-..........-.....-"-'" r?'lA<-! . I . N:, wc.. <<-<- v-i; .-.-- Phone: '"1'.]. -s. . -I 2./ - 170(; ,~ ? I [-I >i..tCi lJv Phone: OWNER/CONTRACfOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNERXCON1RAcrORjo SIGNED ;;~ '-it ) , '<:')"1 f4.--"1I"--,..--",-. Construction V alue:$ /,J-tJ O!!Y- Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ 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 orrestrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree, to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. DATE l{. 7' () L Description: t-Vr' ~'14-<{.L h' .'- t'cd4 C/l-~--t..-~t--l--I 2 () 0 e-t.-? f ~.:J-< -L.-t:.--,-,-_.c::.-(__ /-u !---?--J-<'- ?-~--1 BmLDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of!he 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 pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, anew permit maybe acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has Ilotexceeded one (1) year. Tfchanges have been or ifslIspension (If nhandnnmenr exceeds one (1) year, full fees shall be paid for a new pennit. (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 lnspectortwenty-four (24) hOllrs in advance for all inspections and shall receive written approval on inspection card before proceeding with Sllccessive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector 6 SIGNED DATE No work ohnymanner shall be done that will changethe Datural flow of water' causing Ildrainage problem. Contractor shall noUfythe BuiIdlng Inspector twenty.four (24) hours In advance for aU IrI.'lpectionsand sban receive written approval on.lnsp~ proceeding with successive phases of the job. or the approj;!l.oHIl'1tW~d specilicatioilsshall not be construed to be a pemrlt 'oodes,patiY other ordinance '. rule or regulation. for, nor an approvalof,any viola I; / (/) }r 4 5 If this pennlt expires, a new permit may be acquired for a fee of one-halCthe amount normally required, provided no changes bave been or wi original plans and specifications and any slISpensioD or abandonment has not uceeded onie (1) yellr.lfchanges lire made or If suspension or a exceeds one (1) year, full fees shall be paid for a new permit. (; This permit was Issued in aa:ordance with the provisions set forth in your application and Is subject io the laws Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances oftbe City. not days from Issue date or (B) the building authorized This penult shall expire if(A) the work authorized abandoned fora period of 120 days. commenced within silty (60) of the State of Colorado and (OWNER)(CONTRACTOR) I hereby certify that the setback distances proposed by this pennlt application are aceul'IIte, anddo not violate applicableordinanecs, rules or regulations, ofthe City of Wheat Ridge or covenantS, eBllements or restrictions ofrecordj that aU meBllurements shown, and aUegatlons made are accurate; that I have read and agree to abide by aU conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C.) and aU other applicable Wheat Ridge onHnanccs; for work under this permit. SIGNED DATE Units: Occupancy: IZoning Approval !Suilding Approval Walls: Pending Field Inspection Name IAffordable Deck Plus 1 IAUTHORIZA TIONS IType Use Tax IPlan Review Fee IPermit Fee ITotal Fees FEES Fees Roof: Stories: CONTRACTORS R-1/KS: ok 1 Notes 1 IDue ]$81.00 ]$94.06 1$144.70 ]$319.76 ] - - Paid - $81.00 - $94.06 1$144.70 1$319.76 I 1 !Phone 13034202672 I I ]Approved I ]5/18/2005 Sq Feet: o Description Deck ~ i' Jru;a ""0 1:.J"~,,c: e """', fii :"~'S "" 00" F' '" . 'bL) t:: &:l",,~'s;:-r:: c:: :a,,'S,'.,f2 .;::;:..2 ~ :3:1;5, ~'_}i u g,c:,ut-" r.; ..s (l;f gr5_'i.3"o "'" Ul r.:;'.... >" .~. ucS ct' g. a:c::.E J!! o_o7)g.:i..:t ;;eo:oE:> .5 C'i~ ,'''''!).! (f),-crJ,,'::,J ,rn..-"tJ.........' {.) iDSE '"C,g ~:, u J c. ",,"" " fn~ eo'!:: - @..5 , ,~:._;:t:-9-'~ A!L' ,"~ :irCflQ:,,- 1P\IIlI.2l"c:...,t::,vE j'ti] ~::!~ Ii '" "." ,~ .' 'a,:;~E fi l!l_ 0 "" " lS8o.c:",;:;,~"" ......~1:L~,~. :~ b Iii 6.q.-g :3 ~.. ~U' c:;!:: , , 8<~ ~.i fr' :.l :::''''~,tl1 OWNER: Kate Braman PROPERTY 4030 Field Dr Residential Unit: Add Structure BuildingPermit CITY OF WHEATRIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Inspection Line 3D3-234-5933 18733 Permit Number 5/19/2005 ~' WH(~>..~ ~ 0 - " U M C'OLOR,.QO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE. 303.234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permit Number: Date: Property O\Vl1er: -t<o.~ Pwperty Address: <<1030 Contractor License No.: .~V\ y,,- ~ 'd\ 'VI? Phone: Company: -A~~~'o\<.._ 'iJ'(tt~ V\J..') Phone: ~-{i2.0-Z0 2.. Buildina DeDt. Valuation Figure: $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations 01 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 u,1der this p!!rmit. Plans subject to field inspec~on. IOWNERXCONTRACTOR)SIGNE0111~ ~~ DATE ~-'3- (QWNER}(CONTRACTOR):PRINTEO DATE Use of Space (description): ~ r(-<- Description of work: Value:$ Permit Fee:$ Plan Review Fee:$ lJse Tax:$ Total:$ o Sq, Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ~ONING COMMENTS: v<) Approval: f..Y zoning:'g_1 ~ nv$/'.cC'T/tJwS .k- CJ.5=/,!?rCU5 BUILDING COMMENTS: /J j ,F/eL.o Approval: ~"v:L.rtV 0 / /V'c...;;: PuBLIC WORKS COMMENTS: Approval: b1RE DEPARTMENT COMMENTS: Approval; !occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this panni! expires. a new permit may be acquired for a fee of one-half the amount normalty required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year. full fees shall be paid for a new pennil (4) No wort< of any manner shaH be done that will change the natural now 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 pennlt or the approval of drawings and specifications shaH not be construed to be a pennit for, nor an approval of. any violation of the proviskJns of the building codes or any other ordinance, law. rule or regulation. All plan review 15 subject to lleld Inspections. Chief Building Official ON SITE PLANS ,MUST BE ON SITE FOR PECTION ,.-.---- DING OFFICIAL w Id . BuIldinG Depa er'lt Approved (}:;'-//-#,)" OAT VaIidiIy 01 penNt __ 01...... arlllllfOVlll of pl 5. 'I'.,gjjcatiO"S SId ~ IINI nat be ......IDr, or an approval ( "nf viola!' " !O lIlY 01 \he pawlIioU' 01.. ~ cod. 01 of any e,,\ ,'dinlncp' PermIlJjlIeIlIIringlo~lIIlIloIIIytoYiOI"Por",-pl!hf 'oviII!r\' · IUldlngCXldllara\heronlnanrp- "P /,aU ~"1I~ !l(l ~ ~ "~ ':10 l, \ V l ~~~ ~~~J~ CD 1 ~'" 3&' 'iLl' '? ~ IS' .... ISa ~ w...~ \ 59 5)' idge Building npoartment pproved pJf~~~ ~~t l0~~'J.~e.. CO I ['lING OFF! ~ u^,n; 'Jalld,1 t permll T Issuance 01 a permit or approval 01 plans. srOOlica!;ons 'Ild com Ii c;halJ n0t re J Pf'fmlt for Of an apprMaI oj. ;m, virtl"\flJn 10 any of the provic;ion" 01 thp bUIlding code vr of any City ordman(f~~ 'ermits presuming :0 givp aulhmily In viol~:e or r.ilncel the provisions at the bllitc1ir'lg cod~s 01 otller ord'nant es 01 the City shall not be vahd, ~~06~~~~ 6'12. 6G C\ro.~e... ~~Cj~ ':2;~6 \.- ~ c). c... . s I Q~~~ J&" D.C. b .-Jt <-- 7'-C'-7 ::2'j.B~\(.. ~ "-,,, ) \ \\ '7' b" \ ~7' b \' ~ ,\ ~ 7" -7 \ ~i<k. L..h\ ~ I .~ Single Family Residential Uncovered Decks and Porches DIrections 1. Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please print legibly, 2. Indicate tn the check box which detail from page 3 will be used, ~~ +-r, Id 36 inch high guard wrth balusters spaced so that a 4 Inch diameter sphere cannot pass through Attach decking with non corrosive fasteners etall B Alternate Detail B1 ..J Alternate Detail B2 (see pagfl3) Conditions such as attachment to cantilevers or veneers may require Engineer's approval Finished rade Note: If an exit or egress from the existing building passes under the proposed deck, or iI there is an existing patio under the proposed deck, a minimum ctear headroom of not less than 6ft. Bin. must be maintained under the beam. ptease indicate qpenings in existing walt. decking Q.)!b ~ '2~~ 2x joists spaced _" apart (example; 2 x 10" spaced 24" apatT) LZL_2..-x..D..beam (example: (2) 2 JI 10. 5H detail B) rim joist (example: 2 x10. seeAltemale 81 & 82) c;;- 15 c: '" '" .e c:: E .~ a:> u: <0 8 ;j:\,~; ":F<:' Note: A plot plan (plan view) showing the dimensions of your project or addrtions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions. your plot plan must also show other details such as pOSllocations and spacing, joist and beam spans. and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the International Code Council as a baste plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety tor additional requirements. 2 712J02RAH '~-~--'::"==-:""'.~'~'-':'-" ~. ~. "~ ~...!!'._~