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HomeMy WebLinkAbout4290 Newcombe StreetTo: City of Wheatridge Building Department Page 2 of 2 2018-04-23 20:57:55 (GMT) 13034791643 From: Diamond Exteriors 7�City of [1 c3 ge City of Wheat Ridge Municipal Building 7500 W. 29`, Ave. Wheat Ridge, CO 80033-8001 7~_ 303.235.2855 l : 303.237.8929 Refund Application Complete this application in its entirety, attach all. copies of permits, permit tardy (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 clays after permit issuance. !Applications received afttzr 184 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to. City of Wheat Ridge, Alin: Building Division, 7500 W. 29h Ave., Wheat Ridge, CO 80033. Company N ame/Name (to whom check should be made out to):� _ - 1 LI Address: 1-. �._. M _ City: � _ State:- --Zip. iT) Phone -LO �.u.._Fax£mail: 1C,w�UCi�.cr� Pe rmit 0 L Permit Address: 4) qr� Reason for request: Printed Name: ",�+�_ Sign e: Date: -Z For office use only Tbis re�ques�has been: D Approved / Dehied l teid Amount: ed by: late: �`"f J , �vrr�v,ci.yshcztritl��. ea.as City of Wheat Ridge Residential Roofing PERMIT - 201704191 PERMIT NO: 201704191 ISSUED: 07/17/2017 JOB ADDRESS: 4290 Newcombe ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install 30 year dimensional asphalt shingles - 18 sq (14 sq pitched / 4 sq flat) *** CONTACTS *** OWNER (720)318-3346 BULK JOHN SUB (303)517-2040 Douglas Smith 090245 Diamond Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,800.00 FEES Total Valuation 0.00 Use Tax 163.80 PAID Permit Fee 172.60 ** TOTAL ** 336.40 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 1, i, ) � City of Wheat Ridge Residential Roofing PERMIT - 201704191 PERMIT NO: 201704191 ISSUED: 07/17/2017 JOB ADDRESS: 4290 Newcombe ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install 30 year dimensional asphalt shingles - 18 sq (14 sq pitched / 4 sq flat) I, by my si nature, do hereby atte at the work to be performed shall comply with all accompanying approved plans and specifications, applicable o , a applicable municippal codes, policies and procedures, and that I am the legal owner or have been authorized by the owner of the prop nd am a prized to obtain thispermit and perform the work described and approved in conjunction with this rmit. I further attest that y authorized .tc Jude all entities named within this document as parties to the work to be p ormed an that all work t per o di isclosed in this document and/or its accompanym approved plans and specifications. Signature ofi ON)*ER__etr CTRACTOR (Circle one) Date 1, This permit .issued bas d on the inf ation provided in the permit application and accompanying plans and specifications and is subject to the compliance th cuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original ermitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issu granting of a permit shall n t be construed to be a permit for, or an approval of, an violation of any provision of any applicab e n ordtti'or re t n 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. Dane Lovett 714 Z 1^ From: no-reply@ci.wheatri dge.co.us Sent: Friday, July 7, 2017 12:12 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 4290 Newcombe St John Bulik 720-318-3346 Field not completed. i,& i,_q "VV Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Diamond Exteriors Contractor's License 090245 Number (for the City of Wheat Ridge) Contractor Phone 303-517-2040 Number Contractor Email Address diamondexteriors@yahoo.com Retype Contractor Email diamondexteriors@yahoo.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing 30 yr dimensional shingle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 14 material selected above? Does any portion of the Yes property include a flat roof? If yes, how many squares 4 on the flat roof? TOTAL SQUARES of all f 18 roofing material for this project Provide additional detail house only here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 7800 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Doug Smith Email not displaying correctly? View it in your browser. 3 Licensed and Insured 20 Years Experience E-mail: DiamondExteriors@yahoo.com ' www.DiamondEsteriors.com lr— ° NAAoH JOB ADDRESS CITY AND STATE INSURANCE CO. THIS IS AN AGREEMEIT AND CONTRACT' construction practices unless otherwise specified. is the etire agrcemrnt DW,0141� bcARHORS HOME PHONE _ CELL PHONE ZIP 33 BILLINGADDRESS 3615 S. Kipling St. Lakewood, CO 80235 Ph# 303-517-2040 Fg# 303-479-1643 Vz j CLAIM #. CX f / 5 0 (Y { jD y MORTGAGE CO. Jr DIAMOND EXTERIORS, HEREIN CALLED LED CONTRACTOR, AND HOMEOWNER Contractor agrees to pmfatm des"ibcd wmie I& Homeowner in accordance with awn ietamis as to any otha specifications shall be shown hereto and made made a part Any prior repaese tatioac not included herein, do Trot survive the execution of this contract as t ®'Recover Roof With _j- 6 7e 111A4-LAK1QAtA I- Btlean up and Haul Off Roofing Debris 51-F IITA T 00Clean Gutters of Roofing Debris 219A lor of Shingles 1 1t1t TwOD� t it fi la 1 ErTear Off all Layers i�facturers'- IVa (i ^� arranty tip / >�?71rtO Year; {fir < Y'Guarantee on Craftsmanship �Z�i� Years ❑� �151b Felt Paper 13391 Felt Paper r/ SYn1-r�i L 91fe-move and Replace ALL hail damaged items as specified b id'Vall to Code Requirements insurance adjusts" for amount specified by insurance cal Edging to Code Requirements adjustment is and Pipes to Code Regllil i Li c - u S« �l ey and/or Skylights Reflashed Ig C rcmi Fagfgr� r ❑ Open Soffit Closed Soffit G°c wt M cC t Y �, t� vlecs v i ettiE HEREY PROPOSE to furnish labor and materials comlete in n -Of $ AA,DunrrS-J�!,�T/ i�f� ►'e s -t'(� s �.1 t-rlt��: the OOVP specifications for the :Ai A -A _ DAMAGE Should Homeowner become aware of damage to Homeowner's property by Contractor_ his agents or employees; said damage should be brought to the attention of the Contractor prior to the Gare of If Homeowner fails to nodly Contractor of said damage within five working days ofoe auence, then Homeowrxr shell waive all rights against ConhacW coacettung said damages payment for the wOrk m question. INSURANCE - Homeowner agrees to assign Contractor all rights Homeowner has in any Casualty and Homeowner's hmranee shouU some be available toward olio payment of wort performed by Contractor tot to exceed the amount ofbis contract prier. Said assignment shall not relieve Homeowner of his obligating, to pay in f dl per the terms and conditions oftWc ntracL - DELAYS Homeowner hereby acknowledges that Contractor may be subject to delays occasioned by inclement weather, labor dispttes, and material snup*sbWagcs vduch we beyond the comml of the Contractor and Homeowner hereby accepts any delays occasioned by one or all of these ciueummstanm Should any a�ag payments not be made according to *agreed payment sclneehdq,or if savifactoty ln�'rangemcnts for payna na are not met, Diamond Exteriors reserves the righ to stop act work until such time that satisfactory payment avwgerr eras her a Gees gado ACCESS TO WORK Homeownerg— the Contractor full access to entire ponmcter of building for staging and of work unless otherwise agreed. Diamond Exurims will not be liable for or work ores and for delivery of materials. any damage o soft defectiveoiriveumys due to staging SUPERVISION AND QUALITY CONTROL The Contractor shall supervise and direct the work, using his best ske7! and attention. The- Contractus sW be solely respournble for all codstructiou metes, methods, tochniques, sequences and procedures and for con ractrng and perfarinq all portions of the work and quality control under rnntract. - INSURANCE NEGOTIATIONS It is understood and agreed that Diamond Exteriors is empowered to contact Homcowmet' s hrrminee company and nied with then r ya in Order to negotiate the payment and to discuss the on the laoperty. Diamond Exteriors removes the right o lik her supplemental items due to defit�meu5 m "' rzpeir a replacement work o be done agrees o provide all necessary documentation for claim and all a', Vie- Thiscmhxt a entitled o overhead and profit benetil.s when and where applicable. Homeowner also pertinent doct®entation to feer`Ii payroesi6orn insurance tat> artdtor mortgage company. BUYER'S RIGHT TO CANCEL xantwwoer may cancel this contract by providing and Diamond Exteriors receiving written .officcpno" o mgbf Off: dlkdbosiness day alter the tate of this contract All other cancellations will be subject to a cancelhttior tae arSI500.00 or 15% of wntra dcd work not yet complMc� whidova is greater Homeowner fug,heragteestba vrmk nigtyrt eott mdrdes any applicable overhead and Homeowner o res should H®neowner caned this contract for any tease prior o the initiation of any of the couhacted "suo*aiiaefi "are the sole property of Diamond Exteriors PrOfd. pay Contractor the canceller PAYMENT Homeowoerhereby agrees that if the amounts due and owing thereunder are not paid when due; Hem shdi be Batik to pay all costs ofcollectie, including but not limited to; reasonable attom yfecs and cols which amounts, togs with all sums due and owing hersunder, shall bear interest a 1.5% for per mwfi. W.4RRANTY _ Labor Warranty does not induce damage caused by lightning, gale (50 mph) race winds hurricane, tornado, halstoma impact or foreign objects, or other cracking sue to seWeroent, distortion, fuhue or cracking ofwalls or fmmdation of the ba'ld'ing. This labor warranty is mntssrst'emabk. Punch items and repairs are covered trader warranty. Withheld atttiiuuts for repairs and completion will not be related to, associated with or compared to any or standing balance. ]ionic - owner agrees that the retained amount for any and all completions or repairs will not be greater than the cost of the items required for compiedm or repair. Homeowner agrees that any aforementioned not raccitsd. Homeowvcr agrees that any aforementioned warranty is void when Homeowner allows another contractor to complete or repair work performed by Diamond Exteriors, Warranty is void ifpaymeat in full is This amount includes!y-CW0nSidP-e me* s deductible as well as overhead and profit Terms applicable to replacement cost owverage policies only. If Homeowner has non-recoverable depreciation Homeowner agrees to f--cket those amounts to Diamond Exteriors. Homeowner is responsible to pay for any required code upgrades not covered by insurance company. Payment Terms: n check ate of contra ACV cher pont of , balance upon completi . • ❑ other A t .:e cher pa o Diamo hors. Any payment made with a credit card will be charged an additional 3% cont A O ED PRES IVE �URCHASERR`S SIGNATURE EMAIL :e fee. � -1 DATE MANAGEMENT APPROVAL PURCHASER'S SIGNATURE EMAIL DATF. .►�f r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line •; (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type _s F; r Job Address Permit Number o No one available for :insnection Time AM /PM i r Date: Inspector: DO NOT REMOVE THIS NOTICE z tE 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type / /C> Job Address cc Permit Number r + n r.` v f 4 City of Wheat Ridge r Residential Solar PERMIT - 110115 x PERMIT NO: 110115 ISSUED: 02/07/2011 JOB ADDRESS: 4290 NEWCOMBE ST EXPIRES: 02/07/2012 DESCRIPTION: Installation of 3.68 kw roof mounted PV system * ** CONTACTS * ** owner 720/318 -3346 Reulah Miller GC 303/420 -5009 Sean Murphy 08 -0229 SolarTek Energy of Denver Inc sub 303/355 -9745 Paul B. Hunt 02 -2026 Triple HHH Contracting & Suppl ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0802 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 18,400.00 FEES Residential Solar 500.00 Total Valuation .00 ** TOTAL ** 500.00 a Conditions: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described ar+i1 approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named wit; / /,, n�� this document as parties to the work to be performed and that all work to be performed is disclosed in this document an or its' accompanying approved plans and specifications. 7--7- Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of anj applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field in e io Signature of ief ilding Offical Date INSPECTI• REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of WheatR dge- COMhAUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Vc Date: Plan# Permit # Pb0 r s 2 90 Ne.l1 Com62 5-� a2 r ,) L4- IZtc6m I Co SO Property Owner (please print): jk Q „ 10 4� M i J1 e (- Phone: 720 - 318 - 3316 Mailing Address: (if different than property address) Address: SwvLe City, State, Zip: tiri raetor: S e� ar TF l� E nzra to o� tSfln.t 2.r . Inc, Contractors City License #: Q $ p 22 C( Phone: 30 — y Zy - 7-00 Plumbing: City License # 02-1-0 y(p City License # - it �- 1r%s4,,tla4ron of 3.6$ ki.1 p1 ol�ao(J� sysJo.,, .{o r . Mechanical: City License # J Y �J $ ontra 8 a YoO .00 I `= t Review Fee (due at time of submittal): 600- ro, quares BTU's Gallons Amps Sq Ft. I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, riles or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations trade are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ON (O ) (CONTRACTOR) or (AUTHORIZED REPRESP.NTATIVE) of (OWNER) (CONTRACTOR) PRIN'P NAME: SCwn 111 v rAki n SIGNATURE: / DATE: Z -`f - Ii Bldg Valuation: $ f9,. °W.-&9 SUB - CONTRACTOR AUTHORIZATION FORM Project Address: Y 2 qo Permit #: General Contractor: se i� 7 tc E , d f p e , , I Electrical Contractor Company Name: 414 C6 +; .Phone #: (99:7 7 5 S State License #: y Master #: 2 5-8-g `7 Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: Signature of Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: Signature of Authorized Agent Date *This application must be signed by each sub - contractor confirming the same. ANCHOR ENGINEERIN INC. 4 303- 783 -4797 •3303- 830 -9133 FAX %• January 3, 2010 SolarTEK Energy 1767 Denver West Blvd., Suite A Golden, CO 80401 Attn: John Bulik Re: Structural Engineering Review Letter Project: Miller Residence 4290 Newcombe St., Wheat Ridge, CO 80033 Dear John, Wheat Ridge Building Dept. vo.._ pfs 1 1 Date: This letter states that Anchor Engineering, Inc. has reviewed the roof structural framing for the above listed residence with regards to a planned solar PV addition to the roof. A minor modification is required to the roof rafter framing. With that modification we have found the roof structure to be adequate to support the code - required dead and live loads, including loads from the planned solar PV addition as configured in the attached drawing. A jobsite observation of the condition of the existing framing system was performed by personnel from SolarTEK Energy. Our review of the existing framing capacity was based on this jobsite observation and on a solar panel framing layout (attached). This review pertains only to the portion of the roof structure at the proposed solar PV array. Design criteria: • Roof design snow load = 30 psf • Wind load = basic wind speed of 110 MPH (3- second gust) at exposure C. • Roof structural framing = 2x6 roof rafters @ 24" o.c., roof pitch = 18 degrees. It is required to add 2x4 intermediate braces @ 48" o.c. as shown in attached sketch SD -2 on both sides of the roof in the area receiving the proposed solar PV array. • Solar racking system = Unirac SolarMount rails (2 per module) as shown on the attached drawing SD -1. Rails supported by Quickmount standoffs connected to the roof framing. • Connections to roof = (2) 5/16" dia. x 3 1/2" lag screws per standoff. • Solar modules = Astronergy 230 modules. The capacity of the roof structural framing to support the additional gravity loads imposed by the solar racking system and modules has been reviewed in accordance with ASCE 7 -05. The capacity of the solar racking system and connections to resist the,win&and gravity loads has been reviewed in accordance with ASCE 7 -05. �. Should questions arise, or if further information is required; ;please contact our I Sincerely, ­4 Anchor Engineering, Inc. Reviewed b 1 3327 ' Work shall comply with the ty : ; < following codes: 2006 IRC, 2006 �p� •, [131 ��i C H. Sully Sullivan, P.E. IEC , & 2005 NEC. David A Poe;'IV1 Project Manager Principal A DES}GNING DENVER AND BEYONDW 3611 BLAKE STREET DENVER, CO 80205 WWW.ANCHORENG.COM APPROVED Subject to Field Inspections ~ Y!F{E7T Wh t Ridge B adding Deparf rent ,oa proved 4 L g D $ 1K I CIAL DATE Validity of permit:. The issuance of a permit or approval of plans, specifications andeomputationsshall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Pofmits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. V Q c A u ° o o � W � Z F Z O ¢ � N _ M _ ---4 c) m O 0 o y., ' z Q E E O � t � ❑ E E � U j l a E W m FQy � .M.. m E V §k G §)� \[ . . \. � CD A e . j.\ ... _ » / / } / k ° . � / . _ . k\' / _ » o �. � \\ \\ \ A . �.. / . � G §)� \[ . . CD A e . ... 7 §� MI »®§9!$2q#q;;g7 e��q= lm =� 2,- , - , ■a�«m:O;% e`|re,,m; ; ! |§! / @ §,wlmq§ §e =)z� °`r,, *: ; ` 77 7 O ■2= °k= -m> 2 |2,0 o CWO— m; ;� +9mm§ ;n»mm� § moEz, »r»;=K�m 00 ; ,! MPG zo,_B;A! « |m - ©,§2 2: m ;! ° n- -`- ,. -*-2.= 2, A/ { { o A >ZM,WQ )) ; 9r %;� §ee !�§!Q" M ;w m �§ k § kik( ��o ( %])!§ mk % !(� ° �k;m / ) °) /® m § $4 w \� <■ §�< #� q | / ? a Z ■ § | i $ k , m }®§ & _ ` ■ em; e 2 § ,)§`) OD � k ■ � . § $4 w \� <■ §�< #� q | 96 - 230 welt panels 3.6" 2 - SNOW HFUS- 30- 240vac Inverters PV /grey WalgM: galls (solamrount) .S x 907° = Me Flashin0s <I b x 32 = 321bs Solar Panels 42.b46s x 96 = 6M.64t* Total Array W*M = SM64bs ProvW& 2 SoWdAmW Halls per Mo" Slstr" spectg =4' wiz. MMmt 0 AsTaonergy A CHNT COMPANY 215 220 First PV company in mainland China to use Manufacturing Execution System in .solar cell production. The equipment and manufacturing processes are strictly monitored using Statistical Process Control to ensure top - performing, high - quality solar cells. Modules are assembled with high quality, smooth aluminum alloy frames. 235 ..,a._. e °t a€'We �Aianwffa_ctuiing Within the same power range and efficiency, cells are further sorted by current at maximun peak power in order to minimize losses caused by electric mismatch. •IV and EL tests are performed before lamination to ensure product's quality and reliability. The EL test is repeated on each module before shipping to ensure the consistency of encapsulated cells and process reliability. • Warranty conditions • 5 years product warranty • 25 years performance guarantee (90% up to 10 years, 80% up to 25years.) €;Ce lls Cbint Solar Qh Jung) Co lyd. NI rights reserved. Specifications and deigns mdudal 1. this datasheet are subject to change mfta nonce - SA I ua i CE GIGIG ®w...vwiaiuunxr_am ASTizon r y A CHNT COMPANY :O Chant Sdar Rhpjiang) Co.,ttd- NI rights resemwd. Spedgg6ons and designs induded in this daneh t are set Front View Side View Back View Frame Cross Section 9M M26UM d$mM0.168ke[ 16 -35mmx Is g5mm/0.011 hN ^^8e xag a cet b 3fivn /O.il51M Drainage We _ g 6 oumrrvoln fxt ( Dmund hole E E .ev E a A -A E I E � 6-0mmx / n i1Smm /0.0LYea omerM Moimdng hale q�m /3119 feet :O Chant Sdar Rhpjiang) Co.,ttd- NI rights resemwd. Spedgg6ons and designs induded in this daneh t are set > UL 1741 /IEEE -1547 compliant > 10 year standard warranty ss Improved CEC efficiency 4 > Integrated load -break M � rated lockable DC disconnect switch a > Integrated fused series string combiner > Sealed electronics_ enclosure & Opticoolr"A ti > Comprehensive SMA communications and data collection options s Ideal for residential or light commercial applications Rugged cast aluminum outdoor rated enclosure Our US series inverters utilize our latest technology and are designed specifically to meet IEEE -1547 requirements. Compact design makes them ideal for residential use and the integrated lockable DC disconnect makes installation more cost effective. They are field - configurable for positive ground systems making them more versatile than ever. Increased efficiency means better performance and shorter payback periods. With over 750,000 fielded units, Sunny Boy is the benchmark for PV inverter performance and reliability throughout the world. C �L US .._ ....._A Recommended Maximum PV Po DC Maximum Voltage Peak Power Trocking Voltage DC Maximum Input Cumeni , DC Voltage Ripple Number of Fused St_nng IppuR PV Start Vohage _ _ AC_Nominal Power AC _ Maximum Output Power AC Maximum Output Cuaent„ AC Nominal Voltage Range A C Frequency nominal/ range Power Factor (Nom ,- PeaklnverterEfficiency CEC Weighted Efficiency Dimensions: W x H x D in inches Weight /Shipping Weight_„--- - Ambient Temperature Range Power Consumption_ stondby / night Topology Cooling_ Concept Mo unting Location: ind oor / outdoor LCD Drsplay � � �� � —���� Lid Color. aluminum /red_/ blue / y CommunicMion R5485 wireless Warranty 10.year Compliance. IEEE -929 IEEE 1547,U Specifications for nominal conditions Efficiency Curves www.SMA- America.com Phone 916 625 0870 Toll Free 888 4 SMA USA SB 3000US SB 4000US 375OW ,., 4375 @208 V /50001 500 V 600 V i- 400V @208V 220- 480V @20 183 - 229 V @ 208 V 183 - 229 V @ 208 V 911 -9AA V®940V 911 -9AA V 09AOV G • Included 0 Optional SMA America, Inc. SOLARMOUNT U.S. Des. Parent No. D496,248S, D496,249S. Other patents pending. Code - Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certification ......... ..............................2 Part I. Scope, certification, and installer responsibility........ 3 Part II. Procedures for code - compliant installations using the SolarMount® Module Mounting System...... 4 Part III. Installing SolarMount with top mounting clamps ..... 9 Part N Installing SoluMount® with bottom mounting clips... 15 Warrant y ................. ............................... 20 Unikacwelcomec inont rnnrernino the arrfi ary and ncnr fnrndlinrec of I September 2006 Mr. Hal Newman UniRac, Inc. 1411 Broadway Boulevard NE Albuquerque, NM 87102 -1545 Subject: Engineering Certification for UniRac's SolarMountTAz Universal PV Module Mounting System Dear Mr. Newman, Brian Spring Structural Engineering 161 LINDEN LN MILL VALLEY, CA 94941 Tel: (415) 497 -2880 BK9PgMpE1VpNQGMA1LCpM Attached is the UniRac Calculation worksheet and Installation Manual #214, Pub. 040316 -Iii, Copyrighted by UniRac, Inc., March 2004,20 pages. I have reviewed these calculations, and certify their results are accurate. The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual 9214. The calculations are based upon: 1. "The 2001 California Building Code, California Code of Regulations ", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions" , by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. 2. `Manual of Steel Construction_ Load Resistance Factor Design' ; 3rd Ed, American Institute of Steel Construction, Chicago, IL., 2001. 3. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code- Compliant Planning and Assembly" Installation Manual #214, Pub. 040316 -1ii, Copyrighted by UniRac, Inc., March 2004. The structure to which the UmRac SolarMount system is connected should be evaluated on a case- by-case basis, per Part I of the Installation Manual, to ensure it's adequacy to accept attachments and to support all applied loadings, per the building code. Please call me Sincerely, Brian Spring, PE, SE Installation Manual 214 SolarMount Code - Compliant Planning and Assembly UNOR"' Part I. Scope, certification, and installer responsibility Please review this manual thor- The installer is solely responsible for: oughly before installing your SolarMount system. • Complying with all applicable local or national building codes, including any that may supercede this manual; This manual provides (1) sup- porting documentation for • Ensuring that UniRac and other products are appropri- building permit applications ate for the particular installation and the installation relating to UniRac's Solar- environment; Mount" Universal PV Module • Ensuring that the roof, its rafters, connections, and Mounting system, and (2) plan- other structural support members can support the array ` ning and assembly instructions under building live load conditions (this total assembly for SolarMount. is hereafter referred to as the roof rafter assembly); SolarMount products, when • Using only UniRac parts and installer - supplied parts as installed in accordance with specified by UniRac (substitution of parts may void the this bulletin, will be structur- warranty and invalidate the letter of certification on ally adequate and will meet page 2); the 2001 California Building • Ensuring that lag screws have adequate pullout strength Code and the Uniform Building and shear capacities as installed; Code, 1997, hereafter UBC 1997 UniRac also provides a limited - Maintaining the waterproof integrity of the roof, includ- warranty on SolarMount prod- ing selection of appropriate flashing; and ucts (see p. 20). • Ensuring safe installation of all electrical aspects of the 3 YN ®RAC Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Part II. Procedures for code- compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- 1. Determine the Bas ic Wind Speed ing permits for installations using SolarMount" PV Module a t your installation site Mounting System, manufactured by UmRac, Inc. y Follow the six steps below and the installation instructions on For the United States, see "Minimum Basic Wind Speeds in pages 9 - to install SolarMount in compliance with the 2001 Miles per Hour," reproduced below. California Building Code and the UBC 1997. If your installation is outside the United States or if you need Before proceeding, note the following: further assistance, consult a local professional engineer or • This bulletin addresses onlywind loads on the as- your local building authority. sumption that wind produces the maximum load factor - affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and live Load per footing listed in Tables 2 and 3 on pages 6 -7. 70 110 uo 90 BnYC.WIxp SPEE�]On �� SPEQN.Wrv� GIOu 88 1C0 1MiEb i. LWE411MEBI'C1ATy10EMFRl YM1NU SMCDtl`..'iWU.14 ACCCM,pK. $ CAVIKNIY.USCp'1MIi(M4K {OGpITOUX INMOUHiRJICV5 FE4.MSp I[AlYAISif]L 9t U. U. 'A;YDSfEfUiW I NN'.f.1S41 PIDN0 r -, . W WUS�EEDMFV BF /.SSI:IIEUiDBE W' N$IFNf ilk^ /h EN 1I1F WABILMFStiUMF \EPRE6i Y1W1] +- c4xroNe. Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design Provisions, Chap. 16, Div. 1B; Wind Design, tog. 16.1, Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16 -1, vol 2. p. 36). 4 YNIRMO Installation Manual 214 — SolarMount Code - Compliant Planning and Assembly Table 2. SolarMountTM' Loads (lbs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must be at or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pouncs per square foot. contact UniRac. Minimum Design Live Load as a Minimum Function of Design Wind Pressure Design Dead Load 20 psf 30 psf 40 psf . 50 psf Minimum Design Live Load as a Minimum Function of D Wind Pressure Design Dead Load 20psf 30psf 40psf SOpsf AstroPowerAP65,AP75 RWE Schott ASE 300 48" rafter (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 315 420 524 64" rafter (foot) spacing 77 331 497 662+ 828 72" rafter (foot) spacing 49 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA AstroPOwerAPil 10,AP1120 RWE Schott SAPCI65 (See Sharp NE- 1651.11I) 48" rafter (foot) spacing 33 194 291 387 484 Sanyo HIT190 64" raker (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstrOPOWerAPl165 72" rafter (foot) spacing 44 260 -390 520 650 48" raker (foot) spacing 31 194 291 387 484 Sharp NE-80U 1 64" raker (foot) spacing 41 258 387 516 646 48" rafter (foot) spacing 33 158 237 315 394 72" rafter (foot) spacing 46 291 436 581 726 64" rafter (foot) spacing 44 210 315 420 526 BP Solar 375, 380, 580, 585 72" rafter (foot) spacing 49 237 355 473 591 48" rafter (foot) spacing 31 158 237 316 395 Sharp ND -123U1 64" rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 295 393 492 72" rafter (foot) spacing 46 237 356 474 593 "'rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" raker (foot) spacing 56 295 443 590 738 48" raker (foot) spacing 33 198 297 396 495 .. Sharp ND -NOECU (140W) 64" rafter (foot) spacing 44 264 396 528 660 48" rafter (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 594 743 64" rafter (foot) spacing 34 204 306 408 510 BP Solar 3160, 4150, 4160, 4170 72" raker (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE- I65U I, NT -175U I, NT -185UI 64" rafter (foot) spacing 44 279 418 557 697 48" rafter (foot) spacing 35 207 310 413 517 72" rafter (foot) spacing 50 314 470 627 784 64" raker (foot) spacing 47 276 413 551 689 Evergreen EC 102, EC 110, EC I I S 72 "rafter(foot) spacing 53 310 465 620 775 48" rafter (foot) spacing 35 208 312 416 520 Sharp ND -167UI 64" rafter (foot) spacing 46 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" rafter (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FSSOD 72" rafter (foot) spacing 41 262 392 523 654 48" rafter (foot) spacing 35 158 236 315 394 Shell SM 110 64" after (foot) spacing 47 210 315 420 525 48" rafter (toot) spacing 32 - 173 259 345 432 72" after (foot) spacing. 52 236 354 473 591 "'rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" rafter (foot) spacing 49 259 389 518 648 48" after (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" after (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" after (foot) spacing 44 192 288 384 480 64" after (foot) spacing 41 210 315 420 524 Kyocera KC120, KC 125G 72" after (foot) spacing 46 236 354 472 590 48" rafter (foot) spacing 34 187 281 374 468 Shell SQ140,SQISO,SQ160 "' after (foot) spacing 45 249 374 499 623 48" rafter (foot) spacing 36 213 320 426 533 727 after (foot) spacing 51 281 421 561 701 64" after (foot) spacing 48 284 426 568 710 Kyocera KC I58G, KC I 67 72" rafter (foot) spacing 54 320 479 639 NA - 48" after (foot) spacing 28 . 169 254 339 423 SunWize SW85, W95 64" after (foot) spacing 37 226 339 452 564 48" rafter (foot) spacing 35 190 285 30 474 72" esker (toot) spacing 42 254 381 508 635 6q" raker (foot) spacing 46 253 380 506 6 633 Photowatt PW750 72" rafter (foot) spacing 52 285 427 569 712 48" raker (foot) spacing 30 162 244 .325 406 SunWize SW 115, SW 120 64" rafter (foot) spacing 40 216 325 433 541 48" rafter (foot) spacing 34 190 285 380 474 72" after (foot) spacing 45 244 365 487 609 64" rafter (foot) spacing 45 253 380 506 633 Photowatt PW 1250 72" after (foot) spacing 51 285 427 569 712 48" after (foot) spacing 30 163 245 327 409 UniSolar 64 64" esker (foot) spacing 39 218 327 436 545 48" raker (foot) spacing 25 179 269 359 448 72" raker (foot) spacing 44 245 368 490 613 64" after (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" rafter (foot) spacing 37 269. 403 538 672 48" after (foot) spacing 31 162 244 325 406 64" mfter (foot) spacing 41 216 325 433 541 72" after (foot) spacing 46 244 365 487 609 6 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly WHOMW 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ties as follows: EXPOSURE B has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. EXPOSURE c has terrain that is flat and generally open, extending 1 /2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one -half mile or more from the site in any full quadrant. This category includes flat orgently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channeiization, such as ridgetops or draws, shall be considered as Exposure CJ EXPOSURE n represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 3 /4 mile (0.40 km) or 10 times the building height, whichever is greater. Table 1. Design Wind Pressure (pso by Wind Speed and Exposure Category Design force applies to surface pressure andfor uplift (withdrawal) 3. Determine Design Wind Pressure required foryour installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psi). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined instep 1), • your exposure category (determined instep 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, StructumlEngineer- ingDesign Provisions, Div. IIf, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3.. To meet code, you must verify that the roof rafter assembly atyour installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8 5 Basic Wind Speed (mph) 70 80 90 100 110 120 130 Category B 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C IS' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 -30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source:Them Design Wind Pressure (P) values are based on the formula P = C * C * q, * i (2001 California Building Cade, vol. 2, chap. 16, Structural Engineering Design Provisions, Div. 117, Wind Design, p. 38.10). Assump- tions: l = I and C = 1.3. 3. Determine Design Wind Pressure required foryour installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psi). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined instep 1), • your exposure category (determined instep 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, StructumlEngineer- ingDesign Provisions, Div. IIf, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3.. To meet code, you must verify that the roof rafter assembly atyour installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8 5 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly UN111 O Table 3. SolarMount'm Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must be at or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact UniRac, 20 psi Design Wind Pressure 30 psf 40 psf 50 psf 20 ps Design Wind Pressure 30 psf 4 0 psf 50 psf AstmPowerAP65, AP7S RWE Schott ASE 300 Maximum Foot Spacing (inches) 131 107 93 83 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live Load (Ibs) 429 526 610 680 Minimum Foot Design Live Load Qbs) 538 660 766 854 Minimum Foot Design Dead Load (Ibs) 89 73 63 56 Minimum Foot Design Dead Load (Ibs) 126 103 89 80 Astrola"erAPi 110, API 120 RWE Schott SAPC 165 (See Sharp NE- 165U1) Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sanyo HIT190 Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (Ibs) 451 553 636 713 AstroPowerAPl165 Minimum Foot Design Dead Load (Ibs) 76 62 54 48 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sharp NE.80UI Minimum Foot Design Dead Load Qbs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 430 527 604 682 BP Solar 375, 380, 580, 585 Minimum Foot Design Dead Load (Ibs) 90 73 63 57 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 431 528 606 683 Sharp ND -123U I Minimum Foot Design Dead Load (Ibs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 Minimum Foot Design Live Load (Ibs) 480 590 680 758 SP Solar 3125 Minimum Foot Design Dead Load (Ibs) 92 75 65 58 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (Ibs) 483 588 677 763 Sharp ND -NOECU (140W) Minimum Foot Design Dead Load (Ibs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (Ibs) 424 516 599 669 BP Solar 3160, 4150, 4160, 4170 Minimum Foot Design Dead Load Qbs) 72 58 51 45 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (Ibs) 496 607 697 784 Sharp NE -165U 1, NT -175U 1, NT -185U1 Minimum Foot Design Dead Load (Ibs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 Minimum Foot Design Live Load Qbs) 491 601 698 775 Evergreen EC 102, EC 110, EC 115 Minimum Foot Design Dead Load( Ibs) 83 68 59 53 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (Ibs) 494 605 693 780 Sharp ND -167UI Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 Minimum Foot Design Live Load Ohs) 450 556 639 717 First Solar FSSOD Minimum Foot Design Dead Load (Ibs) 71 58 50 45 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load Ohs) 430 527 604 681 Shell SMI 10 Minimum Foot Design Dead Load (Ibs) 95 78 67 60 Maximum Few; Spacing (inches) 125 102. 88 79 Minimum Foot Design Live Load (Ibs) 450 550 633 710 Kyocera KC80 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximum Foot Spacing ('inches) 145 118 103 92 Minimum Foot Design Live Load (Ibs) 387 472 549 613 Shell SQ70, SQ75, SQ80 Minimum Foot Design Dead Load (Ibs) 88 72 63 56 Maximum Foot Spacing (inches). 131 107 93 83 Minimum Foot Design Live Load (Ibs) 429 526 610 680 Kyocera KC 120, KC 125G Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Live Load (Ibs) 468 573 662 740 Shell SQ 140,SQISO,SQ160 Minimum Foot Design Dead Load Ohs) 85 69 60 54 Maximum Foot Spacing (inches) 112 '92 80 71 Minimum Foot Design Live Load (Ibs) 497 612 710 788 Kyocera KC 158G, KC 167G Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Maximum Foot Spacing (Inches) 126 103 89 so Minimum Foot Design Live Load (Ibs) 445 545 628 706 SunWhoe SW85, SW90, SW95 Minimum Foot Design Dead Load (Ibs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Photowatt PW750 Minimum Foot Design Dead Load (Ibs) 86 70 61 54 Maximum Foot Spacing (inches) 129 .105 91 81 Minimum Foot Design Live Load (Ibs) 436 533 616 685 SunWize SW 115, SW 120 Minimum Foot Design Dead Load (Ibs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Photowatt PW 1250 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximum Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Live Load (Ibs) 436 536 620 689 UniSoiar 64 Minimum Foot Design Dead Load (Ibs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Minimum Foot Design Live Load (Ibs) 459 560 650 728 Photowatt PW 1650 Minimum Foot Design Dead Load (Ibs) 64 52 45 40 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load Ohs) 436 533 616 685 Minimum Foot Design Dead Load (Ibs) 83 68 59 52 7 ' Y NOM9 0 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing. Tb meet code, you must verify thatfoot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the speci- fied spacing. If they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. in this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6. Ensure that Live Loads do not exceed pull -Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1 -inch thread depth. Compare that value to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull -out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMountfootspacing refers to the distance between feeton the some rail ouery hang, the distance from end of the rail to the just foo4 may be no mote than half the fbotspacing. Table 4. Lag pull -out (withdrawal) capacities (lbs) in typical roof truss lumber Sources: Uniform Building Code, American Wood Council. Notes: (t) Thread mua be embedded in a rafter or other souctural roof member. (2) Pu"w values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See USC for required edge distances. . *Use flat washers with tag screws. 8 Specific gravity _ t �6�5haf�, 2Yz thread d Lag screw spec 6 �6 - shaft per I thread depth q t �"shafi, * per l" thread depth Douglas Fir, Larch 0.50 665 266 304 Douglas Fir, South 0.46 588 235 269 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 588 235 269 Hem, Fir 0.43 530 212 243 t Hem, Fir (North) 0.46 588 235 269 Thread depth Southern Pine 0.55 768 307 352 Spruce, Pine, Fir 0.42 513 205 235 _ Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: Uniform Building Code, American Wood Council. Notes: (t) Thread mua be embedded in a rafter or other souctural roof member. (2) Pu"w values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See USC for required edge distances. . *Use flat washers with tag screws. 8 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly W1 OMW Part III. Installing SolarMount with top mounting clamps This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents Laying out the installation area .......... 10 Laying out L -feet ......... 11 Installing L -feet .......... 11 Laying out standoffs ...... 12 Installing standoffs ....... 12 Installing SolarMount rails .................... 13 Installing the modules..... 14 Figure 3.. Exploded view of a low - profile installation mounted flush to the roof with L -feet Table S. Part quanti Wrench Recommended size SMR Series SolarMount Rail Sets (model no.= rail length in inches) '' /a" hardware a /a" 30 '/a "footing Ys flange Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR120thru 180 2 6 6 6 SMRI92 thru 216 2 8 8 8 CT Series Clamp Sets (model no. = modules accommodated) End Mid Y4 "module Y "X /e" Y - flange clamps clamps clamp bolts safety bats nuts CT2 4 2 6 2 8 CT3 4 4 8 2 10 CT4 4 6 '10 2 12 CTS 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CT8 4 14 18 2 20 Table 6.Wrenches and torque Wrench Recommended size torque (ft -lbs) V44 "hardware ' /a" 15 '' /a" hardware a /a" 30 Q Stainless steel hardware can seize up, a process called 11' To signifimntly reduce its likelihood, (1) apply lubri- cant 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, at www.unirac.com. 9 YNARAC® Installation Manual 214 Laying out the installation area SolarMount Code - Compliant Planning and Assembly The installation can be laid out with rails parallel to the rafters (high -profile mode) or perpendicular to the rafters (low -pro- file mode). Note that SolarMount rails make excellent straight edges for doing layouts. Center the installation area over the rafters as much as pos- sible. Leave enough room to safely move around the array during installation. The width of the installation area is equal to the length of one module. The length of the installation area is equal to: • the total width of the modules, • plus 1 inch for each space between modules (for mid - damp), • plus 3 inches (hh inches for each set of end clamps). Low - profile High- profile mode mode Figure 4. Rails may beplaced parallel or perpendicular to rafters. 10 Installation Manual 214 — SolarMount Code - Compliant Planning and Assembly YN ®RAC® When determining the distance be- tween the rails in high - profile mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 1 inches. If multiple high - profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as ,needed, following the guidelines in Figure 7 as closely as possible. Overhang 25% typical / Foot spacing ( each end }_ c� 50% typical Lower roof edge I Rafters Figure 6. Low - profile layout 25% maximum 50% minimum typical typical each end r — W Foot a ( a 1, I Ill � I I i spacing I I � a Lower roof edge Overhang Rafters 2L_/ —� Figure 7 High- profile layout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single- slotted square side of the L -foot must always lie against the roof with the double - slotted side perpendicular to the roof. w.= 11 to Laying out L feet L -feet (Fig. 5) are used for installation through existing roofing material, such as asphalt shingles or sheet metal1 Use Figure 6 or Figure 7 below to locate and mark the L -feet lag bolt holes within the installation area To meet code, you must use the foot spacing deter- mined in procedural steps 4a or 4b (pp. 5, 8). Figure s When determining the distance be- tween the rails in high - profile mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 1 inches. If multiple high - profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as ,needed, following the guidelines in Figure 7 as closely as possible. Overhang 25% typical / Foot spacing ( each end }_ c� 50% typical Lower roof edge I Rafters Figure 6. Low - profile layout 25% maximum 50% minimum typical typical each end r — W Foot a ( a 1, I Ill � I I i spacing I I � a Lower roof edge Overhang Rafters 2L_/ —� Figure 7 High- profile layout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single- slotted square side of the L -foot must always lie against the roof with the double - slotted side perpendicular to the roof. w.= 11 Y NNIM9 6 Installation Manual 214 — SolarMount Code - Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 o Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you most use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the the or shake underneath each standoff location, exposing the roofing underlayment Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). Figure S. Raisedjiange standoff (left) and)lat top standoff used in con- junction with an 1-foot. When determining the distance be- tween the rails in high - profile mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by '' /is of an inch. If multiple high- profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. Installing standoffs Overhang . spacing Fool spacing -�, eachp g end if if T-7- \�? f I 3 cf r i 50% minimum typical Lower roof edge ~ !j Rafters Figure —r Figure 9. Low -profile layout 25 %typical � 50%minimum each end l typical 7� 7116,. E�� r,. { oo �I ' Foot -r.i < -7/16" spacing 1 Overhang Lower roof edge i -_,�_ .J u � __` t Rafters Figure 10. High profile layout Drill ' /r6 -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 s /,d' x V / 2' lag bolts provided with it. Note: You must verify that the lag bolts you use are adequate for your installation byfollowing proce- dural steps 4A or 4B (pp. 5, 8). Ensure that the standoffs face as shown in Figure 9 or Figure 10. SolarMount steel standoffs (l O.D.) are designed for collared flashings available from UniRac. Aluminum two -piece standoffs (1'ia" O.D.) take all -metal flash - ings, also available from UniRac. Install and seal flashings and standoffs using standard building practices. M � 12 Installation Manual 214 — SolarMount Code - Compliant Planning and Assembly YNMAM' Figure 11. Space bays SLide into the footing boa slots of SolarMount railsections. Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. In low - profile mode (Fig. 13), either end of the rails can be aligned, but the first module must be installed at the aligned end. 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 SoluMount splice bus, attach the rails together (Fig. 11) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low - profile tilt legs. If using more than one splice per rail contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetically pleasing instal- lation. 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'' /e 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 6, 7, 9, or 10, whichever is appropriate. i n I - Edge of installation area Figure 13. Low profile mode q I I Edge of installation area Figure 14. fth- profile mode For the safest high - profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within a few hours if module placement is delayed. 13 ragure 11. rwo-w -ruu sp«ce uaacnmeM VNOMC Installation Manual 214 Installing the modules SolarMount Code - Compliant Planning and Assembly Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J- boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring 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. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 it lbs). 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. 16). 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. 17). For a neat installation, fasten cable clamps to rails with self - tapping 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. 15). Check that all flange nuts on T -bolts are securely fastened. Figure 15 Figure 16 Figure I7 Figure 18. Mid clamps and end clamps for lipped frame modules are identical. Aspacerfor. the end clamp is necessary only if lips are located high on the moduleframe. 14 Installation Manual 214 — Solarldount Code - Compliant Planning and Assembly U NARM' Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assemblywhere the installer has elected to use bottom mounting clips to secure modules to the rails. It ae- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the installation area.... 16 Laying out and installing L -feet .. 17 Attaching modules to the rails... 18 Installing module -rail assembly.. 19 SolarMoun rail lies ifoce down) boll slot Bottom mounting clip Figure 19. SMB and CB components Table 7. Part quantities S MR S SolarMoun Rail Sets (model no. = rail length in inches) % 'W flange Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR120thru 180 2 6 6 6 SMR192 thru 216 2 8 8 8 CB Series Clip Sets (mo n o.= m o d ules a ccommodated) .� X "module Y flange Gips bolts nuts CB2 8 8 8 CB3 12 12 12 - CB4 16 16 16 CBS 20 20 20 CBS 24 24 24 CB7 28 28 28 C68 32 32 32 Table 8.Wrenches and torque Wrench Recommended size torque (ft -lbs) Y hardware %6" Is W hardware 99 / 6 " 30 Q Stainless steel hardware an seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant 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, at www.unirac.com. 15 YNOMCO Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Distance between log bolt centers 2 " F 2" Distance between module mounting holes PV module Q Clip it Module bolt f Rail —ems L -foot —.- -.—Log bolt Distance between log bolt centers Distance between module mounting holes l 0 ■ W WIL Figure 20. Clip Arrangements A and B Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: If you choose Arrangement B, either (1) use the upper mounting holes of the Z 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 supports­either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional 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. Secure the footings in accordance with `Installing L -feee' (p. 11). Leave enough room to safely move around the array during installation. The width of a rail- module as- sembly 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. 16 Installation Manual 214 — SolarMount Code - Compliant Planning and Assembly UUMAQ Laying out and 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 foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L -feet: • If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensue that the L -feet face as shown in Figure 21 or Figure 22. Hold the rest of the L -feet and fasten- ers aside until the panels are com- plete and ready for installation. RafI ers Ins all later Install later ..,, --C I �" it II I�• it II li II II 1' II 11 11 II II I: II it I: 11 Rails II I� II II I�� 11 II I 11 II It II II I; II II I 11 11 II II II I�: II III � Lower - s Install now roof edge Figure 21. Rails laid out perpendicular to the rafters. 17 rrgure za. narrsramour parauer ro me ralrers. YN ®RAC® Installation Manual 214 SolarMount Code - Compliant Planning and Assembly 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. 19, p. 15). 'him 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 (Fig. 20a or 20b, p. 16). 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. 18 Installation Manual 214 — SolarMount Code - Compliant Planning and Assembly YNN"C° Installing the module -rail assembly ' Mount in the lower hole for a low, more aesthetically Bring the module -rail assembly to the installation site. Keep pleasing installation. rail slots free of debris that might cause bolts to bind in the • Or mount in the upper hole to maximize a cooling slots. airflow under the modules. This may enhance perfor- Consider the weight of a fully assembled panel. UniRac recom- mance in hotter climates. mends safety lines whenever lifting one to a roof. Adjust the position of the panel as needed to fit the instal - Align the panel with the previously installed L -feet. Slide' /a- lation area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align inch L -foot mounting bolts onto the rail and align them with L -feet with mounting holes previously drilled into roof. Install the L -feet mounting holes. Attach the panel to the L -feet and lag bolts into remaining L -feet as described in "Laying out and finger tighten the flange nuts. installing L -fee' above. - Rails may be attached to either of two mounting holes in the Torque all footing flange nuts to 30 foot - pounds. Verify that all footings (Fig. 23). lag bolts are securely fastened. . Cli Mounfirg slots Flange Footi out o Figure 23. Leg- to- railattacfiment 19 YN!MCe Installation Manual 214 — SolarMount Code- Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc.,warrants to the original purchaser the practices specified byAAMA 609 & 610 -02 If within the specified Warranty periods the ( "Purchaser) of product(s) that it manufactures — "Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ( "Product ") at the original installation site that Finished Aluminum" (www.aamanetorg) are not defective, then UniRac shall repair or replace the Product shall be free from defects in material followed by Purchaser.This Warranty does not the defective Product, or any part thereof, and workmanship for a period of ten (10) years, cover damage to the Product that occurs during in UniRac's sole discretion. Such repair or except for the anodized finish, which finish its shipment, storage, or installation. replacement shall completely satisfy and shall be free from visible peeling, or cracking or This Warranty shall be VOID if installation of discharge all of UniRac's liability with respect to chalking under normal atmospheric conditions the Product is not performed in accordance this limited Warranty. Under no circumstances for a period of five (5) years, from the earlier with UniRaes written installation instructions, shall UniRac be liable for special, indirect or of 1) the date the installation of the Product is or if the Product has been modified, repaired, consequential damages arising out of or related completed, or 2) 30 days after the purchase of or reworked in a manner not previously to use by Purchaser of the Product the Product by the original Purchaser ( "Finish authorized by UniRac IN WRITING, or if the Manufacturers of related items, such as PV Warranty"). Product is installed in an environment for which modules and flashin gs, may provide written The Finish Warranty does not apply to any it was not designed. UniRac shall not be liable warranties of their own. UniRac's limited foreign residue deposited on the finish. All for consequential, contingent or incidental Warranty covers only its Product, and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items, are excluded.The Finish Warranty NVO1D if Purchaser under any circumstances. 20 UnMac, Inc. 1411 Broadway NE 505.242.6411 www.unirac.com Albuquerque NM 87102 -1545 USA 505.242.6412 Fax COMPOSITION MOUNTING INSTRUCTIONS - 5/16" - PV - Installation Tools Required: Tape Measure, Roofing Bar, Chalk Line, Stud Finder, Caulking Gun, '1 Tube of Appropriate Sealant, Drill with 1/4" long bit, Drill or Impact Gun with 1/2" Deep Socket. be mounted. Select each row course of roofing just above placement of Quick Mount. for Mount placement of Quick Mounts. roof and rafter, taking care to drill square to the ant. roof. Do not use Mount as a drill guide. into Block. For Questions Call 925 - 687 -6686 QM -PV- Comp - Install www.quickmountpv.com 4of4 * You are now ready for the rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Please consult the roof manufac- turers'specs and instructions prior to touching the roof. info@quickmountpv.com Oct2010 Your Solution i Solar • H • Conduit • HVAC • Custom Composition Mount Specifications - 5/16 - PV - Quick Mount PV ® is an all -in -one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units, satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs seamlessly and saves labor by not need- ing to cut away any roofing, will out live galvanized 2 to 1, and is a better low- profile mount. Split Lock Washer SS 5/16" (Not a theft -_ prevention feature) Fender Washer SS 5/16" x 1" — EPDM Rubber Washer 60 Durometer 5/16" — Sealing Washer SS 5/16" Hanger Bolt SS 5/16" x 6" 1 1/4" Machine, 1 3/4" Spacer, 3" Lag Mount & Flashing Aluminum — Mount 1 1/4" x 1 1/4" x 2 114" Beveled Block Flashing .05" thick For standard composition roofs: flashing is 12" x 12" mount is attached 3" off center Lag pull -out (withdrawal) capacities (lbs) in typical lumber ICC JI ,z �(2) Hex Nuts SS 5/16" Lag Bolt Specifications Specific 5/16" shaft 5/16" shaft gravity per 3" per 1" thread depth thread depth Douglas Fir, Larch Douglas Fir, South Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir Hem, Fir. (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 798 266 .46 705 235 .46 705 235 .43 636 212 .46 705 235 .55 921 307 .42 615 205 ..50 798 266 Sources: Uniform Building Code; American Wood Council Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) Pull -out values incorporate a 1.6 safety factor recommended by the American Wood Council. 3) See IBC for required edge distances. 936 Detroit Ave Suite D, Concord, CA. 94518 Phone: (925) 687 -6686 Fax: (925) 687 -6689 1 of4 Email: info @quickmountpv.com www.quickmountpv.com your choice (see 9 *). Tighten to 16 foot pounds. nails that conflict with getting Mount flush with front edge of shingle course. Mark center for drilling. Bolt with 1 Hex Nut and 1 Sealing Washer, insert through Block into hole and drive Hanger Bolt into rafter, tightening to 13 foot Pounds. Know Your Roof It is a good idea to do a thorough roof evaluation prior to your project installation. At this time you should do a layout on the roof confirming everything on the drawing will fit as it is intended. Any irregularities should be noted now, so that you can deal with them simply on install day. The quality of the roofing should be determined, so that any repairs or replacement can happen before or in conjunction with the installation. On a composition roof it is important to know as much as possible about: the manufacturer, the age of roof, the type of substrate (plywood or oriented strand board [OSBj), the rafter size, the spacing and span, the age of roof structure, who roofed it, who built it, etc. Photos should be taken of all of the roof variables and associated with the job file for any future reference either short term or long. Typically the building owner can look in a file and find the composition manufacturer. If not, take a piece to the roofing yard, they can usually recognize the maker and the rough vintage. It is then easy to obtain the written manufacturer's installation instructions for the roofing materials you are dealing with. Them n 9 Y 9 manufacturer's instructions will spell out exactly what does and does not void the warranty of their roofing product. Most have a clause about roof temperature. This is commonly missed, but can easily be noted if you read the instructions. Officially, the roofing manufacturer's instructions supersede our instructions, as our product is weaving into theirs. It is also important to have their instructions in the job file, for any future reference. If the manufacturer cannot be found, there is obviously no warranty in place. On a roof that has a material and labor warranty in place (new roof), it is recommended to at least consult the roofer of record. Often the roofing contractor will void the labor portion of their warranty if another trade modifies their work. Give the roofing contractor the option of handling the roofing modifications, or at least give them the opportunity to inspect and approve the modifications you make. There will be fees to this roofer, but if it maintains the labor warranty it should be good money spent. Product Selection The Composition Mount is intended to fit within most composition and wood shingle roof systems, but not all. Specifically it is sized to fit within a standard 5" to 5 1/2" row or course. To confirm that the Comp Mount will match your roof, measure the course exposure of your roof. The "exposed" surface course height should measure no more than 5 3/4 ". If it turns out the roof tiles are a non - standard size greater than 5 3/4 ", the alternative method is to use a Quick Mount Shake Mount instead. In this case, follow the directions for the Quick Mount Shake Mount. (See Compostion Mount Instructional Video at quickmountpv.com /tech.php, then Shake Composition Video: s "TVpjeal High Definition Comp - Presidential Irregular surface - If the penetration lands in a low between two highs, it is best to shim the low under the flashing with extra asphalt to level out the surface. Irregular tooth pattern - If the shingles have a tooth pattern wherein the bottom edge jogs up and down to give it a higher profile look, it is important to understand that the excess shingle that hangs lower than the rest of the shingle is for looks only. The 5" rule starts at the top of the tooth. If a tooth interferes with the mount block, cut the tooth off. gmCKMOUNTPV COME3 2 —3 f .' _ _ WATER COUPS, 3� S PROOF COURSER 5" LOOKSONLY Product Includes The units are sold in 12 packs. Each 12 pack includes the mounting hard- ware and the mount with flashing to install 12 mounts, with written instruc- tions. Alternative Attachment Methods The Composition .Mount is intended to be attached into a lumber rafter. Mounts are usually laid out based on the location of the rafters. In some cases it is desired to place a mount where there is no rafter. In this case it is possible to place a block between rafters, then lag into the block. In the case of metal rafters, lumber blocking the rafters is a solution, but should be done per the building's engineer of record. Shared Rail & 5" Rule On a shared rail system, where the mounts must be in an exact spot, it is important to make sure the unit is flashed properly. Normally the vertical placement is guided by the exposed front edge of the shingle. If (on a 5" exposure comp) the flashing is flush with this, then you have 5" of flashing over course 1, 5" of flashing under course 2, and 2" of flashing under cours- es 2 and 3. This is important because if there is a vertical joint in course 2 the water cannot find its way under the flashing because it extends under course 3. When the flashing must be shifted to catch a shared rail, it is ad- vised to shift the mount up the roof only, leaving less flashing over course 1, and more flashing under course 3. If it is necesary to shift downward, it is advised to move down a whole course and then shift up accordingly. Sealants It is important to put a compatible sealant into any and all holes drilled into a roof. Most roofing manufactures list a suggested, approved sealant in their specifications. In the freeze -thaw zones, it is important to follow the manufacturers' rules for freeze -thaw conditions. Use the properly rated sealant for each specific application and condition. Some that may be more appropriate for asphalt/composition roofs include Geocell 2300 and ChemLink M -1 but be sure to do your own research to confirm a compat- ible and appropriate sealant with the materials you are working with. How Many Mounts Per Module? There are two questions that must be asked when adding anything to a roof. 1. Can the roof / building / foundation handle the additional load? 2. What is to keep the new load from blowing away? It is assumed that a licensed solar installer can answer these questions. If he / she can't, he / she will need to find somebody that can. A licensed engineer is the easiest solution. Some of the racking manufacturers have guides to calculating a code compli- ant install as well. Many variables must be considered and determined to complete the calculation. The spacing between mounts has the variables of: strength of rail, distance between parallel rails, cantilever of modules over rails, pull out strength of mount, slope of roof, height of roof, wind zone, roof type, structural integrety of roof framing, etc. The only values in the variables above that we can provide is pull out strength and shear of mount. We provide structural test reports on all of our mounts as needed. You will need to gather the rest of the applicable information and do the calculations for your specific project. - Further Resources In the process of all the research we have done, we came up with what we call the "Wheel of Accountability ". It is a graphical look at the many official entities that govern how waterproofing should be done. At our web site you can click on any wedge of the wheel and get the code snippets that pertain to that entity's focus on roof penetrations. Please don't hesitate to use it to your advantage. And of course if you have any feed back pro or con, let us have it. Take photos of your jobs using Quick Mount Products and submit them to us at info @quickmountpv.com, we'll put them up in our web gallery. Put Photo Gallery in the Subject line. 2of4 a tA� IBC international National stt l` National Building V � Roofing Code State Contractors Building Association Code d C 'D w a`7 c y . O CU — N O N U 0 C�- Z ° a ) m O U O C Cf) Z Q U n a o m \ H � c Z o Y / d Bi O r = N a) m N L d X U) a`) E U) N o a) m m d1 co m �-0 >� LO ° o c CID X N cfl 03 IL (n V V- n W U [n U) co X LO Lr) C \ Co U a) N rn c o U o Y Q O � Q no U o m 3 N 6 3 a) C A. o n CO- LO U CI .Jim >_ ` r I � a _ LU O _ U a U) a s CY w U $+ Z W moo J LL c o O m o CU to N CL E o d a U W E 0 U j O 1 L cly m CY ifl d Q z Z m w O Z LU 0 a 0 N N H U U G 0 Cl) 03 Cl) c d. m c M U (O X C.1 LO n r a) tE U Cn 'o x a 0 Asphalt \ Q Roofing Mantin urers International n A ssociation A H I Residential /"�[�J Code Authority Sheet Metal& Having- National LP Air Conditioning Jurisdiction Fire Contractors' Protection 4 Z Association National OSHA Association G International Code aQ Council q ^/j/ (/9�9 underwriters Laboratories �C UL d C 'D w a`7 c y . O CU — N O N U 0 C�- Z ° a ) m O U O C Cf) Z Q U n a o m \ H � c Z o Y / d Bi O r = N a) m N L d X U) a`) E U) N o a) m m d1 co m �-0 >� LO ° o c CID X N cfl 03 IL (n V V- n W U [n U) co X LO Lr) C \ Co U a) N rn c o U o Y Q O � Q no U o m 3 N 6 3 a) C A. o n CO- LO U CI .Jim >_ ` r I � a _ LU O _ U a U) a s CY w U $+ Z W moo J LL c o O m o CU to N CL E o d a U W E 0 U j O 1 L cly m CY ifl d Q z Z m w O Z LU 0 a 0 N N H U U G 0 Cl) 03 Cl) c d. m c M U (O X C.1 LO n r a) tE U Cn 'o x a 0 X 1 EnerqY" FIOOfl AF. No cm .•ow" oR co~ ~ p TAKEN ;ORM 1M1414-02-1123 •n(` ACTION ncoAE55~ 0 NO SHUT OFF , APPLIANCEOFF BaTH AppL. & METER OFF ~ ~T1 spE~iFV SHUTOFF . EAR E(va METER cu *oM q ~ tiRe" ; AGENT~ OTHER ❑ OI` U""7(~ C y~j}/. TENANT ❑ oWHEA~- H~pRD ~ MUSTNOTBEPUTBpCKIN ~ ~ pp T11K EOUIPMENT p~TpC7YpUR LOCAL { . e{pWN BELOW CREATES AN IMME DIPTE H AIP WORK. . CONDR~ON~ BE CONNE~TED ~ ppUGH MSPECnON HANE BEEN MADE BY A ~W`~F~EO~NTp FOP CODE AND PERWT REQUIPEMEN'~ PPIOP1b PEPF~RMIN~PEP . SEFNICE UNrI PEPAIPS AND A~ ~ ~ ✓ y~ ~ C C~ BUILDINGDEPARTMENT APP UINGE & ~ ! ~ ~ r ~ NAME AND n'PE OF ~ F / f~Y~ . A JUZ*-~• 0 r-- 1 ' 'TAGGEOBV -3 U .__...wER10LG. PXNT5IGN~NAE - , ~ri i r . . da.t.si :+rn ~ , . . 111 ,r ~'11"' „rir,~,y.. i~ 41~ City of Wheat Ridge ~bt 81,5 Residential Roofing PERMIT - 070507 PERMIT NO: 070507 ISSUED: 05/30/2007 JOB ADDRE53r 4290 NEWCONIBEST. ' EXPIRES: 11/26/2007 DESCRIPTION: T/0.3layers todeck / Instal124 sqs of Tamko. .**~rntJma'i+rcwr*~~.. owner 303/~422-7943 ~ Crystal & Jason VonFreizer gc 303/420-0986.~~ Dan~Cupit ' 06-0114 Professional Roofing, Inc. PARCEL INFO ZONE ~CODE: UA USE: r-3 SUBDIVI3IONi - UA~ BLOCK/LOT#: 0/ FEE StTMMARY.**~~~~ . ~ ESTIMATED PROJECT VALUATION: 2,792.97 . . . FEES Permit ~Fee 108.30 TotaT ~ Valuation .00 Use Tax. ~ . ~ . 50.27 TOTAT, ~ . 158.57 ~ Commentsb QOCilIR9flr3 ftII►1 tW II19I1U/8ctUW, Whkh VecifY . . . . Ugf MAQ RItH9fi9l8 hHWB b89/1 IIfStBlled f0 /►18ef 1o0 Wh mee^se~ iMUrcl gust S118l1 b9 ons% for fh►al roof Mspeohon. -/8C I hereby certiLy.thattG!' eetbaCk diatances.proposed by thie pexmit application are accurate, and do not violateappliCable ordinanceaj.rulee Or Yegulationeof 4hc Ciey of wheat Ridge or covenante, eaeemente or rea[rictione of record; that all meaeureroente ehoom; and allegationemade are acCUrate; that I have read and agree to abide by all condi[iona printedon thie applicationan4,that I a8sume full xeepoaeibllity for compliance with the Wheat Ridge Building Code (I.B.C) and all other . appliq@b~e tfhea RidgeOZdinancee, foxwxk undcr thia permit. Plana subject to field inepec[ion. . /I 1 S -30- 07 Siure of contV".r/bwner aate . 1. Thie pesmit wae ieeued in accozdance With Che provisione eet forth in your applica[ion and ie subject to [he lawe of the SCatE OI'COlonado +}nd..to th8 Zoning.Aegulatione and Building Codea of Wheat Ridge, Colorado or any other applicable ordinancee'oY the City.2. -Thia geYmit9Fia11 expiae180 6GyefYOm the iseue date. Requestefor an exteneion muet be received pzior to expiration date. M exteneiwl may begranted at the dimcretion of the Building Official. 3. If thia peimlt.expirea',.a new pemit may tie acquired for a fee of one-half the amount normally required, provfded no change9 havebeen or will be made in the original plans and epecificatione and any euepeneion or abandonment hae not exceefleE one(llyear.. If changee have been or if auapenaion or abandonmen[ exceede one (1) year, tull feea ehall be pa19 fqr p new gexmi.t. 4. No vros'kof'eiry manner`9hall:b4dore:that will change the natural flow of water caueing a drainage problem. S. ConCrackorahall notify thc euildfag Inepector twenty-four (24) houre in advance for all inspectione and ehall receive wslttca appsoval on ixispeCtion Card before proceeding with aucceesive phasea of the job. 6. The Seeuance of a pesmit or theappzoval of drawinga and epecificatione ehall not be conetrued to be a permit for, nor art appxov of,anyviolation of the proviaione of the building codes or any other ordinance, law, iule or regulation. all pevlew ia suDjece to fie3d inapectione. INSPBCI'IONRSpITSBTdL2N8s (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTSM[TST:BEMADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. wNE COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 Date: ` a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-2352855) ~OLORAO~ ApPr.reATrQN Property Owne . ~ Z/(S7#( PropertyAddress:</ZPD lY~WCp2l?~ ~T~cT PhoneS$o3)`Y2z"7%V~g Contractor License No.: ;7X , Company:PQO~~SS(O~~RC Ki6~/lAi Phonq:.~3) yZ~'070& ~ OWNER/CONRiACTOR SIGNANRE OF UNDERSTANOING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applicadon are accurate, and do not violate applicable ordinances, rules or regulations of the City W Wheat Ridge or covenants, easements or restrictions M record; Mat all measurements shown, and allegations matle are accurate; that I have read and agree to abide by all conditions printed on this appliration and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ortlinances, for work under this permit. (OWNER)(CONfRACTOR):SIGNEO DATE (OWNER)(CANTFACTOR):PRINTED [)q7E Construction Value:$2, Permit Fee:$ Plan Review Fee:$ USC T3X:~ TOtdl: $ Description: %~A~ PFi- 31-4y/E4S TD l~C,~/K~i ~SNSnl1L 2~j! 0 y~ Ff cF ~l4n~tko Sq. Ft. added i ~ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to fhe laws of the State of Colorado and to the Zoning Regulatlons and Building Cotles M Wheat Ridge, Colorado or any other applicable ordinances M the CiH. (2) This permit shall expire'rf (A) Me work authorized is not commenced within sixry (60) days from issue date or (B) the builtling authorized is suspendetl or abandoned for a penotl of 720 days. (3) If this permR 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'rfsuspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the nalural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector lweMy-four (24) hours in advance tor all inspections and shall receive written approval on inspection carU before proceeding with successive phases of the job. (6) The iuuance M a permit or the approval W drawings and specfications shall not be construed to be a pertnit for, nor an approval of, any violation of ihe provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official Eledricai License No: Plumbing License No: Mechanical License No: Company: Company: Company: OF WHE4lR rn City of Wheat Ridge COLORPOO Residential Fence PERMIT - 0612291 PERMIT NO:. 061229 ISSUED c - 12/22/2006 JOB ADDRESS: 4290 NEWCOMBE ST EXPIRES: DESCRIPTION: 4' high chain link fence. CONTACTS - owner 303/422-7943 Miller, Beulah gc 303/232-4430 Kayne Stewart 02-2459 KaYne's Fence PARCEL INFO ZONE CODE.: UA USE: R-3 SUBDIVISION: UA BLOCK/LOT#: FEE SUMMARY ESTIMATED PROJECT VALUATION: 800.00 FEES Permit Fee 42.46 2 2 Total Valuation .00 ! Use Tax 14.40 ~y~7-6r27y TOTAL 56.86 /`'~-r~'C~ JS f.7fy ~7f-l9b'L3 Comments : okay - MR: 12/22/06 Subject to field inspection I hereby certify that. the setback distances proposed by this permit application are accurate, and do not violate appli ordinances, of the ity of eas measurementsrshown,, randgallerations madeCare accurate;Rthat irhaveereadsand aements gree or restrictions of record; that all application and that I assume full responsibility for compliance with the wheat Ridg Building abide by all Code conditions printed. on this applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field (I.B. C) and all other inspection. Signature of contractor/owner date 1. This StatepofermColit was and provisions Building Codes of Wheat application tion and is subject to the laws of the with the g Regulations 4 4e, Colorado or any other applicable ordinances of the City. - - 2. This abandoned authorized for a period of commenced 180 days. sixty (60) days from issue date or (11) the authorized expire ' building permit suspended the 3. If this and fee of one-half the amount or expires, will be new made permit in the original acquired plans for specifications and any sunormally required, changes have been 9 P P any suspension provided no or abandonment has exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees not be paid for a new permit. shall 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5 written approval notify the with successive phasesaofether all inspections and shall job receive . of a permit or 6 epprovalissuance of, any violation gof approval ov si s I the _ondrawings on1 codes n or shall any other be construed to be a permit for an a _ PP Y P building Y ordinance, law, , nor rule or regulation. All plan review is su gt to f3~ld 1; ec c~nS. Signature of Chief/BUi.Ydfng Offic¢ INSPECTION REQUEST LINE: REQUESTS MUST BE MADE BY date 03)234-5933 BUILDING OFFICE: (303)235-2855 M ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY I~1®tC: Owner / CNUWW ismsportsibleforlocating P lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. - COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: - of w"EgrP BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE 0~2_ PLAN # QG~ WHEAT RIDGE, CO 80033 - (303-235-2855) CCL ORPDO MINOR APPLICATION Property Owner: `Ylrl(.er / ew(mf~ Property Address: 4(1f0iUevcd...4a 11- - Phone: G/LL-71YY Contractor License No.: Z 2 4tS-y Company: Ar..4- )W, a Phone: l72-YY?0 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: 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, forwork under this permit. Plans subject to field inspection. Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax -S Total:$ 00 (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): Description of work: / Sq. Ft. added BUILDING DEPARTMENT USE ONLY COMMENTS: Approval: ,v Zoning: COMMENTS: Approval: WORKS COMMENTS: Approval: f. t4:. DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official 21H S i 4 Irnproue;ment Location,-Certificate 1 ~~1An5 Gillian Land Consultants LLC 8474 W. Ride Avenue' a Littleton, CO 80123 •303-972-6640 LA, YD CONSULTANTS Address: 4290 NEWCOMBE STREET Borrower{s} N/A Title search by: Commitment No.: Legal Descriptions PER CLIENT That :part of the SEk of Sec. 21, Twp. 3 S., Rge. 69 W. Jefferson County, Colo., beginning at a point 3.15 ft. S. L and 392.2 ft. E. of the center of said sec.; thence E. & /~/?AOQS. /l"? parallel to the E & W center line of said sec.,. a distance. IVI U h of 149 ft.; thence S. & parallel to the N.: & S. center line of said sec., a distance of, 100 ft.; thence W. & C.~GIh ~h (L cc_.. parallel to the N. line hereof,a distance of 133 ft.; / thence: N.-74 ft.; thence NW'ly 32.52 ft. to point of - - beginning; M N ~ .1 rpz ~ Tr I N - Wooo x 1 1 I s .I Gauva - .ieon`L_ v e S 'h ',.I Poo- Srtzy A f I mi T poii;SE I- 3,5 T #°di90 77/ °A m6mr_ N, m JGFVtsi°. tV SHe~ lot ~ + r' St+~be rYz I qj i N Ii 4 ` ~p 7y Y Y ^ I Z-0 4240,veW~ / uqP Term s~nd~,Qndipo; [sled the, e[tificate,''thls is a Land Survey Plot or Improvement Survey Plot". This Improve- mentLocation~e ea ''s 44 esfabhsh'propeiij coZo a and-is intended only to give the general situation of the current vis- ual improvements. Githana n fis liable for perehat the cost of this Improvement Location Certificate, and then only to the party specifically shown hereon. entauce~4nd/or use of this lmnrovement Lnestion Certificate for anv n..rnase ronstih.toa