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3455 Orlando Dr 16-2031; SOLAR PANELS
01 CITY OF SANFORD JUL 2 BUILDING & FIRE PREVENTION PERMIT APPLICATION p lic Xin No: k A . Documented Construction Value: Q(1 Job Address: _ 5 r (, n Historic District: Yes No Parcel ID: Type of Wi Description of Work: Plan Review Contact Person: rL Phone: ` 0q- J?3. ()L4yFax: Residential Commercial o El Change of Use Move Email: Property Owner Information Name T n y, L LC Phone: Street: /A Resident of property? : Yh City, State Zip: `7 3 Contractor Information Name -- It Phone: Street: 16 10Bjl,,n10b Fax:_ K.y 7-93Y _01,A q 0) City, State Zip: Q ac ;r>.A- - State License No.: C C-. ,3 b Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. CHRISTINA M. WOODALL Commission # EE 867304 Expires April 3, 2017 BondedThmhopFainInsuranceb00Ja5.7019 Owner/Agent is Personally Kno to Me or Produced ID ype o ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Signature of Contractor/Agent D to UTILITIES: FIRE: Name MY COMMISMO O FF MW p(pIgE3: LW29.2020 WnW7W ?'*ry PLtft W Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: Rev 11.08 h V unIUERSAL.. This Agreement made this 75' day of Ji1P_ , 2016, between Universal Solar, hereinafter referred to as the "Contractor" and Gibson Auto Sales Inc., herein after referred to as the "Owner". 1. Scope of Work. This Agreement refers to the sale and installation of certain Solar Equipment and hardware as described in Appendix "A" attached hereto (the "Universal Solar - Solar Equipment"), the installation and replacement of existing roof system with metal standing seam roof as described in Appendix "B" attached hereto the "Universal Contracting - Roofing Proposal'), and the replacement of lighting system with energy efficient LEDs as described in Appendix "C" (the "V-Blox - Lighting Proposal"). The Contractor shall furnish all of the materials and perform all of the work shown on the drawings and described in the specifications in Appendix "A" and "B" and C" (the "Specifications") and supervise the construction, provide milestone payments to the Subcontractors performing: the Work as described inAppendiices. All work: shall be completed in° a workman, -like manner and in compliance with all building codes and other applicable laws. Contractor agrees to periodically remove all construction debris from the work site. 2. Work Force. To the extent required by law, all work will be performed by parties duly licensed and authorized by law to perform such work. Contractor may, at Owner's discretion, engage' subcontractors to perform work hereunder, provided that the Owner will fully pay Contractor and Contractor shall fully pay said subcontractor. In all instances Contractor will be responsible for the supervision, direction, sequence and management of all work performed under this Agreement. Owneracknowledges that the subcontractors chosen to provide Roofing'Replacement and 'L1=D 1.igl fm aspects ,of`the Work have been selected by the;Owner to `perform Owner agrees not to issue any instructions to the working forces or otherwise hinder the installation of related Equipment- on.the. Property. 3. Commencement of Installation. The work to be performed under this Agreement shall be commenced within four (4) weeks of initial payment, subject to all governmental approvals, permitting or additional work being performed prior to solar installation. Notwithstanding the foregoing, the Contractor shall have no responsibility for any damages sustained by the Owner as a result of any delay in commencement of construction, regardless of the cause. It is expressly agreed by Owner that, notwithstanding, anything to the' contrary specified herein or verbally represented, including but not limited to statements made by Contracfor's sales representative, any scheduled completion date is a good faith estimate and Contractor makes no promises, warranties or representations relative to the date by which the (Work will be complete, and Owner agrees that Contractor.shal . not be liable, whatsoever, for any claims, costs, expenses or damages suffered by the Owner in theevent construction is not completed by the estimated completion date. The Final Inspection and approval by the appropriate governmental agency shall constitute substantial completion of work pursuant to this Agreement. 4. The Contract Price. The Owner shall pay the Contractor for the supplies, material, labor and llstatiation . of .the Solar E pipment,,.the:Ro.of Repjace..X .e ,1, :and :the .,.1=A.: J_ight)ng projects in.;the contract sup .of Six Hundred Eighty -Seven Thousand, Nine Hundred Ninety Dollars ($_687,990.00_), subject to additions and deductionspursuant.to authorized change orders (.the "Contract. Price"). 5. Progress Payments/Remedies. 5. 1. V-Blox (LED Lighting) $112,000.00 i. Down Payment of $_78,400_ (the "Deposit"); if. Within (3) three days of installation completion Owner shall pay to Contractor a sum equal to 0M/ o of the: Contraot.Rice, $_33160:0_ 5. 2. (Universal Con ractirrg (Roof Replacement) $290,000.00, I. Down Payment of $ 43,500 (the "Mobilization"); if. Upon receipt of the permit allowing commencement of work to be performed Owner shall pay to Contractor a sum equal to 50% of the Contract, $_146,000 ; iii. Upon commencement of construction, Owner shall pay to Contractor a sum equal to 25% of Universal Solar Construction Agreement - i MERSL the Contract Price together with any and all sums due as a result of any change orders executed by the parties, $L__72,500 iv. Within (3) three days of construction completion and inspection by local governing agency or Authority Having Jurisdiction, Owner shall pay to Contractor a I sum equal: to 10% of the. Contract Price,.$_ 29,000 6.3. Universal Bolarfftlar:Pio $2195,0,00.0.0 I. Down Payment of $_ 28,699 _ (the "Deposit"); ii. , 'Upon acceptance ,of the Agreement. Scope.9f Work, Owner. shall pay.16 Con -tractor a sum, equal to 20% of the Contract Price, 67,198 iii. Upon receipt of the permit allowing commencement of work to be performed Owner shall pay to Contractor a sum equal to 40% of the Contract, $_ 114,396 iv. Upon commencement of construction, Owner shall pay to Contractor a sum equal to 20% of the Contract pride together with any and all sums due as a result of any change orders executed by the parties, $ 67,198 construction completion Owner shall equat. v. Within (3) three daiys of C n ay toCont,rac . tor a, sum to, 10% of the Contract Price, $ 28599 A failure to make a scheduled payment for a period of 5 days from the due date of the payment shall be deemed a material breach of this Agreement, time being,of the essence. In addition to all other.'remedies that may-, be available to Contractor, . Contractor may suspend work on the job until such time as, all payments due Contractor have been made. To secure payment of this obligation, the Contractor retains a security Interest in all material, supplies and Solar Equipment that may be situated upon the premises and are not otherwise deemed a part of the real. property. Furthermore,, Contractor shall have all: rights conferred under Chapter 713, Florida Statutes, commonly referred to as the Mechanic Lien Laws, including `the right torecordin the public records 'a claim of Hen, for any supplies, orJabor which are unpaid by Owner. Upon request, Contractor shall furnish Owner with a, td -materials providedfor,whichpaym-ei t h sbeen,made. appropfireleasesorlien.waivers: for ail work performed or a 6. Change Orders. Any alteration or deviation from the Specifications, including but not limited to any such alteration or deviation involving additional material and/or labor costs, will be executed, only upon a written order for same, signed by Owner and Contractor,` in addition to signed agreement between owner and designated Subcontractor,, and if there is any charge for Such alteration or deviation, the additional charge will be added to the Contract - Pride of this Agreement. Payment of any Change Orders shall be due to Contractor, upon completion of construction. 7. Governmentat Changes. If any governmental, authority -mandates the requirements in excess of those set forth in the plans, specifications and drawings approved by Owner, the extra costs associated, therewith shall be the responsibility of the Owner. All such ad - ditional costs mandated by any governmental authority shall be deemed additional construction costs and shall be added to the Contract Price. 8. Appendix Listings: The following are incorporated as part of this Agreement and the Contractor and Owner agree to the provisions, terms and conditions contained therein: Appendix " A" —the ''Universal Solar - Solar Proposal" Appendix '.. B" — the "Uriiversai Contracting —Roofing Proposal" Appendix " C" — the "V-B,16x — LED Lighting Proposal" 9. Manufa6turer's Warranty/Disclaimer of Warranties. 9. 1-Th6 Owner acknowledges that the Solar Equipment is subject to an express manufacturer's warranty, which provides, for the replacement of defective Solar, Equipment by the manufacturer. During the term of the,manufacturer's Warranty., any defective parts will be exchanged pursuant to any manufacturers warranty, to the extent entappi . icable. The manufadfurer's warranty excIfudes any damage to the Solar Equipment that results from: i) accident or any, casualty damage. to the Solar Equipment: (ii) Owner's misuse, abuse, or, neglect; or, (iii) any alteration of:theSoiarLquipre 4, or (ivy any: shiopingw costs if applicable. A copy of the manufacturer's warranty. shall be provided to Owner upon final payment to Contractor. 1 9.2 Universal Solar warranties its workmanship for a period of Five (5) years against any defects in workmanship. To the extent that labor is not covered by the manufacturer's warranty, Contractor shall, during the fifth (6) anniversary date of the installation of the Solar Equipment provide at no cost to Owner, the Universal Solar ICUMUERSKI. necessary labor and materials needed to exchange, replace and install any defective equipment. Thereafterand during the remaining term of the manufacturer's warranty, Contractor shall, at Owner's cost, and at service market rate, provide the labor necessary for the installation of any defective equipment covered by the manufacturer's warranty. Upon expiration of the manufacturer's warranty, Contractor shall exchange, replace and install any defective Solar Equipment at Owner's cost; provided, however, the costs of any replacement equipment and. labor associated with the exchange, repla . cement and repair of the defective equipment shall be paid by Owner. 9.3. Except, as herein above provided, all other warranties with respect to the solar eqMpffidtit are hereby disclaimed, to the extent.permitted by law, whether implied or arising'by operation of law; course of dealing, custom and practice, or otherwise, 4ad-udjng :.but not binited to, any warranties of habitability, .merchantability, and fitness for particular purpose. Owner represents that Owner has read and understood this provision, and that Owner understands. and. agrees that by entering into this Agreement and accepting the benefits Described above, Owner has knowingly-relinquished'any and all other warranties of any kind or nature regarding the solarequipment, except as to any manufacturers warranty and other wise contained in this contract. 1 9.4 Warranties provided for Subcontractors' Scope of Work to be contained in individual subcontract agreements between Owner and Owner's selected Subcontractors. 10. Indemnification. To the extent permitted by law, the Contractor shall indemnify, defend and hold harmless Owner from and against claims, damages, losses and expenses arising out of or otherwise resuliting, from performance of the work to the extent such claims, damages, losses and expenses are caused in whole or in part by negligent or wrongful acts of the Contractor. The parties acknowledge that Contractor has no control with respect to security of the building site to which Solar Equipment may be delivered. Accordingly, Contractor shall not be deemed responsible for the theft or destruction of any equipment or materials left at the building site, including anyacls of vandalism to.the equipment, materials or supplies left upon the construction site. The Owner is, advised to procure, insurance coverage for any such loss or damage to the Solar Equipment. The work performed by the Subcontractors shall be at the risk of the Subcontractors exclusively. Subcontractors indemnify and hold Contractor, its parent and affiliates and their respectiveofficers, directors, employees and agents, harmless from and against any and all claims, actions, losses, judgments, or expenses, including" reasonable attorney's fees, arising from or in any way connected with the work performed, materials furnished, or services provided to Contractor during the term of this Agreement. 11. Insurance. The Contractor shall insure against Public Liability on or about the Project from the date of commencement of the Work until the Work has been completed, by carrying a General- LiablMi y insurance policy with limits of at least. $1,000,000 per occurrence and $2,000,000 aggregate., naming the Owner and the Owner of the Property as addrifibnaknsuredsi. The Contractor expressly goarantee5 that. Workman Compen,sation. is current and. complied with. The Contractor shall insure against all risks to 100% of the insurable value of the Work. All subcontractors performing services under this agreement and to the Owner will carry insurance coverage that is current and, meets the same minimum requirements as the above. All subcontractors will provide Certificate of Insurance with, Universal Solar and Gibson Auto Sales Inc. as an additional insured. 12. Payments. All payments due.the Contractor sue! . he payable at_ the Contractor's pffjoeat 1010, Bunnell Rd. Suite 1100, Altamonte Springs, Florida 32714 and shall be made within 5 business days of their due date, failing which the Contractor shall be entitled to:,collect,interest at the highest rate allowedby law. Any payments, received by the Contractor after the accrual of any interest shall be applied first 10 interest and the remaining portio . n of any such payment shall be applied against the sums due under this Agreement. In instances where this Agreement is executed by multiple Owners, Owners, shall be jointly and severally liable to Contractor for all amounts due Contractor hereunder. All amounts due Contractor hereunder shall accrue interest, at the highest rate allowed by law, from the due date thereof until paid. 13., Default/Remedies. If, prior to the commencement of construction, the Owner fails to per -form, Contractor may retain the Deposit as liquidated. damages and in full settlement of all 018ims,,, in which event aff. parties shall be released from the terms and conditions of this Agreement. If, after commencement of construction, the Owner fails: (I) to perform any obligations Imposed by this Agreement so as to give rise to adefault; or, (ii) gives notice to Contractor to cease construction activities at any time following actual commencement of construction, Universal Solar Construction agreement - 3 then and in such event Owner agrees to pay to Contractor all sums due for the work performed and materials delivered to the job site through the date of cessation of construction, and, in addition thereto an amount equal to ten percent (10%) of the total Contract Price as liquidated damages. It is understood and recognized that, in the event of any default by Owner, damage to Contractor resulting there from is difficult to compute in amount, and, therefore, the above specified liquidated damages are agreed as a reasonable adjustment of the probable damages to Contractor under such circumstances. 14. Venue. "it is 'hereby stipulated and agreed 'by the parties hereto that jurisdiction shafl be in the State of Florida and venue shall be in Seminole County, Florida, unless an action is fled to enforce a lien filed pursuant to the provisions of Chapter 713, Florida Statutes, in which event venue shall be in the county in which the land is located. 15. Rebates. Universal Solar and its employees are not responsible for any rebates, credits or incentives that may be available from any other entity. Please consult your tax advisor for all tax related matters. CONTAINS558, IMPORTANT REQUIREMENTS ' YOU MUST FOLLOW BEFORE YOUNMAY RFLORIDA BR NGANY LEGALUACTION FORAP ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS - YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR ;OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH 111CIJSt $E ME? AND fOLLOWErJ TO PROTECT YOUR JNTERESTS. 17. Binding Agreement. Owner does hereby acknowledge that this is a legally binding Agreement. Owner, by signing below, acknowledges that they have reviewed this Agreement in its entirety with legal counsel of their choice or have voluntarily decided to forego the assistance of legal counsel. The Owner, by executing this Agreement acknowledges thereby that they fully understand and agree to the terms and conditions put forth above and do hereby, enter this agreement both knowingly and voluntarily. 18. Counterparts. In instances where this Agreement is executed by multiple Owners, then each Owner hereby appoints the other as their true and. lawful attorney -in -fact, with, power and authority to. execute any and all documents incident to this Agreement, including any addenda to the Agreement, selections, design modifications and any other matters incident to the construction process. Upon execution of this Agreement, the Contractor may justifiably rely upon any document executed by such attorney -in -fact as if fully signed by all parties. 19. Severability. The provisions of this Agreement are intended to be independent. in the event any provisions hereof should be declated by -a -court of competent jurisdiction..20 be; nVq#0,JIIe.ggi or unenforceable for any reason whatsoever, such illegality, unenforceability or invalidity shall not affect the remainder of this Agreement. STATUTORY DISCLOSURE F. S. 713.015 CONSTRUCTION LIENS ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO:" WORK 0NYO.UR.PROPERTY OR PROVIg9MATERIALS.AN.D $ERVtCES,,AND ARE NOT PAID IN FULL HAVE ARIGHTTOENFORCETHEIRCLAIMFORPAYMENTAGAINSTYOURPROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR; CONTRACTOR OR A SU CE?WRACTOR FAILS TO PAY SUBCONTRACTORS, SU.B- SUBCONTRACTORS,.0 MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOfC.TO, YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR Universal Solar Construction Al OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDNS CONSTRUCTION LIEN LAW IS COMPLEX, ANDIT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. IN WITNESS WHEREOF, the parties have affixed Attest: V** r- signatures, effective on the date first written above. Contractor********* As Witnessed by: — J, Ut. "4 Ste^ • Universal Solar By: Brian Marinelli Title: Commercial ales Director _ Date: OWNER************ Attest: Gibson Auto Sales Inc. By: Yves Belanger Name),- Ttle: President As Witnessed tg!AS"e Universal Solar Date: (r!' S Construction 9 3&-93 7- / 3 a (' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONVppcationNo: Documented Construction Value: $ 99S,9 9b , oci Job Address: 3 55 ©rl lb-4 - Historic District: Yes No [ — Parcel ID: Type of Work: New Addition Alteration Description of Work: Plan Review Contact Person: Phone: q 0l- g?3 a ()LyFax• Residential Commercial Repair Demo Change of Use Move Title: 1r- Email: IrNCka( V o C`1 Property Owner Information Cow Name L-LC Street: City, State Zip: 77 3 Phone: Resident of property? : r-p LJ Contractor Information Name)fflPhone: Street: I Ub Fax: City, State Zip: C1 not 2- 3 C__2_7 1 State License No.: CV c— ;b Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional` restrictions applicable to this property that may be found in the public records of this county, and there may,be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance ,with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. - OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature ofContractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID-- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. CHRISTINA M. WOODALL Commission # EE 867304 Expires April 3, 2017 F °`O Bonded TMu Troy fain it wrance 80038557019 Owner/Agent is Per olD Knox e or Produced ID yp APPROVALS: ZONING. UTILITIES: ENGINEERING: COMMENTS: Ok FIRE: C2.4'k -I 1 (9 1 1l0 Signature of Contractor/Agent D to Name Signaturtof Notary -State of j rida usosnYcu r+n W COmLOSIM 9 FF 98M P ; FpF PLOo' PA u Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: M Rev 11.08 UOIUERSAL This Agreement made this 16' day of 2016, between Universal Solar, hereinafter referred to as the "Contractor" and Gibson Auto Sales Inc., herein after referred to as the "Owner". 1. Scope of Work. This Agreement refers to the sale and installation of certain Solar Equipment and hardware as described in Appendix "A" attached hereto (the "Universal Solar - Solar Equipment"), the installation and replacement of existing roof system with metal standing seam roof as described in Appendix "B" attached hereto the "Universal.Contracting - Roofing Proposal"), and the replacement of lighting system with energy efficient LEDs as described in Appendix "C" (the "V-Blox - Lighting Proposal"). The Contractor shall furnish all of the materials and perform all of the work shown on the drawings and described in the specifications in Appendix "A" and "B" and C" (the "Specifications") and supervise, the, construction, provide milestone payments to the Subcontractors pesformitrg the Work as described in Appendices ' ppend ces. Ailworks shalt be completed'in, 4, workmanAike manner and in compliance with all building codes and other applicable laws. Contractor agrees to periodically remove all construction debris from the work site. 2. Work Force. To the extent required by law, all work will be performed by parties duly ,licensed and authorized by law to perform such work. Contractor may, at Owner's discretion, engage: subcontractors to perform work hereunder, provided that the Owner will fully pay Contractor and Contractor shall fully pay said subcontractor. In all .instances Contractor will be responsible for the supervision, direction, sequence and management of all work performed under this Agreement. Owner acknowledges that the subcontractors chosen to provide Rooting Replacement and LED Lighting aspects of the Work have been selected by !he'Owner to 'penorm Owner agrees not to issue any instructions to the working forces or otherwise hinder the installation of related Equipment°, oh the -Property. 3. Commencement of Installation. The work to be performed under this Agreement shall be commenced within four (4) weeks of initial payment, subject to all governmental approvals, permitting or additional work being performed prior to solar installation. Notwithstanding the foregoing, the Contractor shall have no responsibility for any damages sustained by the Owner as a result of any delay in commencement of construction, regardless of the cause. It is expressly agreed by. Owner that, notwithstanding; anything to the,contrary specified herein or verbally represented, including but not limited to statements made by Contractor's sales representative, any, scheduled completion date is a good faith estimate and Contractor makes no promises, warranties or representations. relative to the date by which the Work wU be complete, and Fawner agrees ttrat Contractor sh=aEl not be liable, whatsoever, for any claims, costs, expenses or damages suffered by the Owner in the' event. construction is not completed by the estimated completion date. The Final Inspection and approval by theappropriate governmental agency shall constitute substantial completion of work pursuant to this Agreement. 4. The Contract Price. The Owner shall pay the Contractor for the supplies, material, labor and nsta anon of,thQ:Solar.:Eq_ipment,.Ib RoolReplacemeM, and .the LED J-ighiang projects an the contrect sure of. Six' Hundred Eighty -Seven Thousand, Nine Hundred Ninety Dollars ($_587,990.00_), subject to additions and deductions - pursuant to autborized change orders (the "Contract Price"). 5. Progress Payments/Remedies. 5.1. V-Blox (LED Lighting) $112,000.00 i. Down Payment of $_78,400_ (the "Deposit"); ii. Within ( 3) three days of installation completion Owner shall pay to Contractor a sum equal to Woof W6 Contract Price, $ 3MAQ.-- 5.2: Universal Contraotm (Roof Replacemen. U90, 00.0Q- i: 'Dow Payment o$ 43,00` (the "Mobilization"); ii. Upon receipt of the permit allowing commencement of work to be performed Owner shall pay' to Contractor a sum equal to 50% of the Contract, $_145,000 iii. Upon commencement of construction, Owner shall pay to Contractor a sum equal to 25% of Universal Solar Construction Agreement - 1 V I, D Bofln_t{ P1, iHc.r l _ ,..,at 3.,= .,: ir, ;: ...,'.-fi a . f > r v ii,,._ct 'i - y . ) '_ Q r i uniu,ER the Contract Price together with any and all sums d ue as a result of a : ny change orders executed by the parties, $__72,600 1 1 k/. Within (3) three days of construction completion and inspection by local governing agency or Authority Having Jurisdiction, Owner shall pay to Contractor a sum equal to 10% of the Contract Price, $_ 29,0010 5.3. i Down u 'Upon acceptan.Ge (;f—t'he Agreernent. Scope of Work, Owner sbafl pay to Contractor a sum equal to 20% of the Contract Price, $_ 67,198 m` Upon receipt cxthe permit allowing commencement".work "'"~performed to Contractor a sum equal to 40% of the Contract, $_ 114,396 iv. Upon commencement of construction, Owner shall pay to Contractor ~ sum equal to 200/0 of the Contract,Price together with any and all sums due as a result of any change orders executed by the parties, $ 67,198 v.` Within'' to 10% of the Contract Price, $ 28-599 A failure to make a scheduled payment for a period of 5 days from the due date of the payment shall be additiontoallother37remediesthatmaydeemedamaterialbreachofthisAgreement, time being of the essence. in be available to Contractor, Contractor may suspend work on the job until such time as all payments due Contractor, have been made To secure payment of this obligation, the Contractor retains a security interest'in all ' material, supplies and Solar Equipment that may be situated upon the premises and are not otherwise deemed a part of the FloridaStatutes, real p r9perty. Furthermore, Contractor shall have all rights conferred under Chapter 71, commonly referred to as the Mechanic Lien Laws, including'the rig oTds a clah r shall I furnish Owner with forapysupplies,,materialor labor which are unpaid by Owner. Upon request, Contracto appropriate rel'eases or ii , en waivers for a I fl I work performed ormaterials;providedfor-whichpay-mbnthas, been, madei 6. Change Orders. Any alteration Or deviation from the Specifications,. including but not lim ited to any, such alteration or deviation involving additional material and/or labor costs, will be executed only upon a written orderforsame', signed by Owner and Contractor, in addition to signed agreement between Owner and designated added.to the Subcontractor, and " there ~any charge for such alteration or —deviation, the additional charge Will be completion of oftsAQreemonLPuymertofanyChangeOrdershallbeduebzupon . in excess of those set forth m ssociated therewith shall be the responsibility of the Owner. All such additional costs mandated by any governmental auth I ority shall bedeemed additional construction costs and shall be added to the Contract Price. 8. Appendix Listings: The following are incorporated as part of this Agreement and the Contractor oconditions con Appendix " A" — the " Universal Solar - Solar Proposal' 9. Manufacturer's Warranty/Disclaimer of Warranties. 9 1. The Owner acknowledges that the Solar Equipment is subject to an expre5s'manufacturer's Warranty, which p1rovides, for the replacement of defective Solar Equipment by the manufacturer. During the term of ^'acturer's warranty, any defective parts will be exchanged pursuant to any manufacturer's warranty, to the extent applicable. The manufacturer's warranty excludes any darrfage to the Sotatl qUVMejltttTattesults fr6rrr: L - hf, 6r 00 any sWipping costs. if, applicable. A copy of the manufacturer's warranty i) accident or any casualty damage to the Solar Equipment: (ii) Owner's misuse, abuse, ort neglect; or,, (iii) any shall be.pro . vided to Owner upon final payment to Contractor. 9.2 Universal Solar warranties its workmanship for a period of Five (5) years against any defects inw , orkmanship. To the extent that labor is not covered by the manufacturer's warranty, Contractor, shall, durin'g.the fifth (6) anniversary date of the installation of the Solar Equipment provide at no cost to Owner, the MU"E'SK,, necessary labor and materials needed to exchange, replace and install any defective equipment. Thereafter and during the remaining term of the manufacturer's warranty, Contractor shall, at Owner's cost, and at service market . rate, provide the labor necessary for the installation of any defective equipment covered by the manufacturer's: warranty. Upon expiration of the manufacturer's warranty, Contractor shall exchange, replace and install any defective Solar Equipment at Owner's cost; provided, however, the costs of any replacement equipment and labor, associated with the exchange, replacement and repair of the defective, equipment shall be paid by Owner. 9.3.. Except as'herein above provided, all other warranties with respect to the solar equip'meht,are hereby disclaimed, to the extent permitted by law, whether implied or arising by operation of law,; course of dealing, cus"torn an practice, or otlaerwlse, lnckiding, but rant :tiru'fed to, any warranties of babitability, .nalerchantability, .and fitness for particular purpose. Owner represents that Owner has read and understood this provision; and that Owner understands and agrees that by entering into this Agreement and accepting the benefits Described above, Owner has knowingly relinquished any and all other warranties of any kind or nature regarding the solar equipment, except as to any manufacturer's Warranty and other wise contained in this contract. 9.4 Warranties provided for Subcontractors' Scope of Work to be contained in individual subcontract agreements between Owner and Owner's selected Subcontractors. 10. Indemnification. To the extent permitted by law, the Contractor shall indemnify,, defend and hold harmless Owner from and against claims, damages, tosses and expenses arising out of or otherwise resulting from performance of the work to the extent such claims, damages, losses and expenses are caused in whole or in part by negligent or wrongful acts of the Contractor. The parties acknowledge that Contractor has no control with respect to security of the building site to which Solar Equipment may be delivered. Accordingly, Contractor shall not be deemed responsible for the theft or destruction of any equipment or materials left at the building site, including any,acispf.vandalism to.the equipment, materials or:supplies left upon the construction site. The Owner is advised to procure insurance coverage for any such loss or damage to the Solar Equipment. Ttae work performed by the stirbcontractors snail be at the risk of the Subcontractors exclusively. Subcontractors indemnify and hold Contractor, its parent and affiliates and their respective officers; directors, employees and agents, harmless from and against any and all claims, actions, losses, judgments, or expenses, including reasonable attorney's fees, arisingfrom or in any way connected with the work performed, materials furnished, or services provided to Contractor during the term of this Agreement. 11. Insurance. The Contractor shall insure against Public Liability on or about the Project from the date of commencement of the Work until the Work has been compfetecl by carrying.a General 'Liablffty fnsufance policy with limits of at least $1,000,000 per occurrence and $2,000,000 aggregate, naming the Owner and the Owner of the Property as additionai insureds. The Contractor expressly quaca tees that. Workrnan's Corpensatioar , is current and complied with. The Contractor shall insure against all risks to 100% of the insurable value of the Work. All subcontractors performing services under this agreement and to the Owner will carry insurance coverage that is current and meets the same minimum requirements as the above. All subcontractors will provide Certificate of Insurance with Universal Solar and Gibson Auto Sales Inc. as an additional insured. 12. Payments. All: payments due the Contractor shad be payable at the .Contractor's office at 1.010 ` Bunnell Rd. Suite 1100, Altamonte Springs, Florida 32714 and shall be made within 5 business days of.their due date, , failing which the Contractor shall be entitled to collect interest at the highest rate allawed by law. Any. ; payments received by the Contractor after the accrual of any interest shall be applied first to interest and the remaining portion of any such payment shall be applied against the sums due under this Agreement. In instances , where this Agreement,is executed by multiple Owners, Owners, shall be jointly and severally ,liable to Contractor for all amounts due Contractor hereunder. All amounts due Contractor hereunder shall accrue interest, at the . highest rate allowed by law, from the due date thereof until paid. 13. Default/Remedies. If, prior to the commencement of construction, the Owner fails to perform, Contractor may retain ttte .Deposit as; liquidated damages and in. full settlement of all claims; in which event aft' parties , shall be released from the terms and conditions of this Agreement. If, after commencement of construction, the Ownerfails: (i) to perform any obligations Imposed by this Agreement so as to give rise to a default; or, (ii) gives notice to Contractor to cease construction activities at any time following actual commencement of construction, Universal Solar Construction Agreement- 3 a t) ii3 e.. umu RSRL;" then and in such event Owner agrees to pay to Contractor all sums due for the work performed and materials. delivered to the job site through the date of cessation of construction, and, in addition thereto an amount equal to ten percent (10%) of the total Contract Price as liquidated damages. It is understood and recognized that, in the event of any default by Owner, damage to Contractor resulting there from is difficult to compute in amount, and, therefore, the above specified liquidated damages are agreed as a reasonable adjustment of the probable damages to Contractor under such circumstances. 14. Venue. 1t is hereby stipulated and agreed`by the parties Thereto that jurisdiction shall be in the State _of Florida and venue shall be in Seminole County, Florida, unless an action is filed to enforce a lien filed pursuantto the provisions of Chapter 713, Florida Statutes, in which event venue shall be in the county in which the land is located. ' 15, Rebates. Universal Solar and its employees are not responsible for any rebates, credits or incentives that May be available from any other entity. Please consult your tax advisor for all tax related matters. Gt APTER `55S I lOTICE.€>F CLAIM. CKARTER 558, FIORMA STATUTES, CONTAINS IMPORTANT REQUIREMENTS ,YOU=MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR1. AN` ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY'LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACTA WRITTEN: NOTICE, REFERRING TO CHAPTER 558,,OF'ANY CONSTRUCTION` CONDITIONS YOU ALLEGE ARE.DEFECTIVE AND>PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECTJHE ALLEGED CONSTRUCTION, DEFtCTS AND TO CONSIDER MAKING AN OFFER TO REPAIR .OR PAY FOR THE ", ' ALLEGED CO,NSTRUCTION.DEFECTS..YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE..,, THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS "FtOR1DA LAW 1NN1C"H M(TSfi t3E AV AND FOLLOWED TO:P_tOTECT YOUR,INTERESTS. 17. Binding Agreement. Owner does hereby acknowledge that this is a1egally binding. Agreement. Owner, by signing below, acknowledges -that they have reviewed this Agreement in its entirety with legal counsel of their choice or have voluntarily decided to forego the assistance -of legal counsel. The Owner, by executing this Agreement acknowledges thereby that they fully understand and agree to the terms and conditions put forth above and do hereby,. enter this agreementboth knowingly and voluntarily. 18. Counterparts. In instances where this Agreement is executed by multiple Owners, then each lawfut attorney -In -fact, with. futi power and authority to, executeOwnerherebyappointstheotherastheirtrueand any and all documents incident to this Agreement, including any addenda to the Agreement, selections, design modifications and any other matters incident to the construction process. Upon execution of this Agreement, the Contractor may justifiably rely upon any document executed by such attorney -in -fact as if fully signed by,all parties. 19. Severability. The provisions of this Agreement are intended to be independent. in the event any provisions berreo# sli be declared by a court of competent jur dic on.zo be invalid, illegal or, unenforceable for any reason whatsoever, such illegality,' unenforceability or invalidity shall not affect the remainder of this Agreement. STATUTORY DISCLOSURE F.S. 711.015 CONSTRUCTION LIENS ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES),.THOSEI#Q y pRK .ON YOUR PROPERTY O&PROVIAE MATERIALS. AN.D SERVICES AND ARE NOT PAID IN FULL HAVEARIGHTTOENFORCETHEIR `CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS ACONSTRUCTIONLich. fF Yt)fIR CONiRACTC?R OR.A S.JFCOt.4TRACTO,R;,FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS; THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOURPROPERTYFORPAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU.FAIL TO PAY YOUR CONTRACTOR, YOUR.CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IFALIENISFILED. YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR; MATERIALS, OR Universal Solar ConstructionAgreemZ 4 i z +Id",i.,,9[i OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU 'SHOULD STIPULATE IN THIS CONTRACT. THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTORIS REQUIRED TO PROVIDE. YOU WITH A WRITTEN RELEASE .OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO.,YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND ITIS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. ` IN WITNESS WHEREOF, the parties have affixed eir signatures, effective on the date first written above. Contractor******* Attest: Universal Solar By: Brian Marinelli Title: Commercial ales Director As Witnessed by _._.- - Date: OWNER*********** Attest. Gibson Auto Sales Inc. By: Yves Belanger Name] a Title: President As Witnessed b • Date: E e ` Universal Solar Construction Agreement - 5 ul. +, ;-.. I 6/1/2016 f SCPA Parcel View: 11-20-30-300-0420-0000 i s Property Record Card oa Nwon,CFA - Parcel: 11-20-30-300-0420-0000 s . AMR Owner: SUNFORD INV LLC I sctiwou_coiwa,Y Property Address: 3455 S ORLANDO DR SANFORD, FL 32773 Parcel 11-20-30-300-0420-0000 Owner SUNFORD INV LLC Property Address 3455 S ORLANDO DR SANFORD, FL 32773 Mailing PO BOX 1474.SANFORD, FL'32772 Subdivision Name Tax District S4-SANFORD- 17-92 REDVDST DOR Use Code 2701-USED CAR SALES Exemptions 0 Valuation Method ? Cost/Market Cost/Market i Number of Buildings 4 :4 Depreciated Bldg Value $444.897 $451,691 Depreciated EXFT Value $94,201 $94,777 1 356,942FLandValue(Market) $ 1 356,942 i Land Value Ag Just/Market Value $1 896 040 _ 1 $1 903410 T l Portability Adj Save Our Homes Adj $0 $0 i Amendment 1 Adj 1 $0 $0 L_ P&G Adj ; $0 $0 Assessed Value j $1,896,040 1 $1 903,410 Tax Amount without SOH: $38,737.06 2015 Tax Bill Amount $38,737.06 Tax Estimator: Save Our Homes Savings: $6.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS r a `si:a:.`{.i::s3a:fxtk °'` - ...:a.:,=.'.X.Nv-x..:.%S..w.'rs»u..:.k.:aao,„r'.».':.,.t`.:. .Ka a+.'.?.chat.s.`_,.i.a.,..c.w.u,..sa :.°`•...w.x..:a. tir.i...,..a ;,..:«: SEC 11 TWP 20S RGE 30E BEG 161.44 FT N OF E 1/4 COR RUNS 644.82 FT N 71 DEG 3 MIN 9 SEC W TO ELY R/W N 25 DEG 30 MIN E 699.3 FT S`64 DEG 30 MIN E TO BEG (LESS RD) 7 IT315 Taxsng Authority ri3 Assessment Value 3 % ` ' Exempt Values Taxable Value > t H=j County General Fund $1,896,040 $0 $1,896,040 Schools $1,896,0404rv' y $ 01 $1,896,040 CitySanford' .. $1'.8_ .,...._.- ...._„__.._._.._., .. w`-_,,._._. 96,040 $0 ; $1,896,040 SJWM(Sasnt Johns Water Management) $1,896,040 $0 I $1,896,040 County Bonds $1,896,040 $0 i $1,896,040 r Description Oate p Book; Page Amount Qualsfiedt Vacllmp < - , ate. ,. WARRANTY DEED 11/1/2002 04615 1 0353 $2 400 000 ° No Improved WARRANTY DEED 8/1/1997 03284 0716 $3 150 000 No Improved QUIT CLAIM DEED ? 8/1/1997 t03288 1023 $100 No Improved ` QUIT CLAIM DEED ? 8/1/1997 i 03288 1025 $100 No j Improved WARRANTYDEED 1/1/1985 01609 1088 $1000001 No I Vacant WARRANTY DEED 12/1/1984 01609 1080 $250000 i Yes Vacant WARRANTY DEED j 2/1/1984 = 01530 0310 $260000 : Yes 'Vacant WARRANTY DEED 1/1/1974 01013 1593 $600000 Yes Improved Rg bY,i 91 YV. a 6 "y'"z i?flti #"' } M a r ' r 7i, j,•„:Land;';} , 5,3eP--,< }:f ,a' ke a «"Tx„ ` '*a' #:,. : ': .1 G' S."sk,. .S "d''v ra#xri ^^ ,. r4 4 g'' t `a - c f ' "`e ,+b ,, ` +• x ' ':> http: //parceIdetail. scpqfl.org/ParcelDetailinfo.aspx?P[D=11203030004200000 1/2 6/1 /2016 SCPA Parcel View 11-20-30-300-0420-0000 r, P , SQUARE FEET 0.00 0.00 271134 f 5 00 $1 355 670 ACREAGE. 0.00 ; 0.00 3.18 400 00 a':`.`. Building Information t' ¢ p,Y 1 `<ti^ s T y.__'• r'S " 3skP X"Y* g i.. Zr 'y i r..: nGt4''w'''kif..w»'_^&v'.x..'u'°K"d.a:¢`,i.."vdr°wiai.4aW+'.N9YiS" '`+ iSdd'L.s&.SaE.aw! wb'E13m'v'a':i.wt' "'dY,.:.w-.d.wwce :.5'J'..i .«s:L.'.w"wa'+,;:. rrY; 5 en _{{4. ' .i ' >;:, uAri°«k+.'..i''a'rFYib":rw. tt4f., ia,:+n*:..w.a w1+G.+kE'.,c34:a`.cww':.•EfZ u:!i Desenption Year Built Stones Total SF Ext Wall Ad/ Value Repl Value Appendages', Actual/Effective y$ 150,4171GMASONRY19851F ` 4,736 } WOOD SIDING WITH WOOD OR METAL PILASTER. 'STUDS 3 I $306 193 ' Description; Area CARPORT 1258.00 FINISHED PEN f 2126.00FOINSHEDRCH 2 MASONRY i 1985 1 I 11,872 CONCRETE BLOCK- MASONRY PILASTER. I 197,075 r $401,170 + Desenptwn Area, No Appendages 3 MASONRY i 1985 1 ° 3,192 CONCRETE BLOCK - MASONRY i PILASTER. I 58,283 $118,643 + Description{ Area o Appendages 4 P MASONRY ( 1985 ! 1 714 MASONRY & GLASS PANELS - PILASTER. I I CURTAIN WALLS 39,122 $79,638 Description Area 4 ! s CARPORT FINISHED 11178.00 OPEN "PORCH 198.00 FINISHED Ni' Perrin# Deecn onti4 Agency Amount CO Date Permd Date p_ p01949 20 X 60 COVERED CANOPY SANFORD $6 590 7/8/2014 I INSTALLATION OF AMEREX ABC INDUSTRIAL DRY CHEMICAL FIRE SUPPRESSION SYSTEM 02130 FOR VEHICLE PAINT SPRAY BOOTH - GIBSON TRUCK WORLD; PAD PER PERMIT 3219 SANFORD $3,240 i 1 6/11/2003 ORLANDO DR INSTALLATION OF 1 48.SQ FT POLE SIGN WITH OVERALL HEIGHT OF 15' - INTERNALLY 01316IILLUMINATEDSANFORD . $10,4005/1/2002 L 01353 ADDITION COMMERCIAL SANFORD $26625 6, 2/1/1999-- . 00709 1 ADDITION' COMMERCIAL SANFORD $2 280 a 3 ,12/l/1998 02504 ADDITION -COMMERCIAL SANFORD i $3,350 7/1/1998 009233 ADDITION COMMERCIAL ION... 00590 { ADDITION COMMERCIAL SANFORD $ 2300 i 2/1/1998 SANFORD $ 8000 t 1 12/1/1997 00690 ADDITION.- COMMERCIAL SANFORD i $600 Em 12/1/1996 s a: xx.... xx..+'.. ". :.. ,",^gy ',. yr-: 'g a'tak : -vx'.z t ,. n'.r,-N ExtraFeatures ,# t rsa54 aM wa:.wGum im:wb,>t•Sr..in1:r.2.asv?.4r'ta.s,'"'v"n:i""'»rs''syi'w-4.`"'%.S Au+s4«:;wi'..nuiri4a ro'e.lAG6:?auk`as+..rJ.Y.u•xrv:'isj„_j5j`nit'"d'J`.",t...`cP,..6`%`ae:.?..Cnp.,`Sw'iwi'xadaWa4:oKN$wlwk vm+"'xw'vw,++.a.tNwvx 6 Descnpl7on r Year Built 0 , Units Valuezx New Cost ' 'y F CANOPY GOOD COMM 2/1/2014 1,200 f $13 248 ' $14 400 " CANOPY AVG COMM 2/1/1997 700 ! $2,800 i $7,000' CANOPY AVG COMM 2/1/1990 ( 1,200$4,800 ? ' $12,000 POLE LIGHT CONCRETE ARM ` 2/1/1985 8 $20,752 i $20,752 CANOPY AVG, COMM 2/1/1985 1,120! $4.480 $11,200 6' CHAIN LINK FENCE 2/1/1985 740 j $1,776 ? $4,440 POLE LIGHT CONCRETE 1 ARM 2/1/1985 i 31 $3,114 I $3,114 COMMERCIAL CONCRETE DR 41N 2/1/1985 2,575 $2 194 I $5,485 COMMERCIAL ASPHALT DR 21N _ ? 2/1/1985 112,7401 $41,037 , _ $102,593 hftp://parceldetaii. scpafl.org/ParcelDetaillnfo.aspx?PID=11203030004200000 2/2 City of Sanford JUL X1 2016 Solar Photovoltaic Permit Application Checklist Al lica ' n a kages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. Acomplete application packageshall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. opy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. PtCopy of applicable contractors license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/ she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Provide two copies of a complete basic roof layout indicating the proposed location and orientation of the solar panel array(s). V Provide two copies of signed and sealed engineering for the attachment of the solar photovoltaic system the roof. Wind design data is required on the drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings I Provide the phase, voltage and amperage of the existing electrical service. Provide two complete copies of the support rail specifications and installation manual. Provide two complete copies of the power inverters specifications and installation manual. v Provide.two complete copies of the photovoltaic module specifications and installation manual. Provide two copies of an electrical schematic drawing that includes the complete circuitry from the solar panels through the power inverter to the electrical service panel for the building including conductor types and sizes, conduit types and sizes, junction box type and sizes, the size/rating and location of all of the over current protection devices ( e.g. fuses, circuit breakers), the rating and location of all of the disconnects and all bonding/grounding compliant with NEC article 690. An electrical permit submitted by a licensed electrical contractor is required for the portion of the electrical circuit from the supply side of the power conditioning unit through to the building's electrical service as required by Florida Administrative code 61G4-15.021(3)(d) which states "Solar photovoltaic systems. Solar contractors may install new, or replace existing power and control wiring in photovoltaic (PV) source circuits, PV output circuits, battery storage system circuits, and power conditioning unit. In an interactive system that operates parallel with a primary source of electrical energy, this work is limited to the PV supply side of the power conditioning unit. In a stand- alone, or non -grid connected system, the work above -referenced shall be limited to the PV supply side of the power rtpconditioning unit and shall not include wiring integral to the building premises. All work shall be done in accordance j with the. National Electric Code." Contact person information entered in Naviline? Application forms stamped received and initialed? Revised: February 2015 M 6/1/2016 SCPA Parcel View. 11-20-30-300-0420-0000 Property Record Card f DavVOJoMson,CFA Parcel: 11-20-30-300-0420-0000 Owner: SUNFORD INV LLC A!iNOIL COUtVTY, 1lOFl;7A Property Address: 3455 S ORLANDO DR SANFORD, FL 32773 Parcel' 11-20-30-300-0420-0000 Owner SUNFORD INV LLC Property Address 3455 S ORLANDO DR SANFORD, FL 32773 Mailing PO BOX 1474 SANFORD, FL 32772 Subdivision Name Tax District S4-SANFORD- 17-92 REDVDST DOR Use Code 2701-USED CAR SALES Exemptions Value 2016 Working 1 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 4 4 Depreciated Bldg Value 444,897 451,691 Depreciated EXFT Value 94,201 94,777 Land Value Market 1,356.942 1,356,942 Land Value Ag Just/Market Value " 1,896.040 1,903,410 Portability Adj I Save Our Homes Adj $0 $0 I - Amendment 1 Adj $0 $0 1 L P&G Adj $0 $0 l i Assessed Value _—$1,896,040 _$1,903410 — 9 ( Tax Amount without SOH: $38,737.06 2015 Tax Bill Amount $38,737.06 i Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS , Legal Description SEC 11 TWP 20S RGE 30E BEG 161.44 FT N OF"E 1/4 COR RUN S 644.82FTN71 DEG 3 MIN 9 SEC W TO ELY R/W N 25 DEG 30 MIN E 699.3 FT S 64 DEG 30 MIN E TO BEG (LESS RD) Taxes` Taxing Authority Assessment Value Exempt Values Taxable Value 4 County General Fund 1,896,040 , 0 1,896.040 Schools 1,896,040 0 1,896,040 I City Sanford 1,896,040 0 1,896,040 SJWM(Saint Johns Mter Management) 1.896,040 0 ' 1,896,040 j County Bonds 1,896,040 0 1,896,040 Sales Description Date V i Book Page 4 Amount i Qualified Vacflmp WARRANTY DEED 11/1/2002 04615 0353 2,400,000 No Improved WARRANTY DEED 8/1/1997 03284 0716 3,150,000 No Improved QUIT CLAIM DEED 8/1/1997 03288 1023 100 No Improved QUIT CLAIM DEED 8/1/1997 03288 1025 100 No Improved WARRANTY DEED 1/1/1985 01609 1088 100,000 No Vacant WARRANTY DEED 12/1/1984 01609 1080 250,000 Yes Vacant WARRANTY DEED 2/1/1984 01530 0310 260,000 Yes Vacant WARRANTY DEED 1/1/1974 01013 1593 600,000 Yes Improved Land _ ^ http://parceidetail.scpafl.org/ParceiDetailinfo.aspx?PID=11203030004200000 1/2 I 6/1/2016 SCPA Parcel View. 11-20-30-300-0420-0000 Frontage Depth I Units I Units Price ! Land Value SQUARE FEET ACREAGE 0.00 0.00 271134 ; $5.00 $1,355,670 0.00 0.00 3.18 $400.00 $1,272 R I i Description Year Built Stories Total SF ValueI# Actual/EffectiveI I Ext Wall djF Repl Value Appendages 1 MASONRY 1985 1 4,736 WOOD SIDING WITH WOOD OR METAL 150,417 : 306,193 Description AreaPILASTER. STUDS CACAO 1258.001FINISHED OPEN PORCH 2126.00 FINISHED 2 MASONRY 1985 1 11,872 CONCRETEBLOCK- MASONRY 197,075 401,170 l PILASTER. i Description I Area No Appendages J 3 MASONRY 1985 1 `, 3,192 CONCRETE BLOCK- MASONRY 58,283 118,643 ! - eaDIescnptionPILASTER. No Appendages 4 MASONRY 1985 1 714 MASONRY &GLASS PANELS - 39,122 79,638 Description AreaPILASTERCURTAINWALLS PORT 1178.00 FIN I OPEN PORCH 108,00 IFINISHED -- ---- - J Perrriits Permit # Description Agency Amount CO Date Permit Date V 01949 20' X 60' COVERED CANOPY SANFORD 6,590 ' 7/8/2014 ' INSTALLATION OF AMEREX ABC INDUSTRIAL DRY CHEMICAL FIRE SUPPRESSION SYSTEM 02130 FOR VEHICLE PAINT SPRAY BOOTH - GIBSON TRUCK WORLD; PAD PER PERMIT 3219 SANFORD 3,240 6/11/2003 ORLANDO DR 01316 INSTALLATION OF 1 48 SQ FT POLE SIGN WITH OVERALL HEIGHT OF 15' - INTERNALLY ILLUMINATED SANFORD 10,400 5/1/2002 I 01353 ADDITION -COMMERCIAL SANFORD 26,625 2/1/1999, 00709 ADDITION -COMMERCIAL SANFORD 2,280 12/1/1998 02504 ADDITION -COMMERCIAL SANFORD 3,350 7/1/1998 00923 ADDITION - COMMERCIAL SANFORD 2,300 2/1/1998 00590 ADDITION - COMMERCIAL SANFORD 8,000 12/1/1997 00690 ADDITION -COMMERCIAL SANFORD 600 12/1/1996 s ._ Extra Feature' S Description i irYear Built p Units Value New Cost i CANOPY GOOD COMM 2/1/2014 1,200 13,248 . 14,400 CANOPY AVG COMM 2/1/1997 700 : 2,800 7 000 CANOPY AVG COMM 2/1/1990 1,200 4,800 12,000 POLE LIGHT CONCRETE 2 ARM 2/1/1985 8 20,752 20,752 CANOPY AVG COMM 2/1/1985 1.120, 4,480 11,2001 6' CHAIN LINK FENCE 2/1/1985 740 ! 1,776 4,440 I POLE LIGHT CONCRETE 1 ARM 2/1/1985 3 ` 3,114 3,114 COMMERCIAL CONCRETE DR 4 IN 2/1/1985 2,575 2,194 5,485 COMMERCIAL ASPHALT DR 2 IN 2/1/1985 112,740 41,037 102,593 http://parceidetaii.scpafl.org/ParceiDetailinfo.aspx?PID=11203030004200000 2/2 City of Sanford Solar Photovoltaic Permit Application Checklist must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. i/.Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. V Copy of applicable contractor's license issued by the State of Florida (if the contractor is the 9 applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. I Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Z/Provide two copies of a complete basic roof layout indicating the proposed location and orientation of the solar panel array(s). ILZ Provide two copies of signed and sealed engineering for the attachment of the solar photovoltaic system the roof. Wind design data is required on the drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings Provide the phase, voltage and amperage of the existing electrical service. X_//' Provide two complete copies of the support rail specifications and installation manual. f/ LI Provide two complete copies of the power inverters specifications and installation manual. 1 / Provide two complete copies of the photovoltaic module specifications and installation manual. Provide two copies of an electrical schematic drawing that includes the complete circuitry from the solar panels through the power inverter to the electrical service panel for the building including conductor types and sizes, conduit types and sizes, junction box type and sizes, the size/rating and location of all of the over current protection devices (e.g. fuses, circuit breakers), the rating and location of all of the disconnects and all bonding/grounding compliant with NEC article 690. An electrical permit submitted by a licensed electrical contractor is required for the portion of the electrical circuit from the supply side of the power conditioning unit through to the building's electrical service as required by Florida Administrative code 61G4-15.021(3)(d) which states "Solar photovoltaic systems. Solar contractors may install new or replace existing power and control wiring in photovoltaic (PV) source circuits, PV output circuits, battery storage system circuits, and power conditioning unit. In an interactive system that operates parallel with a primary source of electrical energy, this work is limited to the PV supply side of the power conditioning unit. In a stand- alone, or non -grid connected system, the work above -referenced shall be limited to the PV supply side of the power JQ l conditioning unit and shall not include wiring integral to the building premises. All work shall be done in accordance with the National Electric Code." n Contact person information entered in Naviline? Application forms stamped received and initialed? G Revised: February 2015 CEI 16-781 7/14/16 Caiman Engineering Inc. 16922 Old Washington Rd Nevada City, CA 95959 530-478-9500 Structural Calculations for Gibson Truck World Roof Mounted Solar Array 3455 S Orlando Dr. Sanford, ' FL 32 773 l • B J+t 0G No 75936 cr STATE OF W .; w. Ao,.. A, F• coA Roger Blair P.E. Civil Engineer t N C I N t. t K I N Q, I. N Q' .. Nevada city, to 95959 530.478.9500. is CaimanEngOgmail.com City of Sanford July 14, 2016 Building Permits f 300 N. Park Ave. j Sanford, FL 32771 Subject: Gibson Truck World Roof Mounted Solar Array 3455 S Orlando Dr. Sanford -,,FL 32773 Caiman Engineering Job No 16-781 Roof Mounted Solar Array Structural Certification The solar array to be mounted on the above referenced facility has been evaluated and found to be in I ompliance with the 2014 Florida Building Code and 2014 Florida Building Code Residential. The existing roof structure has been found4o be capable of supporting the additional dead.load of the ^panels=as well as additional load's -identified in Chapter 16 of the 2014 code. Furthermore, the„attachment method has been found to be capable if resisting the wind loads determined by Chapter 16 of the 2014 codes. Both engineering calculations and rational method was used to examine the installation of the new solar array on the existing roof. Following is a description of the methods used for the analysis. o The equipment,(PV panels) eliminates the probability of people walking on the roof within the . equipment footprint thereby, effectively eliminating the live load in the area of the equipment. Since the design live load under 2014 Florida Code for a roof is 20 psf and the equipment weight.of 2.65 . psf, it is my professional opinion that the existing roof system, designed for a minimum of 20 psf live load can handle the additional dead load of 2.65 psf. The same wind load, can be expected for the solar. array as with the original roof structure as the pitch of the array is the same as the original roof pitch. Uplift on the panels has been analyzed to . adequately transfer uplift forces through the attachm'erits to the roof structure Design wind speed is, 140 mph. Cut sheets of the proposed equipment and calculations have been provided -with this correspondence. If you have any questions, please don't hesitate to call me at 530-478-9500. Sincerely, No 76936 ; A s moz oSTATE' OF t/ j t / M- O A A Roger Blair P.E. Caiman Engineering Inc. CIE[ Gibson, Truck,,World Roof Mounted Solar Array 16-781 3455 S Orlando Dr. 07/14/16 Sanford, FL 32773 Loads Worst Case Roof e Roof Material Weight (psf) Metal 1.8 Sheathing 1.5 Framing 4.0 5/8" Gyp Board 2.8 Misc. 1.1 Solar Panel Array 2.65 Total DL 13.9 - Summary DeadLoad' hoof Snow Load Roof 13.9 psf 0.0 psf i5 VLoad> Seam S ecim,en ° Vc4t Seam Specimen S-5! Clamp / P S-51 Clamp f Test Fixture --+ x ' Test Fmmre f, Mom. 6 View Load Table 'Results Pulling Load View Load Table Results Pulling Load Parallel to Seam Normal to Seam 3 Load Test Results (Parallel to Seam) This page shows our current list of Load :Test' Results: Scroll down the page to review all the results. You can also filter test results by Manufacturer. Choose from the Manufacturers" menu to display the desired load test results. Panel Manufacturer Product Thickness Clamp Drexel Metals DMC 200S 2" Double Fold 24 ga steel + All... Units: 0 SAE Metric I Safety Factor` 'F 2 ` DMC 200S 2" S=S-U Drexel Metals 24 a steel 115 1677 lb B!F 839 Ib IDoubleFoldg S-S-V Drel B/F sDMC200S2" ; 24 ga steel 115 1677 Ib 839 lb I Double Fold Notes 1. CAUTION: Note screw tension to avoid damage to this profile. 10. ATTENTION: Clamp utilizes opposing setscrews 2. CAUTION: These are cap -seam type profiles. " The cap of this profile should be mechanically fastened to the seam somewhere along its length with one lap tek. 3. SINGLE FOLD: These profiles are seamed to 90 degrees. 4. ATTENTION: The dimensioning on these seams is such that the clamp will not slip over the seam. Some hand crimping at the clamp, location will resolve this problem. 5. ATTENTION: Two piece clamp utilizes two M8 bolts, not setscrews 6. ATTENTION: Two piece clamp utilizes one M8 bolt, not setscrews 7. SETSCREW TENSION: Please note the setscrew tension. Panel has been tested with increased setscrew tension. 8. ATTENTION' Load values averaged and reported based on 4 or more tests repetitions performed. 9. ATTENTION: Test protocol preformed utilizing concealed standing seam clip This table represents tensile loads applied to the clamp in a direction parallel to the panel seam. Panels must be adequately attached tofthe structure at their point of fixity to resist these loads. Allowable loads are listed utilizing a default Factor of Safety (FS) = 2.0. Actual factor of safety is the responsibility of the designer and should be employed as appropriate. Enter desired Factor of Safety and reset/re-tabulate. All tabled values are dependent upon setscrew tension. Load testing of S-5!® clamps is conducted with setscrews tensioned at 150 inch pounds (22 gauge steel profiles) or 115 inch pounds (24 gauge steel and all other metals). When relying upon published load values, setscrews should be tensioned and verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. Load Test, Results (Normal to SeaM) This page shows our current list of Load Test Results. Scroll down the page to review all the results. You can also filter test results by Manufacturer, Choose from the Manufacturers" menu to display the desiredJoad test results.' Panel Manufacturer Product Thickness Clamp Drexel FMetalsDoubleFold, 24 ga Steel All.. U ni tUnits' SAE Metric I Safety Factor:F W, Tensions 4 g Mode Ibs) Note 0,31 X.., Drexe etais T QMC12-6Q5,:2'!, 24 6a Steel 115 2287 lb C/DiMiniDoubleFold S-5-V Mini Drexel MMetals DIVIC 200S Double,pl , 2, a Steel 115 11 T_ 7 lb228T,lTb T63 lb1- 1 Notes 1. CAUTION:, Note screw tension to avoid damage to this profile, 10. ATTENTION: Clamp utilizes opposing setscrews 2. CAUTION: These are cap -seam type profiles. The cap of this profile should be mechanically fastened to'the seam somewhere along its i64h with one lap tek. 3. SINGLE FOLD:! These profiles are seamed to 90 degrees. 4. ATTENTION: The dimensioning on these seams is such,that,the-claMpr_wil[ nofsl ip, over the seam. Some hand crimping at the clamp location will resolV6'this problem. 5. ATTENTION: Two piece clamp utilize's two M8 bolts,, not setscrews 6. ATTENTION: Two piece clamp utilizes one M8 bolt, not setscrews 7. SETSCREW TENSION: Please note the setscrew tension. Panel has been tested, with increased setscrew tension. 8. ATTENTION: Load values averaged and reported based on 4 or more tests repetitions performed. 9. ATTENTION' Test protocol preformed utilizing concealed standing 'seam -clip This table represents ultimate and allowable tensile loads applied to the clamp in a negative load direction normal to the panel seam. Please note that this protocol isolates failure to the clamp-s`eam connection .* It is possible that in an actual, construction assembly some other mode of failure may occur at lower loads than those produced with this protocol. Loads, imposed on the S-5!0 clamps will be transferred to the panels an their attachment. Panel seams must have sufficient flexural strength to carry these loads, when clamp is used mid -span. span. Panel attachment and building structure must also be sufficient -to carry these loads. The -makers of S-5!0 clamps make no representations with respect to these variables. It is the responsibility of the user to verify this information, or seek assistance from a qualified design professional, if necessary. Allowable loads are listed utilizing a default Factor of Safety (FS) = 3.0. Actual factor of safety is the responsibility of the designer and should be employed as appropriate. Enter desired Factor of Safety and reset/re-tabulate. All tabled values are dependent upon setscrew tension. Load testing of S-5!0 clamps is conducted with setscrews tensioned at 150 inch pounds (22 gauge steel profiles) or 115 inch pounds (24-gauge steel and all other metals). When relying upon published load values, setscrews. should be tensioned and verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22 ga steel and between 130 and 150 inch pounds for all' other metals and thinner gauges of steel. CEI Gibson Truck World Roof Mounted Solar Array 16-781 3455 S Orlando Dr. 07/14/16 Sanford, FL 32773 Attachment Load Calculation Array Area A Number of Panels 74 Square Footage Panel 21.06"sf Panel Array Area 1558.4 sf Number of Attachments 118 Worst Case Wind Load Positive (Download) (From ASCE 07-10 Fig.30.5-1) 20.300 psf' Worst Case Wind Load Negative (Uplift) (From ASCE 07-10 Fig. 30.5-1) 56.200 psf Worst Case bolt load Totals Trib Area DL LL S DL LL Solar Array 13.21 2.65 0.0' 0.0 35 0 Floor2 0. 0.0 .0.0: 0'. 0, Floorl 0 0.0 0.0 0 0. Wall (H) 0 0.0 0 35 0, Total Load 35 lbs Using S-5-U Clamps and manufacurer supplied load data Allowable load parallel to the seam = 839 lbs Parallel Load = 35 lbs < 8391bs allowble Allowable Load normal to the Seam.= 763 lbs. Uplift Load to attachment'-- -56.2 psfx 13.21. sf _ 742' 2 < 763 lbs allowable ATTACHMENT OK CEI 16-781 Gibson TruckWorld Roof Mounted Solar Array 3455 S Orlando Dr. 07/ 14/16 Sanford, FL 32773 Arrav Area B Number of Panels Square Footage Panel Panel Array Area Number of Attachments Worst Case Wind Load Positive (Download) (From ASCE 07-10 Fig. 30.54) Worst Case Wind Load Negative (Uplift) (From ASCE`07-10 Fig. 30.5-1) . Worst Case bolt load Totals Trib Area DL LL S DL LL Solar Array 11.97 2.65 0.0 0.0 32 0 Floor2 0 0.0 0.0 0 0 Floorl 0 0.0 0.0 0 0 Wall ( H) 0 0.0 0 32 0 Total Load 32 lbs Using S-5-U Clamps and manufacurer supplied load data Allowable load. parallel to the seam = 839 lbs Parallel Load = 32 lbs < 839 lbs allowble Allowable Load normal to the Seam = 763 lbs Uplift Load to attachment = -56.2 psf x 14.97 sf ATTACHMENT OK 672. 5 < 763 lbs allowable i 0 CEI Gibson Tru& World Roof Mounted Solar Array 16-791 3455. S Orlando Dr. 07/14/16 Sanford, FL 32773 Attachment Load Calculation Array Area C 9 Number of Panels 136 Square Footage Panel 21.06 sf Panel Array Area 2864.2 sf Number of Attachments 230 Worst Case Wind Load Positive (Download) (From ASCE 07-10 Fig., 30.5-1) 20.300 psf Worst Case Wind Load Negative (Uplift) (From ASCE 07-10 Fig. 30.5-1) 56.200 psf ; Worst Case bolt load Totals .. F . Trib Area DL LL S DL LL Solar Array 12.45 2.65 0.01 0.0 33 0 Floor2 0 0.0 0.0 0 0 Hoorl 0 0.0 0.00 0 Wall ( H) 0 0.0 0 33 0 Total Load 33 lbs ti Using S-5-U Clamps and manufacurer supplied load data Allowable load parallel to the seam = 839'lbs Parallel Load = 33 lbs < 839 lbs allowble Allowable Load normal to the Seam = 763 lbs Uplift Load to attachment = -56.2 psf.! x.12.45-sf ATTACHMENT OK 699. 9 < 763 lbs.allowable CEf j Gibson Truck World Roof Mounted Solar Array 16-781 3455 S Orlando Dr. 6VI4/16 Sanford, FL 32773 Attachment Load Calculation Array Area D 1 Number of Panels 60 - Square Footage Panel 21.06 sf Panel Array Area 1263.6 sf Number of Attachments 112 Worst Case Wind Load Positive (Download) (FromASCE 07-10 Fig. 30.5-1) 20.300 psf Worst Case Wind Load Negative (Uplift) (From ASCE 07-10 Fig. 30.5-1), 56.200 psf Worst Case bolt load Totals Trib Area DL LL S DL LL Solar Array 11.28 2.65 0.0 0.0 30 0 Floor2 0 0.0 0.0 0 0 Floorl 0 0.01 0.0 0 0 Wall (H) 0 0.0 0 30 0 Total Load 30 lbs Using S-5-U Clamps• and manufacurer supplied load data 1 Allowable load parallel to the seam = 839 lbs Parallel Load . = 30 lbs < 839 lbs allowble Allowable Load northat to the Seam = 763, lbs Uplift Load to attachment =' 56.2 psf x 1.1.28..sf 634.1 < 7631bs allowable ATTACHMENT'OK ` ASCE 7-10 WIND ZONE MAP RISK CATEGORY 11 130 120 115 130 120 Ir 7. 140 150 150 160 JL 70 160 17 0 Source: ASCE Minimum Design Loads for Buildings and Other Structures MIMMUMDESIGNLOADS h< ,QD, ft- Figure30.5-1' Design Wirid.:Rressures „ < . Buildings walls & ROOfs Enclosed B.. . I a r f FIatRoof Hip -Roof, (7,9 < 6:< 27T91 E 1 .. 3, x G abie Roof(8 <_ 7°) Gable Roof_'(7° c 8 <45°) interior Zones End` o' nes .,Corner. Zones oofs- Zone 1`I Walls-Zone4- - , ,y Roofs-Zone2/Walls-Zone5 Roofs,-Zone3 s Notes: 1. Pressures ,ehown are applied normal to the surface, for exposure B, at h=30 fi (9.1m). Adjust to other conditionsusing Equation' 30 5-, 1.._ 2. Plus and mmus.signs signify pressures acting toward and away from'the,surfaces ?respectively. 3. ; For hip roofs with 0 5 25°, Zone 3 shall be treated as Zone'2. 4. '.For, effective wind areas between those given, value may be interpolated, otherwise use the value associatedtwiih the lower effective wind area. 5.-t .. Notation:, a 110 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less'ihan either 4'%f least ho`nzontal'dmension of 3 ft (0.9 m). h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <] 09. 9 Angle of plane of roof from horizontal, in degrees. 345 CHAPTER 30 WIND LOADS - COMPONENTS AND CLADDING 346 Chapter 30 WINO LOAD - CO :PONENiS. AND, CLADOIN,O (C160 E 30.1 SCOPEc.30.1.2 Conditions A=building whose design mind` oads are deter- 30.1.1 Building „Types ' mined in, accordance with, this chapter shall comply - This chapter"applies,to the -determination- of wind with all of the following=conditions::: pressures on components and cladding. (.C&C) on 1. The building is a,regular.-shaped building_ as. S buildings defined in Section 26.2. 2• The building does not have ,response characteristics 1) Part l is applicable to an enclosed or partially making it; subject to across wind loading, vortexenclosed: shedding; or instability due to galloping or flutter; - Low-rise building (see definition in Section 26.2) or it does not have.a site: location for which Building with h <— 60 ft (18.3 gym) channeling effects or buffeting in the wake of', iapwmd obstructions warrant special consideration. The building'hds a flatroof, gable roof, multi'span'gable roof,-hip''roof;'moiioslope roof, 301.3 Limitations stepped 'roof, or sawtooth roof and thwind take into _consider sressuresarecalculated'from a'wind pressurecaused ationtheloadmagnificationeffectby gusts in equation. resonance with along -wind vibrations of flexible a 2)' Part 2'is a simplified approach"and is`applicable'to buildings. The loads on buildings not meeting the an enclosed: requirements of Section, 30:'1fi2, or' having unusual Low rise building (see definition in Sectton'26.2) shapes or response characteristics, shall be determined literature Buildingwithh <_ 60 ft (18.3 m) using recognized documenting such wind load effects: or shall use the wind tunnetprocedure The building has ,a flat roof; gable roof, or hip'roof specified in: -Chapter 3:1: and the wind pressures are "determined directly from a table. 30.1.4 Shielding 3) part 3 inapplicable to'an enclosed or partially There shall be no reductions in velocity pressure enclosed:, due to apparent shielding afforded -by buildings and other structures orterrain features. Building with h > 60 ft (18.3 m) The building has a flat roof,:pitched roof, gable 301,5 Air -Permeable Cladding roof, hip roof, mansard roof, arched roof, or domed Design wind loads determined from Chapter 30 roof" and the wind pressures are calculated from a shall be used for air -permeable cladding unless wind pressure equation. approved test data or recognized literature demon, 1" 4) Part 4 is a simplified approach and is applicable to strates lower loads for the type of air -permeable an enclosed cladding being considered. Building with h 5 160 ft (48.8 m) The building has a flat roof, gable roof, hip 30. 2 GENERAL REQUIREMENTS roof; monoslope roof, or mansard roof and the 30.2.1 Wind Load Parameters Specified wind pressures are determined, directly from a in Chapter 26 table. 5) Part 5 is applicable to an open building of all The following wind load parameters are specified heights having a pitched free roof, monoslope free in Chapter 26: roof, or trough free roof. Basic Wind Speed V (Section 26.5) 6) Part 6 is applicable. to building appurtenances such Wind directionality factor Kd'(Section 26.6) as roof overhangs and parapets and rooftop Exposure category (Section 26.7) equipment: Topographic ,factor K-, (Section 26.8) 3F5 CHAPTER 30 WIND LOADS,— COMPONENTS AND CLADDING Gust Effect Factor (Section; 26.9) cient K. or K,,, as applicable, shall be determined from Enclosure classification .(Section 26.10) Table 30:3-1. For a,, site located- in a transition,zone Internal pressure coefficient (GCp,) (Section 26.11): between exposure categories, that is, near to a change in ground surface roughness, intermediate values of KZ 30.2.2 Minimum Design Wind Pressures or K,,, between those shown in Table 30.3-1, are The design wind pressure for components and' permitted, provided that they are determined by a cladding of buildings shallljnot be less than a net, rational analysis method defined in the recognized pressure of .16 lb/ft` (0.77 kN% m') acting in either literature. _ direction normal to the surface. , 30.2.3 Tributary Areas Grea'ter'than 700 ft2 (65 mz) Component and cladding` elements with tributary areas greater than 700 ft2 (65sin) shall be permittedto be designed using the prov1sions for MWFRS. 30.2.4 External Pressure' Gaefficients Combined gust effect factor and external pressure coefficients for components and cladding, (GC,), are given in the figures associated with this. chapter. The . pressure coefficient values and gust effect factor shall not be separated. 9 30.3 VELOCITY PRESSURE 30.3.1 Velocity Pressure Exposure Coefficient Based on the exposures category determined. in Section 26.7.3, a velocity pressure exposure coeffi 31.6 Starling Madison Lofgyist , lnc . C o n s rt'1"t i n g S t-ru c t u r a'J a r7 d.p r<G 'n s a cL n -i n e e is 5224 South 39' Street, Phoenix, Arizona 85040 tel: ( 602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge 1495 Zephyr Ave Hayward'; CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR100 Rail, Roof Flush Mounting System -Structural Analysis j Dear Sir: We have ,analyzed ,the IronRidge XR100 Rail,,, .for the. subject 'solar module support system ` and determined that, fo"r. the configurations and, criteria described below, if is in compliance with the applicable sections of the following Reference Documents: r Codes: ASCE/SEI 7-10.Min. Design Loads for Buil;dings'& Other Structures Ytorida Building.Co_de 2014; 5" Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support"PV Modules, dated Effective November 1, 2012 by ICC-ES, Aluminum Design 1Vlanual,'2010 Edition The IronRidge, XR100 Rail is -an extruded aluminum, section with an overall depth of;1438 in. and a net' area of 0.583 sq.in. The rails are used to support solar, modules;, -typically, o' the roof of a building. _, See Exhibit A - attached. The rails are clamped`to aluminum angle brackets that are either s attached directly to the roof framing or attached .to, a stand -that is.screwe' d to the roof framing. The rails are mounted across the slope' with a small clearance (flush mounting)' t6- the underlying roof structure._ The installed,solar modules are'`at the same slope as,the underlying roofatructure. A111o, ads are transferred to the roof framing_through the angle brackets. by, simple ,bi-axial flexure of therails. The maximum"span'of the rails is governed by either the mid: -span flexuraf.. stresses or the deflection requirement that"the rail not come into contact with the roof. The effect of, seismic loads (for all design. categories A-F) have been, determined to, be' less than the effeddue to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables IA-9A are for modules with a maximum; long dimension of 67.5 inches and Tables 113-913 are for modules with a maximum. long dimension of 78.5 inches. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers. t IronRidge December 18,2014 Mr. David F. Taggart Page 2 of 20 IronRidge XR100 Rail,' Roof Flush Mounting System —Structural Analysis Table 1A - MAXIMUM SPANS (in) - Roof Slope 0° to 6° - Wind Zone 1 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 1 122, 104 88 82 73 66 61 56 53 50 122 104 88 82,.' 73 66 ..: 61 56 53 50 122 104 88 82 73 66 61 56 53 50rl122, 104 88 82: 73 66 61 56 53 50 . Category 112 104 88 82 73 66 61 56 53 50 B 1041, 104 88 82 73 66 61 56 53 50 150 97" 97 88 82 73 66 61 56 53 50 160 01. 91 88 1 82 73 1 66 61 56 53 50 1.70 85 85 85 82 73; 66 61 56 53 50 ' 100 1i2 104 88, 82 73 66 61 56 53 50 105 1 '17' 104 88 82 73 66 61 56. 53 50.. 110 1.12' 104 88 82 73 66 61 56 53 50 120 102 102 88 82, 73. 66 61 :. 56 53 50 Category 130 94 ': 94 88 82 73 - 66 61 56 53, 50 C 140 8. 88 88 82 73. 66 61 56 53 50 150 82 82 82 82, 73 66 61` 56, 53 50 160 77,1 77 77 77 73 66 61-, 56 53 50 170 1 72 72 72 72 72 66 61 56 53 50 100 113. 104. 88 82 73 66 61 56 53 50 405 108. 104 88, 82 73 66 61 56 53 50, 110: 103 103. 88 82 .; 73 66 61 56 53 50; 120 94 94 88 82 73 66 61 56 53 50. Category D 130 87 87. 87 82. 73 66 61 56; 53 50 1,40 80, 80 80 ,, 80., 73 66 61 56 53 50 150 75" 75 75 75 73 66 61 56 53 50 160 7,0 70 70 70 70 66. 61 56 53 50 170 66. 66 ,. 66 66 66 66 61 56 1 . 53 50 Notes — see page 20 uist, Inc. Consulting Structural and Forensic EngineersStarlingMadisonLofq 2- lronRidge Mr. David F. Taggart lronRidge XR100 Rail, Roof Flush Mounting System.— Structural Analysis December 18; -2014 Page 3` of 20 Table 2A - MAXIMUM SPANS (in) - Roof Slope 0* to 6° - Wind Zone 2 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mphr O'psf 10 sf 20 psf 30 psf 40 psf, 50 psf 60 psf 70 psf 80. Psf 90 sf 100 109 104 88 82 .' 73 66 61 56 53 50 105 103 103 88 82 73 66 61 56 53 50 110; 98 98 88 82 73 66 61 56 53 50 120 ' 90' 90 88 82 73 66 61 56 53 50 Category B 130 - 83 83 83 82 73 66 61 56 53 50 140 77 77 77 77 73 66 61 56 53 50 150 72 72 72 72 72 66 61 56' 53 50 160 68 68 68 68 68 66 61 56 53 50 170 64 64 64 64 64 64 61 56' 53 50 100 91 91 88 82. 73 66 61 56 53 50 105 - 87 ' 87 87 82 73 66 61 56 - 53 50 110, 83 83 83 82 73 66 61 56 53 50 120 . 76 ' 76 76 76 73 66 1 61 56 53 50 Category C .. 130 °- 70 70 70 70 70 66 61 56 - 53 50 140 65 65 65 65 65 65 61`- 56 53 50 150 61 61 61 61 61 61 61 56 53 50 160 57 57 . 57 57 57 57 57 56 53 50 170.' 54 54" 54 54 54 54 54 54 53 50 ' 100, 84 84 84 82 73 66 61 56 53 50 105 80 80 80 ' 80 73 66 61 56 53 50 110 76. 76 j 76 76 73 66 61 56' 53 50 120 70 70 70 70 70 66' 61 56 - 53 50 Category 130 65 65 65 65 65 65 61 56 _ 53 50 D 1.40 60 60 60 60 60 60 60 56 53 50 150 56 56 56 56 56 56 56 56 53 50 160 52 ' 52 52 52 52 52 52 52 52 50 ' 170 ° ' 49 49 49 49 49 49 49 49 49 1 49 Notes — see page 20 Starling Madison Lofquist, Inc.-. Consulting Structural -and Forensic'. Engineers 3- lronRidge Mr. David F. Taggart IronRidge XR100 Rail; Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 4 of 20 Table 3A - MAXIMUM SPANS (in) - Roof Slope 0° to 6° - Wind Zone 3 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psi 10 sf 20 sf 30 sf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 87 87. 87 82 73 66 61 56 53 50 105 83 83 83 82 73 66 61 56 53 50 110, 79 79 79 79 73 66 61 56 53 50 120 72 72 72 72 72 66 61 56' 53 50 Category B 130 67 67 67 67 67 66 61 56 53 50 140 62 62 62 62 62 62 61 56 53 50 150 58 58 58 58 58 58 58 ' 56 53 50 160 54; 54 54 54 54 54 - 54 54 53 50 170 51 1 51 51 51 51 51 51 51 51 50 100 73 73 73 73 73 66 61 56 53 50 105 70 70 70 70 70 66 61 56 53 50 110 67 67 67 67 67 66 61 56 53 50 120 61 61 61 61 61 61 61 56 53 50 Category C 130 56 56. 56 56 56 56 56 56 53 50 140 52 52 52 52 52 52 52. 52 52 50 . 150 49 49 49 49 49 1 49 49 49 49 49 160 46 46 46 46 46 46 46 ' 46 46 46 170 43' 43 43 43_ 43 43 43 43 43 43 100 1 67 7 ` 67 67 67 66 61 56 53 50 105 64 4 64 64 64 64 61 56 53 50 110 61 161 61 61 61 61 61 56 53 50 in 56,,6 56 56, 56 1 56 56 56 53 50 Category D 130 52 52 52 52 52 52 52 52 52 50 140 48 48 48 48 48 48 48 48 48 48 150 45 1 45 45 45 45 45 45 45 45 45 160 42 42 42 42 42 42 42 42 42 42 170 40 40 1 40 40 40 1 40 40 1 40 1 40 40 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 4- IronRidge . Mr.: David F. Taggart IronRidge XRI00 Rail, Roof`Flush Mounting System- Structural Analysis Table 4A - MAXIMUM SPANS (in) - Roof Slope 7° to 270 -Wind Zone 1 (67.5".Max Vlod-6WLength)- XR100 Rail-" : Wind Speed', Ground: Snow Load : Ex osure- P mph : 0 psf 10 sf . 20 .. sf , 30 sf 40 sf 50 : sf 60 sf -- sff". 80 sf 90 ,. . sf 100 112;, , 97 83 72 64 58 ... 53 49.;_ 46 43 . 105 112,97 83 72 64 >: 58 53 49.. 46 43 110 112;``; 97 83 72 64 58 ,' 53 49." 46 43 ' 120 112 97 83..: 72_ 64,, 58 53 49 .`: 46 43 ':... Category B 1:;30 112 97 83 72 64.; 58 53 49 ;= 46 43 . 140 105- 97 . , 83 t!- 72 64 , .: 58 53 49 ;:, 46 43 96 ' 82 . - 72.; 64 58 53 491 46 43 160 ` 92 , 92 81 'N 72, 64 58 53 :; 49 `- 46 . 43 170 ..: 87... 87 71 . i 64 58 , 53 „: 49. 46 43 1'00 112,, 97 83 ^: 72 64 58 53 , - 49: ,, 46 43 105 ; 112: 97 :-. 83 72 64 = 58 53 49,, 46 43 110 112 97 83 64 58 53 49 ,; 46 43 120, ,. 103 97 83- 72 64 58 53 49 pr' 46' , 43 Category" 1.30: 96 95 82 , 72 64 58 53 . 49 46 43 C 140 89 89 80 71 , 64 58 53 49 :- 46 43 1,50 M , 84 78 70 64 58 53 49 `. 46 43 160 79 , . 79 76 '.. 69 '_ 63 58 _ ' 53 49 ` 46:- , 43 170. 74 . 74 , 74 '-.. 67 62 ,, 57 .„.• 53 . 49, , 46, 43 00 112 . 97 83.,. 72' . 64 58:: 53 `,; 49, 46, 43 105 ;° 11408 97 83,, 72 64. 58 53` 49 46 43 110 103", 97 83 72— . 64 :, 58 -. 53 $, , 49 46 43 Category 120 95 " 95 1 82 72 64 58, 53 , 49, 46 43` 130 - 88 - 88 80 71, 64 58 53 449 46 43 D 140 82 82 ` 78 ". 70 63 58 53, ' 49,,,' 46: 43 1,50 „ 77 , . 77 ', 6 7 6862 58. 160 73. 731,: 73 67` 61 57, 53--, 49 46, 43 1.70 68 Notes — see page 20 68.. 68 65. , 60 .. 56 53 49 46 43 IronRidge December 18 2014 Mr. David F. Taggart Page 6 of 20 IxonRidge XR100 Rail! Roof Flush Mounting System =-Structural Analysis Table 5A.- MAXIMUIVI_SPANS.(in) -Roof Slope 7° to 27' - Wind Zone 2 (67.5" Max Module Length) XR100.., Rail Wind Speed Ground Snow Load Exposure mph- 0ipsf 10 sf 20 OSf 30 sf 40 sf 50 psf 60 psf 70 sf 80 sf 90 . psf 100 1106 97 83 . 72_ 64 58 . 53 49 46 43 105 1:02 - 97 . 83 72 64 58 53 49 46 43 110' 97` 97 83 '' 72 64 58 ' 53 49 46 43 ' 120 90: 90 ' 83 72 64 58 53 49 ,: 46 43 , Category 130 83' ` 83 83 72 64 58 - 53 - 49; ` 46 43 140 77 77 - 77 72 _ 64 58 53 49 46 43 150 73 73: 73 72 64 - 58 53` 49 1 46 43 160 68" 68 68 68 : 64 58 53 49 '. 46 43 170 64. 64 64 64 64 58 53 49 '' 46 43 100 91" 91 83 72 64 58 53 49L 46 43 105 87. 87 83 72 64 58 53 49 -' 46 43 110 83? 83 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43 Category C= 130 71 71 71 71 64 58 53 49 46 43 140 66, 66 66 66 64 58 53 49 46 43 ' 150 62' 62-' 62 62 62 58 53 49. 46 43 160 58:- 58 58 58 58' 58 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43 1,00 84!"' 84 83 72 64 58 ` 53 49 46 43 ' 105 80 80'' 80, 72 64 58 53, 49 46 43 110 77 - 77 ` 77 72 64 58' 53 = 49-1 46 43 120 70.; 70 70 _ 70 64 58 53 49 46 43 Category D 130 65" 65 65, 65 64 58 A. 53 49 46 43 140 61 61 61 61 61 °i 58 53 49- 46 43 150 57' 57 57 57 57 57 ' 53 49 46 43 1'60, 53.; 53 53 53 ` 53 53 53 49 46 43 170 503 50 50 50 ' 50 50 ' 50' 49 46 1 43 ' Notes — see page 20 Starling Madison Inca Consulting Structural and Forensic Engineers 6- IronRidge ... December 18, 2014 Mr. David-,F. Taggart Page 7'of 20 IronRidge XR100 Rail, Roof Flush Mounting System = Structural Analysis. Table:6A - MAXIMUMSPANS (in) -,Roof Slope 7° to 27*•- Wind Zone 3 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load O: psf 10 sf 20 psf 30 „ 40 50 60 70 f 80, sf 90Exposure,mphsf100 '; 87 . 87 83 72 64 ' 58 . ` 53 49 46 43 105- 83 83 83 72 64 58 53 49 46 43 110 - 80 80 80 72 64 58 53 49 46 43 120 73 73 73 72 64 ` . 58 53 ` ' 49 46 43 Category, B 130 68 68 68 • 68 64 58 53 49' 46` 43 ,. 140'..' 63 -' 63 63 63 63 '° 58 53 49 46 43 ' 150 59 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 43 170 52 `' 52 52 52 °. 52 52 52 ""` 49 4.6 43 ' 100 74 :' 74 M 72 . ` 64 ` 58 53:; 49 46 • 43 105': 71 71 71 71' 64 58 53 ` 49 46 43 110 68 68 68 68 64 58 53 49 46 43 120 62' 62 62 62 ` 62 58 53 49 46 43 , Category' C 130 58 58 .. 58 '" 58 .' 58 . 58 53 49 46 43 140 ': 54 54 54 .. 54 54 54 53 49 46 43 ` 150 50 . 50 50 50 50 50' 50 49 46 43 160': 47 47 47 47 47 47 47 47 46 43 170 44 44 ' 44 44 44 44 44 44 44 43 100 68 '` 68 68 68 64:. 58 53 49 46 43 105 65 65 65 65 64 58. 53 : 49 46 43 110 62 62 62 62 62 58 53 49 46 43 120 57 57 57 57 57 57 53 '. 49". 46 43 Category 130 53 ' : 53 .µ53 53 53 ' 53 53 .: 49 46' 43 D 140 49 ': 49 49 49 49 49 49 49 46 43 150 . 46 46 46 46 46 46 46 46 46 43 160 43 43 43': 43 43 43 43 43 43 43 A 170 41 41 41 41 41 41 41 41 41 41 Notes — see page 20 Starling Madison Lofquist, Inc. v Consulting Structural'and .Forensic Engineers 7- IronRidge December 18, 2014 Mr. David F. Taggart '. Page 8 of 20 IronRidge XR100 Rail,:* Roof Flush Mounting System — Structural Analysis Table 7A - MAXIMUM!:SPANS (in) - Roof Slope 28° to 450 - Wind Zone 1 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph O psf sf .. 10F84f 30 sf 40 sf 50 sf 60 sf 70 sf 80 sf 90 sf 100 107, 98 75 67 61 56 52 49 46 105 107 98 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 . 120 101. 94 82 74 67 61 56 - 52 49 46 Category B 130 96`i 91 80 72 66 61 56 52 49' 46 140 61 88 78 70 65 60 56. 52 49 46 150 87 85 76 69 64 59 56 52 49 46 160 83 82. 74 67 62 58 55 52 49 46 170 79;; 79 72 66 61 57 54 51 49 46 100 ibt-, 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52. 49 46 110 95 91 80 72 66 61 56 52 49 46 120 90; 87 1 77 70 65 60 56 . 52 49 46 Category C 130 85', 84 75 68 : 63 59 56 52 49 46 140 81 80 72 66 62 58 55 52 49 46 150 76 " 76 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 170. 69' 69 66 61 57 54 51 49 47 45 100 96` 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 120 85 83 75 68 63 1 59 55 52 49 46 Category. D 130 80, . 80 72 66 61 58 54 52 49 46 140 75' 75 70 64 60 56 53 51 48 46 150 71. 71 67 62 58 55 52 50 48 46 160 68 68 65 1 60 57 54 51 49 1 47 45 170 64„ 1 64 62 1 58 1 55 1 52 1 50 1 48 1 46 1 44 Notes — see page 20 Starling Madison Lof4ui'st, Inc. Consulting Structural and Forensic Engineers IronRidge Mr. David F. Taggart IronRidge XR100 Rail Roof Flush Mounting System, _ Structural. Analysis Table 8A.-' MAXIMUM'SPANS,(in)"- Roof Slope 289 to 45° - Wind Zone 2 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph., Oipsf, 10 sf 20 Psf 30 psf 40 sf 50 psf 6Q psi 70 psf 80 psf 90 psf 100 107 .: 98 84 75°:` 67 61 56 52 49 46 105 107 98 84 75.. 67 61 56 62. 49 46 1.10 106' 97 84 75 67 61 56` - 52 49 46 120 101 94 82 74 67 61 56 52 49 46, Category: , B 130 94 91 80 . 72 ' 66 61 56 52 " °.' 49' 46 140 . 88 88 ,. 78 70 65 60 56 .'' 62 49 46 ` 150 83 83 76 69, 64 59 56 52 49 46 . 160 78 78 74 67 62 ` 58 ' ` 55 52 - 49 46 170 74 74 72 66 " 61 57 = 54 j 51_ 49 46 100- 101,, 94 82 74 ' 67 .' 61 56 = 52 49 46 105 98 93 81 73 67 61 :.. 56 52 49. 46' . 110 94 ,° 91 ` ` 80 _ 72 66 '. 61 56 52 49 46 y' 120 87` 87 77 70 65 60 56 52 49 46 Category, G 130 81 81 75 68 63 59 56 ' 52 - 49, 46 :. 140 76 76 72 66 62 58 - 55 : 62- ' 49. 46 150 71 .`. 71 70 65 60 57 53 51 49 46 160. 67 67 67°. 63 59 55 52 50 4,8 46 ' 170 r` 64 64 64 61 57 54 - 51 .; :; 491, < 47. 45 100, 95 91 80 72 '; 66 " 61 56 :'; 52 49 46 105 , 91 89 79 -. 71 65 61 :. 56 '` 52 .'' 49 46, 1110 87 87 77 70 65 60 56 52 `:' 49 - 46 120 81 81 75 :.:: 68 63 59 55 52 . 49 46 Category D 130 ` 75 75 ' 72 ' 66 61 58 . 54 ' S2 " 49 ` 46 140 70 70 70 " 64 ". 60 '' 56 53 '' 51 '' % 48 46 .. 150 66 66 66 : 62 58 55 52 50 ` ` 48 46 160 62 62 . 62 60 57 54 51 49 ° ., 47 45 170 : ' 59 59 ' 59 '' 58 ; 55 ,, 52 50 ` 48 46- 44 IronRidge- . Mr. David F. Taggart lronRidge XR100 Rail, Roof Flush Mounting System = Structural Analysis December 18, 2014 Page 10 of 20 Table 9A - MAXIMUM4!SFANS (in) - Roof Slope 28° to 45° - Wind Zone 3 (67:5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 . psf 20 psf 30 psf 40 psf' . 50 psf 60 psf 70 psf 80 psf`psf 90. 100 107, 98 84 75 67 61 56 52 49 46 105 107' 98 84 75 67 61 56 52 49 46 110 106` 97 84 75 :: 67 61 56 52 49 46 120 101: 94 82 74 67 61 56 52 49 46 Category B 130 94 , 91 80 72 66 61 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 83-. 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 74` 74 72 66 61 57 54 51 49 46 100 10t 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 94°° 91 80 72 66 61 56 52 49 46 120 7' 87 77 70 65 60 56 52 49 46 Category . C 130 81 81 75 68 63 59 56 52 49 46 140 76,` 76 72 66 62 58 55 52 49 46 150' 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 170 6,4' 64 -. 64 61 1 57 54 51 1 49 47 45 100 : 95; 91 80 72 66 61 56 52; 49 46 . 105 91.. 89 79 71 65 61 56 52 49 46 ' 110 87 87 77 70 65 60 56 52. 49 46 120 81 81 75 68 63 59 55 52 49 46 Category D 130 75 75 72 66 61 1 58 54 52 49 46' 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 _ 58 55 52 50 48 46 160 62E' 62 62 60 57 54 51 49 47 45 . 170 59"- 59 1 59 58 55 52 ` 50 48. 46 44 ` Notes - see page 20 Starling Madison Inc. ' Consulting Structural and Forensic Engineers 10- IronRidge . December 18 2014 Mr. David F. Taggart Page I'Lof 20 IronRidge XR'100 Rail, Roof Flush Mounting System —.Structural'Analysis Table 1B - MAXIMUM SPANS -(in) -'Roof Slope 0° to 6° - Wind Zone 1 (785" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph, 0 psf 10 sf ` 20 sf ... 30 sf 40 sf : 50 sf W1. sf 70 : psf 80 psf 90. psf 100 1'14 97 :_ 82 76 68 61 56 52 49 46 105 114, 97 ' ' 82 76 68 61 56, 52 49 4.6 110 114 97 82 76 68 .:; 61 ';, 56 52 49 46 120 114 97 82 .` 76 68 61 `" 56 52 . 49 46 Category B 130 105' W ' 82 76 68 61 56 ' 52 '_ 49- 46` 140 97 ` 97 82 76 - 68" 61 . 56 , 52 49 46 150 90." 90 82 76 68 61 66' ' 52 49 46 ' 160 85 85 82 76 68 61 56 52 4`9. 46 170 ' . 80 80 80 76 '. 68 61 56 : 52 . 49: 46 100 114 97 82 .. 76 68 61 56 52 49' 46"- 105 110 97 82 -. 76 68 61 ` ` 56 52 49 46 110 105 97 .. 82 "'' 76 68 "'' 61 `` 56 52 49 46 120" 96 96 2 . 76 68 61 56 ' 52 :' 49 46 Category C 130 88 88 82 1. 76 68 61 56 .'." 52 49 46 140 82 82 82 76 68 61 56 :'' 52 49 46 150: 76 76 76 76 68 61 .. 56 52 " 49. 46 `.y 160 - 71 ,= 71 71 71 68 61, 56 52 49 46 170 .' 67 67 67 67 ,' 67 61 56 152 '.' 4.9 46 ' 100' ' 106 ` 97 82 76 ; .' 68 : ` 61 56 52 49. 46 105 101 . " 97 ' 82 76 68 61 56 52 '°` 49 46 110 ,, . 96 ;. 96 : " 82 76 ' 68 61 56 52, ` 49 46 120 _ 88 88 82, 76 68 61' 56 52 49 46 Category 130 .;' 81 81 81 76 68 61 56 ... 52"'. 49 46 140 ' 75. 75 75 75 68 61 56 52 49 46 150 ' 70 70 70 _ 70 _ " 68 61 " . 56 52 " 49 46 160 66 . ; 66 66 66 66 61 ` ; 56 '": 52', 11 49: 46 170 62 62 62 62 62 ..,:. 61 56 . 52 , 49 46 . '', IronRidge, December 18, 2014 Mr. David F. Taggart Page 12 of 20 1ronRidge XR100 Rai1,1Roof Flush,Mounting System, Structural Analysis Table 2B - MAXIMUM SPANS (in) - Roof Slope 0' to 6°,- Wind Zone 2 (78.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 . sf 30 sf , 40 sf , 50 sf 60. sf 70 . sf ` 80 sf 90 sf 100 10T, 97 , 82 76 ;' 68 61. 56 • 52 49 46 105 96 96 82 76 68 61 56 52 49 46 110 92 92 82 -,' 76 68 61 56 52 49 46 120 64, 84 82 76 68 61 56 52 49 46 Category 130 7,8 ;a 78 78 76 68 61 56-, 52 49 46 B 140 72;- 72 72 72 68 61 56 52 49 46 150 617 : 67 67 67 67 61 56 52 49 46 160 63 63 63 63' 63 61 56 52 49 46 170, 5,9, 59 59 59 59 59 56 52 49 46 100 65'` 85 76 68 61 56 52 49 46 105 , 81 81 ' . 76 68 61 56 52 49 46 110. 77,. 77 F77 76 68 ,' 61 56 52 49 46 120 71`',' 71 71 68 .' 61 56 52:' 49 46 ' Category 130 6.6 ` 66 66 66 66 61 56 " : 52 49 46 C 140 61 61 61 61 61 61 56 .° 52 49 46 150 57` 57 57 57 57 57 ' 56 . 52 49 46 160 63:,: 53 53 53 1 53 53 53 52 ' 49 46 170 50:, 50 50 50 50 50 50 50 49 46 100 78; 78 78 76 ` 68 .. 61 56, 52 49 46 105 75'' 75 75 75 68 61 56 52 .' 49 46 110:-. 71.; 71 71 71 68 61 56 52 49 46 120 65, 65 65 65- 65 61 56 52 49 46 Category 130 60,' - 60 60 60 60 60 56 52 49 46 D 140 56 56 56 56 56 56 56 52, 49 46 150 2 52 52 52 52 52 52 52 49 46 160 49;: 49 F' 49 49 49 49 49 49 49 46 170 46': 46 46 ` 46 46 46 46 46 46 46 Notes — see page 20 Starling Madison Loktulst, Inc. Consulting Structural and. Forensic Engineers 12- Ii OhRidge,.. December 18 2014 David F. Taggart Page`l,I'o'f.20 IronRidge XR100 Rail,Roof Flush Mounting System—.StructuralAnalysis'. TabW36 -. MAXIMUM SPANS (in) -::Roof Slope.0' to 6° --Wind Zone 3 (78:S'^ Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph ` 0 psf„ 10 ;: sf 20 psf 30 psf 40 sf 50 psf 60 psf` 70 psf 80 psf 904 psf 100 - 81 81 81 76 68 `` 61 . ' 56 ;': 52 :', 49 46 105 77 77 77 76 68 61 56 52 49 46 110 74 74 74 74 68 61, 56 52 49 ° ' 46 ' 120 67 67 67 . 67 67 61 56' 52 49 46. Category - g,. 130 62 62 62 62 62 61 •` " 56 ":`< i 52 z.r 49 46 140 58 58 58 r. 58` 58 58 56 '.; 52 4,9. 46 150 54 ' 54 54 54 54 54. 54 52 . _ 49 46, 160 50 50 50 50 50 50 :: 50 ' : 60, 49 46 1. 70 .,.: 48 48 .._ 48 .:. 48 48 48 48 48 48 46 1: 00 ' 68 68 68 ' ... 68 ` . 68 ' 61 ; ` 56 52 " 49 46, . 1015 . 65 '.. 65 t, 65 65 65 61 56 52 49 46 110 .. 62 .. 62 62 62 62 61 56 }.; ; 52-.. 49 46 120 :: 57 57 57 57 %< 57 57 56 52 `; qg, 46 Category 130. 52 52 52 '' 52 52 52 52 52 49 46 140 49 4.9 49 49 49 49 49 49 49 46 150 :: 45, 45 45 45 45 45 45 45 ": 45 45 160 43 ~' 43 43 43 43 43 43 43 43 43 170 40 "' 40 40 40 = 40 40 ' 40 40 ` ` 40 40' 100 63 63 63 ` 63 63 61 56 52 1 49 46 ; 105 60 60 60 60 60 6,0 r 56 . 52 4;9 46 110 ' 57 ;' 57 57 57 57 57 56 `; 52-: 49 46 120 :` 52 52 52 52 52 52 52 52 " :: 49 . 46,. Category'. D 130i 48 48 48 48 48 48 48 48 48 46 140 45 45 45 '.' 45 45 45 45 45 45°' 45 150 ;' 42 42 42 ,. 42 ' 42 42 42 ' 42 .:. 42- 42 . ' 160 39 39 39 39 39 ' 39 39 39 39 39:' 170 37 37 37 37 37 37 37 37 n ; 7 37 Notes - see page 20 IronRidge: December. L8, 2014 Mr. David F. Taggart Page '14.0f 20 ' IronRidge XR100 Rail; Roof Flush Mounting System Structural Analysis Table 4B -MAXIMUM, SPANS (in),- Roof Slope 7° to 27' -Wind Zone 1 (78.5', Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph O'psf 10 sf 20 sf 30 sf 40 "" sf 50 sf' 60 psf 70 sf 80 psf 90- psf 100 105 91 77 ' 67 : 59 54 49 46 43 40 105 1;05 91 77 67 59 54 49 46 43 40 1.10 105, 91 77 67 " 59 54 49 - 46 43 40 120 _ 105''" 91 77 67 59 54 49 46 43 40 Category B 130 1;05' 91 77 67 59 54 49 ' 46 "' 43 40' 140 ;` 98 : 91 77 67 59 54 49 46 43 40 150 91 ' 89 76 67 59 54 49 46 . 43 40 160 86, 86 75 67 59 54 49 46 43 40 170 81"0 81 74 66 59 54 49 46 43 40 100 1;05' 91 77 67 59 1 54 49 46 43 40 105 1,05, 91 77 _ 67 59 1 54 49 46 43 40 110 104° 91 77 67 59 54 49 " 46 43 40 120 96 91 77 67 59 54 49 46' 43 40 Category. C 130 : 891 89 76 67 59 54 49 46 ; . 43 40 140' 831< 83 74 66 59 54 49 46 43 40 150 78 78 73 65 59 54 49 46 " . 43 40 160 73. 73 71 64 58 54 49 46 43 40 170 69 69 69 62 57 53 49 46 43 40 100 1;05, 91 77 67 59 54 49 46 43 40 105 1`01 91 77 67 59 54 49 46 43 40 110 97 91 77 67 59 54 49 46 43 40 120 89, 88 76 67 59 .' 54 49 46 43 40 Category D 130 . 82. 82 ` 74 66 59 54 49 46 .. 43 40 140 77 77 72 65 59 "' 54 49 46 43 40 150 72 72 70 63 58 54 49 46 43 40 160 08`' 68 68 62 57 53 49 46 43 40 170 64' 64 64 61 1 56 ' 52 1 49 1 46 43 1 40 Notes — see page 20 Starling Madison LoQu st, Inc. Consulting Structural'and Forensic Engineers 14- IronRidge Decern of 1812014 Mr. David F. Taggart Page 15 of 20 IronRidge XR100. Rail, Roof,,Fl`ush Mounting System- Structural Analysis TWer56.=.MAXIMUM SPANS (in) - Roof Slope 7° to 279- Wind -Zone 2(78.5"'Max Moduletegnth) ; XR100 Rail Wind Speed Ground Snow Load Ex osure , p mph, 0 psf 10 - sf ..: 20 sf 30 sf .. 40 sf'. 50 sf. 60 sf 70 sf 80 . Sf' ' R0. if' t, 100 - 99 91 77 -° 67 59 54 49 :: 46 ':.: 43 ` 40 . 105 95 91 ' 77 67 " 59 54- 49 < 46 $ 43 40 110 91 91 77'` 67 59 54 4946 43 40 , 120 84 ,.. 84 77 67 ' 59 + • 54 , ; 49 46 <. ' 43 ° 40 Category B 130 78 " 78 77 67 = 59 54, 49 46 43: 40 140 72 . ` 72 72 - 67 59 . ° 54 49 460 43 40 150 68 ': 68 - 68 ,71- 67 59 54 49 46 43; 40 160 64 64 54 ' - 64 59 54 _ .: 49 46 '`' 43 40 1-70 60 + 60 `= 60 '#Y 6;0. 59 54 :` : 49 46 • 43 40 _ 1.00 .., 85 - 85 :. 77 '. 67 59 54 ,. 49 .: 46 "-, 43 40 1'05-°` 81 .`' 81 77. 67 59 `.` 54 49 46 43 40 x 110,'- 77::_ ' 77 1 77- 67 59 54 49 46, 43 : 40 . 120 ' 71 :: 71 71 67 ' 59 ' 54 , 49 ' 46 . 43 40 C 130 :. 66 66 66 - 66 59 54 49 • 46 ` ' 43'. 40 140',!' 61 61 61 .. 61 . " 59 54 ' . 49 - 46 . 43 40 f50, `. 57 57 57 57 57 54 49 46 " 43 40 160 54 54 54 54 54 . 54 A`' 49 46 43 40. 170 ' 51 51 51 51 = 51 51 ` < 49 . 46 43 40 100 78 78 77 67 ' 59 54 49 46 43 40 105 75 ' 75 75 67 ' : 59 54 49 : ' 46 _ 43 40 110 71 71 71 57 59 54 49 ', . 46" 43 40 120 66 66 ` 66 '. 66 59: 54 49` 46 43 40 Category.", 4p130616161 ': 61 59 54 ' 49 46 ' 43` D 140 j. 57, 57 57 ... 57 57 ' 54 49 46 , 43 40 150 53 53 53 53'' 53 53 49' 46 43 40 ' 160 50 ` 50 50 50 : 50 50 49 46- . 43, 40 170 47 ;, 47 47 1 47 47 ' " 47, `` : 47 46 °' 43 40 i IronRidge December'1 8, 2014 Mr. David F. Taggart Page 16 of 20 IronRidge XR100 Rail; Roof Flush ,Mounting,System - Structural Analysis, Table 6B - MAXIMUM SPANS (in) - Roof Slope 7` to 27' = Wind Zone 3 (78.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph O;psf z, 10 sf.. 20 sf 30 sf 40 sf 50 sf 60 sf 70 sf 80, sf 90 sf 100 81,.' 81 77 67 59 54 49 46 43 40 105 78° 78 77 67 59 54 49 46 43 40 110 74" 74 74 67 59' 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category B 130 61- 63 63 63 59 , 54 __'. 49 46 43 40 140 59°', 59 59 59 59 54 49 '.. 46 43 40 150 55t,: 55 55 55 55 54, 49 46 43 40 160 2` 82, 52 52 52 52 49'•_ 46 43 40 17049` 49 49 49 '. 49 49 . 49 ' 46 43 40 100 69-; 69 69 67 59 54 49 46 43 40 105 66 66 66 66 59 54 49 46 43 40 110 63 63 - 63 63 59 54 49 46, 43 40 120 58'1 58 58 58 58 54 49 46 43 40 . Category C: 130 54,. 54 54 54.L 54 54 49 46 43 40 140 50";, 50 50 50 50 50 49 46 43 40 150 47 47 47 47 ; 47 47 47 46 43 40 160. 44 44 44 44 ' 44 44 44 44. 43 40 170 41 41 41 41 41 41 41 41 41 40 100 64"; 64 64 64 59 54 49 ' 46 43 40 105 61' 61 1 61 61 59 54 49 46 43 40 110 58, 58 58 58 58 54 49 46 43 40 120 54 54 . 54 `. 54 54 54 49 46 43 40 Category D 130 49P' 49' 49 49 49 49 49 46 43 40 140 V,. 46' 46 46 46 46 46 46 46 43 40 150 43 43 43 43 43 43 43 , 43 43 40 160 40 40 40 40, 40 - 40 4040 40 40 . 170 38-',j 38' 38 38 38 ' 38 1 38 38 38 1 38 Notes — see page 20 Starling Madison Inc. Consulting Structural and Forensic Engineers 16- I 1ronRidge December -18; 2014 Mr. David F. Taggart Page ° 17., of 20 IronRidge XR100 Rail, R'obf'Flush Mounting,Systemi— Structural Analysis Table 7B'- MAXIMUM°SPANSIinf ,- Roof Sl'ope,28° to45° - Wind Zone 1=(78.5" Max Module Lengtfi), E XR100 Rail Wind ; Speed Ground Snow Load Exposure` mph O;psf`,' 10 =, psf 20 sf 30.. sf 40 , sf ' 50 .:' Psf 60 psf 70 . sf 80. Si , ., 90 1' 00 99 91 78 70 62 ' " 56 52 48;'-, 45';, 43, 105 ,, 99 `. 91 78 70 62 >; 56 52 . 48,*' 45 43 110 98 90 :. 78 70 62 ` 56 52 ` 48 .' _ 45 43 120 93 87 76. 68 62.= 56 52 48 451 43 Category B' 1, 30 .' 89 .` 84 .; 74 67 61 56 52 48 45'. 143 140 = 85 82 72 65 ' 60 56 52 48 `' 45 43` " 150 . 81 79 70, 64 59 55 52 48! . ` 45 43 , 1, 60 77 ' 76 68 62 ' 58 54 51 48 . _' 45 , 43 1, 70 ,. 73 73 . ; 66 :. 61 57 53 50 48 45 43, ' 1, 00 ` - 94 `. 88 76 ... 69 62 56 . `:' 52 ..' 48. 45 43' 105 91 86 s _ 75 : 68 '' 62 56 52 48 45 43'-,. 1', 10 :'' 89 84 74 7 61 56 " :: 52 . " 48 . 45" 43 120 - . 84 81 <: 72 65 60 56 52 48" : ' 45' 43 Category 130 .- 79 78 70 63 59 55 ; 52 48 140: 75 75 67 62 57`: 54 51 48 45" 43 '. 150 . - 71 -: 71 65 . 60 56' ; 52 50''. 47 45 43 160 ,. 67 67 63 58 '' 54 51 < " 49 46 `° 44 . ; 43' . 170.: 64 . 64 61 57., 53 50 48 45 44" 42 100 89 85 74 67 61 56 52 '' 48 ' 45 43, 105 .`' 87 `, 83 ' " 73 ' 66 < 61 56 52 :' 48 45 43 110 1 84 ; . 81 ' . 72 '. 65 60 : 56 52 " ,1 48 45 43 120 79 . 78 69. ' 63 59 "' 55 52 48 ' 45 . 43 Category D 1t30 74 74 : 67 ' . 61 57 53 50 48 . 45 4; 3. 140 70 70 :.. 65 ., 60 ` " 56 52 49 47 : 45 43 `. 1`50 66 66 62 58 54 51 . 48 ' 46 . 44 42 160 63 ' 63 60 56 53 50 47 `_ 45'' `` 4.3, 42 170 " 60 . 60 58 54 = 51 48 46 44 42 41 . ;' IronRidge December18, 2014 Mr.` David F. Taggart Page 18 of 20 IronRidge XR100 Rai];: Roof .FIush Mounting System - Structural' Analysis Table 8B - MAXIMUM!?SR, ANS (in) -Roof Slope 28° to 45° - Wind Zone-2 (785" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure' mph 0 psf 10 ; sf' 20 sf 30 sf' 40 sf 50 .. sf 60 sf` ` 70 sf 80 sf 90 .. sf ' 100 99"" 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 '. 45 43 110 . 98 90 78 70 -' 62 56 '' 52 48 45 43 120 ' 93 87 76 68 62 56 52 48 45 43 Category 130 88 84 74 67 61 - 56 52 48 45 43 B 140 82 82 72 65. 60 56 52 48 45 . 43 150 78°' . 78 :, 70 ." 64 59 55 ," 52 48. 45 43 160 73, 73 68 62 58 54 51 48. 45 43 170 - 69 !!' 69 66 61 ,: 57 53 50 .. 48 45 43 100` 94`'.. 88 76 69 62 56 _ 52 48 45 43 105 91 86 75 68 62 56 52 48 ' 45 43 1. 10 88 ,"' 84. 74 67 61 56 52 48 45 43 120 81 81 72 65 60 56 52 48, 45 43 Category C 130 . , 76 .. 76 70 63 59 - 55 52 48 45 ° ' ` 43 140 7,1; 71 67 62 57 54 51 48 45 43 150 67' 67 65 60 56 52 50 47 45 43 ° 160 63 63 63 58 54 51 49 46 44 43 170 59,1 59 59 57 53' 50 48 451 44 42 100 89 ,': 85 74 67 61 '- 56 . 52 :: 48 45 43 105 85 , 83 : 73 66 61 "" 56 52 48 45 43 110 82` 81 72 65 60 56 52 48 45 43 120 75; 75-' 69 63 59 55 52 48 45 43 Category D 130 70 70 67 61 57 53 50 48. 45 43 140 66 66 65 60 56 52 49'' 47 45 43 150 , 62,! 62 62 . 58 ' 54 " 51 48 ": 46 44 42 160 58` 58 58 56 53 50 47';: 45 43 42 170 5 , 55 55 : 54 '-- 51 48 . ,j 46 44--- 42 1 41 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 18- IronRidge December 18; 2014 Mr. David F. Taggart Page 19 of 20 IronRidge YRf00 Rail, Roof Flush Mounting System— Structural Analysis Table'913 MAXIMUM SPANS (in) -Roof Slope 28° to 45° -Wind Zone 3 (.78.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 Osf , 70 psf_ 80 90 psf 100 99 01 78 70 62 56 52 48 45 4a 105 ' 99 91'; 78:, 70 62:, 56 52' ." 48 45 43 110 98 90 78 70 62 56 52 48, , 45 '. 4.3 . 120 93 " 87 76 68 62 ' 56 52, , 48. =ti 45;' 43:' Category B, 130 188'. ; 84 74 6,7 61 ," 56 52 :,. 48, ; 45 43, 140 82 82 72 65 60 56 z52 481. :: 45" 43 150 78 78 70: 64. i 59, , 55 52 48:', ' 45' 43 160 i 71 73 '.. 68_:. 62•'.:, 58. 54 51 ". 48 45t. 43' . 170 69 69 66 61 57 53'€ ' 50 48"': 415. 43 100 94 88. 76 69 62` 56 52 48, 45 43 105 91, 86 75 68 62 56 52 48, 45 43 110 88` 84` ` 74 ` 67 61 56' 52 48 `: 45 43' 120 81 81 `` 72 65 60" 56 ° 52 48 " 45' 43" Category 130 " 76 76' 70° 63' 59 55 52 = 48 45:' ' 43 140' " 71 7T 67 62`' ' S7 54' " 51, '" 48 45` 43 150' 67'- ''' 67 ''' 65` `' 60 6 ''` 52 50 47 "- 45' 43 160 63 63 63'" 58 54` 51`' 49. 46 170 59 59 59 57 53 50 48 45 44 42 100 89 r ,. "85;.... 74, 67 .. 61 56 52 48 45 43, 105 85 ...; 83 78 66' 61 56 `' 52: '„ 48 45 - 43 1,10 82 81 72 65 60 56 52 48 45 43 120 75 75 69_ 63.. 59 55.. 52 ... 48. 41.5 43 Category D' 130 70 70 67 61 57 53 50 48 45' 43 140 66 66 65 60 56 52 40 47 45 43 150 62 ".. 62 62 58 54 51 48 46 44 42 160 58 58 58. 56 53 50 47 45 1 43 42 170 55 55 55` 154 51 48 46'- 44, 1 42 41 IronRidge December 181,12014 Mr. David F. Taggart Page 20 of 20 IronRidge XRI 00 Rail, Roof Flush Mounting System - Structural Analysis Notes - Tabulated values are based on the following criteria: L Building meant roof height = 30 ft 2: Risk Category", 3. Solar maximum 'modu'le'long dimension is. 67.5 inches for Tables I A-9A and 78.5 inches for Tables I B-9B.'i; 4- Provide 2.in. ei:ed&;r between roof and rail 5. End cantileveris 'an(max) 0.40 x maximum span from above tables 6. No rail splicesliniend spans 7. No rail splic s j le 1/3 of interior spans 8: Singlesirnpl span sSpans listed in the tables above may be multiplied by 1.08 for continuous rails of 3'or more -spans. Our analysis assumes iihat the rails, including the connections and associated hardware, are installed in, a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and 'generhll'y accepted standards of construction practice. Additional infbrmationis available at the IronRidge web site, IronRidgf-corri. Verification of PV Module capacity to support the loads associated with the given arrayshall- be the responsibility of the Contractor or Owner and i: is not IronRidge orStarlingMadison'Lofquist. The adequacyofthe supporting roof framing is to be determined by others. I Pleasb feel free to contact -me at your convenience, if you have any questions. Respectfully yours, A is ft ZAA; Tres Warner, P.E. I Design Division Manage" r o NO 72547 STATE OF 0 4% AN ip0 . 004 1 P,G .10 R01020- A L e ; 0% I Zoe` 0049000005000" , 4, Consulting Structuraland. Forensic Engineers j V, PROPRIETARY AND CONEIDEN71A1 REVISIONS l]. 0 ING m.e wrxam rxeuarx REV OE$CRIPiION MAI RELE— Module Mounting System End Clamp PLAN VIEW SCALE 1:40 EXHIBIT,A`= page 1 of 3 FLASHFO Or Alterr ROOFING BY OTHERS) DETAIL C SCALE 1:4 EXHIBIT A - page 2 of 3 MODULE MOUNTING SYSTEM END CLAMP I\ L MODULE MOUNTING SYSTEM GROUNDING MID CL" " DETAIL E SCALE I:5 DETAIL D SCALE 1 : 5 PROPRIETARY AND CONFIDENIIAI XR100 Rail L-FOOT F FLASHFOOT Or Alternate flashing) ROOF FRAMING BY OTHERS) DETAIL F SCALE 1 : 5 AM&IR®NRI®G E XR100 ROOF MOUNT FLUSH EXHIBIT A - page 3 of 3 DO, NOF SCALD CKAWhIG SGAiE:i:3p 4VEI6Hi: snEEti OF:,t 7a. , S laffdge.? 'Wer-Optimizero Module Add -On for Commercial Installations for North America P600 / P700` USA-"CANADA-GERMANY-ITALY-FRANCE JAPAN -CHINA AUSTRALIA-THENETHERLANDS-UK-ISRAEL,. www.,sOIdYEdg2.US f , r IarEdge Power Optimiz-Or Module Add -OnSolar. For Commercial Installations for North America P600 / P700 P600 ! V fc P700 PVr2x60-cell PV modules) fof 2'x 72-cell modules) INPUT Rated Input DC Power(1)1I' i 00600700 W Absolute Maximum Input Voltage - 96 125 Vdc 1,° Voc at lowest temperature) , " 1 IVIPPT Operating Range it 12.5 - 80 ,,,,,,,,,,,,,,,I,.,,.,,,,,,,,, 12 5 105 Vdc Maximum Short Circuit Current (Isc) i a 10.1 ' c Adc Maximum DC Input Current i 12.63 ............ Adc Maximum Efficiency , i 99 5 .......... Weighted Efficiency 98.6 .......... I...,. OVervoltaRe Category II...,...... OUTPUT `DURING OPERATION (POW E'R.OPTIMRER.CONNEGTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current Ij ri 15 AdcFMaximumOutputVoltag_el; _ _ 85 Vdc OUTPUT DURING`STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER O,R-SOLAREDGE INVERTERtOFF) Safety Output Voltage per Power Optimizer1Vdc STANDARD. COMPLIANCE' EMC i' FCC Part15 Class B`-IEC61000 6 2; IEC61000-6-3 i......::.................:.................... ,,.,,..., Safety IEC62109. 1 (class Il safety) UL1741. RoHS _ _ ° _ Yes;' INSTALLATION SPECIFICATIONS v _ Compatible SolarEdge Inverters i' I Three phase inverters Vdc Maximum Allowed System Voltage iir 1000 Dimensions(WxLxH) n , 129x152x43/5x597x1.69 129x152x50/5x597x196 mm/in Weight (including cables) i 994 / 2.2 I 1664 / 2.34 gr/lb I ......, ..,. Input Connector i MC4 Compatible Output Wire Type / Connector Double Insulated; MC4 Compatible Output Wire Length ; 1 8 / S 9 21 / 6.89 m / ft Operating Temperature Range it' 40 +85 / 40 +185 °C / `F t.... ........ ........ — ....... ............... Protection Rating IP68 / NEMA6P Relative Humidity d ( .100%°..... ill Rated combined STC power of 2 modules connected injseries. Module of up to+5% power tolerance allowed - I For ambient temperature above +70`C /+158 F power de rating is applied, Refer to Power Optimizers Temperature De -Rating Application Note for more details. ti PV SYSTEM DESIGN USING A a' THREE PHASE 208V THREE PHASE 480V SOLAREDGE INVERTERi3j1ai Compatible Power, Optimizers P600 & P700(5)P600 & P700 Power Optimizers k '8 13 MinimumString Length ..... I ...... ............................................ ...........I ...... ....,........ PV,Modules........ ..... 1..... 26,...........I.................... . Maximum String Length .....,lower 0 timizers 30 30 PV+Modules 60 60 I...... i ......... ....... Maximum Power per String i 6000i61 1 127* 066 W Parallel Strings of Different Lengths or Orientations { I Yes 3' P600 and P700 can be mixed in. one string. It is not alloweclgo mix P600/P700 with P300/P320/'P400/P405 in one string. - Inl in a case of odd number of PV Modules in one string it is aiiowed to irutall one P600/P700 power optimizer connected to one PV Module. Isi P700 design with three phase 208V inverters is Iirnited;Use'the SoiarEdge Site Designer for verification. jcl For SE14.4KUS-208: It is allowed to install up to 6,500W.per string when 3 strings are connected to the inverter and when the maximum power difference between the strings is up to 1,e00W. I" For SE33.3KUS: It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter and when the maximum power difference between the strings is up to 2,000W. - - 71 ua. wk4' i bo,laff.dge Three 'Pha-se Inverters for, the 277/40 _ rid for North America SE OKUS / SE20KUS / SE33.3KUS USA - GERMANY-ITALY-FRANCE- JAPAN - CHINA "AUSTRALIA- THE NETHERLANDS-,UK"-ISRAEL WW_W.50lzIre,ig2.US Three Phase Inverters for the 277/480V Grid for North America so="o[aw ® SUMS / SE20KUS / SE33.30S1'I SE10KUS SE20KUS SE333KUS OUTPUT 1RatedACPowerOutputI 10000 20000 333.0 VA Maximum AC Power Output 10000 20000 , 33300 q. VA. AC Output Line Connections I, 4-wire WYE (L1. L2 L3 N) plus PE AC Output Voltage Minimum Nominal Maximumi2)(L N) 244-277 305 Vac i 2) AC Output Voltage Minimum Nominal Maximum (L L) 422.5-480 529 j., Vac AC Frequency Min Nom Maxiz) { 59 3 60 60 5 Hz Max Continuous0utputCurrent(perq;Phase) 12 .... 24 .. •..••. 40....-,..... A GFDI Threshold .., i 1 ........ A..... Utility Monitoring, Islanding Protectionil Country Configurable Set Points Yes INPUT s Maximum DC Power (Module STC) 3 13500 27000 T 45000 W„ Transformer less, Ungrounded :: k ,; .............. Yes Maximum Input Voltage"DC to Grid $ 490 Vdc .... Maximum Input Voltage DC+ to DC li i 980 Vdc Nominal Input Voltage DC toGn'd ' 425 Vdc Nominal Input Voltage DC+to DC 850 Vdc Maximum Input Current i 13.5 26.5 ) 40 I .............. Adc Max Input Short Circuit Current 3 .....:.....I 45 Adc Reverse Polarity Protection Yes ...........,... I ......... Ground Fault Isolation Detection' 1Mf1 Sensitivityi: .. .......... CEC Weighted Efficiency 98 98.5 I....... Night time'Power'Consumption 3 _ — <4 ADDITIONAL FEATURES s, Supported Communication Interfaces RS485, Ethernet, ZigBee (optional) Rapid Shutdown_- NEC 2014 690.12 ;I V.... ... ..... ....... .,,,.. ...,.. ., ,.... ...... ., With installation of rapid shutdown kit(') _ STANDARD COMPLIANCE — - - Safety I,,,r..,,.<.,..,.,.. UL1741, UL1699B, UL1998, CSA 22:2 Grid Connection Standards i IEEE1547 I.. p ..... Emissions FCC art15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range l 3/4 minimum / 12 6 AWG v DC input conduit size/ AWG range 3/4" minimum / 12, 6 AWG Number of DC Inputs 2 pairs 3 pairs (with asses on plus . min ) Dimensions (HxWxD) 21 x 12.S x 10.5 / 540 x 315 x 260 in/mm R ..s...... ......... ....................... Dimensions with Safety Switch (HxWxD) 30.5 x 12.5 x 10.5 / 775 x 315 x 260 in/mm Weight i 73 2 / 33 2.... 99 5 / 45.., g ................ ..............:.. r ............ .........................,... ....., ........... Weight with SafetySwitch 79.7 / 36.2 106 / 48 lb/kg Cooling I Fans (user replaceable) Noise ................... i,...... ............,................. Operating Temperature Range -40 to +140 / -40 to +60 Protection Rating.......................:...............................................................NEMA 3R............... 1'LFor 208V inverters refer to: http://www,solaredge.c.m/files/odfs/products/inverters/se-three-phase-us-invertdf er-208V-datasheet.p hl For other regional settings please contact SolarEdge support. - Ial Rapid shutdown kit P/N: contact SolarEdge. M field replacement kit for 1 pair of inputs P/N: DCD-3PH-ITBK. " t www.hh i-g reen.com/solar/en 0 Ell yunH d a Approx. 23.2 kg (51.1 Ibs) 72=cells;in series (6 X 12 rnatrix).(Hyundai cell;,Made in Kofea), 4 mm? (12AWG) cables with polarized weatherproof connectors, IEC certified (UL listed), Lenoth 1.2 m (47.2") s A UL listed (UL 1703), Type 1 for Class A Fire Rating Output power tolerance+3/-0 % ISO 9001:2000 and ISO 14001:2004 Certified Advanced Mechanical Test (5,400 Pa) Passed (IEC) Mechanical Load Test'(40 lbs/ft') Passed (UL) Ammonia Corrosion Resistance Test Passed IEC 61.701 (Salt Mist Corrosion Test) Passed Fast and Inexpensive Mounting Delivered ready for connection rIEC (UL) certified and weatherproof connectors Integrated'bypassdiodes x Important Notice on Warranty The warranties apply only to the PV modules with Hyundai Heavy Industries Co., Ltd.'s logo (shown below) and product serial number on it. ill us l\ .', E ' PVCYCLE Ala\ ®fl_ LLMTEO ! iP gal i Hill Electrical racteristi s, Multi -crystalline Type Nominal output (Pmpp) j W 300 305 310 315 320 325 Voltage at Pmaz (Vmpp) I V 35 S 36 0 + 36,1 36 2 36 4 36,6 Current atPmax(Impp) A 84 85 86 87 88 88 Open circuit voltage (Voc) : i i.. V 44 9 _ 45 1 453 45 5 „- 457 45 9 Short circuit current (Isc) A 8.7 8 8 8.9 9 0. 9.0 9.1 Output tolerance No. of cells & connections PCs 72 in series Cell type . 1, 6 MuIU crystalline silicon (Hyundai cell Made in Korea) Module efficiency o 15.3 156 1 15.8 161 i 164 16.6 Temperature coefficient ofPmpp s i "%/K 041 041-' 0.41 041 ,` 041 0.41 Temperature coefficient ofVoc K 032 032 0.32 I 0.32 0.32 0.32 Temperature coefficient oflsc j K% 0.039 0.039., I 0039 0039. 0039 0.039 , X All data at STC (Standard Test Conditions). Above data may be changed without prior notice. Mono -crystalline Type Nominal output (Pmpp) 4 W 325 1 330 1 335 Voltage at Pmax (Vmpp) ., '' a >; "( V 37 8 { 38.0 11 , 38:2 Current at Pmax (Impp) A 1 _ . 8 6 8.7 8.78 Open circuit voltage (Voc) i i V 461 ! I t Short circuit current (Isc) A 9.2 Output tolerance , No. of cells & connections PCs Cell type Module efficiency j 16.6 1 Temperaturecoefficentof:Pmpp o/o/K 11042'_ If Temperature coefficient ofVoc K i 030 Temperature coefficient of lsc i - %/K I X All data atSTC (Standard Test Conditions). Above data may be changed without prior notice 340 345 1 350 384` `' 38.7 3868. 9., 90 9.0 46. 7 46 9 47.1 93 1 94 95 96 1 9.6 3 0 72 in eries 6 Mono crystallmesilicon ki dar cell Mad in Korea) 169 17.1 174 176 17.9 042 0.42 042 042 _ 0.42 0 30 0.30 0 30 0 30 0.30 6047 047 0.047 Printed Date December 20151 w c d F c znr d ii Sales & Marketing HYU DA0 i ced diFSC I Fsc • I H undai Bld 9 9 9 y g7,5, Yul ok-ro, Jon no- u, Seoul 03058, Korea Tel: +82- 2-7468406,7422,8525 fax:+82-2-746-7675 U{ HEAVY INDUSTRIES THIS INST UMEN PRE AR nBYi:{ Name: !t t•.r-. L.i, ;_..t.1`.;_.:_I}_-) ; •,i..?r,: ( + ' l_;I`fi' I (t{.i4...f...l::.F't 1).i, .,:'}:•: .'. .._ 'f Permit Number: ~ _ Parcel ID Number: '3 L ) C o The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPE TY: Legal d scription of the prop rt an street addr ss if availabl ) 1 , ,t 1 Ci Ull GENERAL, DES_C,RIPTION OF, IMPROVEMENT: l 3. OWNER INFORMATIQN OR L SSEE I FPRMATION IF THE LESSEE CONTRACTED FjOR HE IMPROVE ENT: Name and address: C '' / 1V VY \ l.r\ilO l,Fi Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: _ ii t'1 4 l l,--, Phone Number: Address: I L J l `i ILA :t V I I_j'(_ AI (j< I 'U- t 1 5. SURETY (If applicable, a copy of the payment bond is attac Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare t>(aaR have read the foregoing and that the facts stated in it are true to the best of my knowledge and Fbelief. Signatur ot- wner,pr..Lessee;'cr Owner's or Les ee's (Print Name and rovide Signatory's Title/Office) T{ulhon ffcer/Director/Partner/Manage State of t - _ County of The foregoing instru`m nt was ack .pwledged before me this day of I1L 1 20 by ` -' Who is personally known to Name of person making statement who has produced identification type of identification produced: CI-IRISTINA M. WOODALL r r Commission # EE 867304 Expires April 3, 2017 Paneled ThN Troy Fain rwance 800385-1019 DEPUtY CLEW AUG 022010 SEMINOLE COUNTY MULTI -JURISDICTIONAL Altamonte Springs, Casselberry, Lake Mary, Longwo Seminole County, Winter Springs Date: NIS)0 I .hereby name and appoint: an agent of: of Company) AN to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or ElThe specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: (r! (s State License Number: Signature of License Holder: STATE OF FLORIDA_ 1COUNTYOF l) The i9regoing instr ment was c nowledged before me this day of ` 20tW , by who is personally known to me or 11 wtto.has produced d who did (did:no#) take an oath. P atA /\-- Signature of Notary as identification nctau & cw (,t.,r ck- Print or type Notbry name a'' P., LINDSAYGUEVARA by1do\-, g 9, State of Florida Notary Ptablic - State Of bliC n MY commNotary u Expires May 29, 2016`U `4202862Commission No. p commission # EE rFOFF•'' My Commission Expires: Caiman Engineering Inc. 16922 Old Washington Rd Nevada City, CA 95959 530-478-9500 Structural Calculations for Gibson Truck World Roof Mounted Solar Array 3455 S Orlando Dr. Sanford, FL 32773 CEI 16-781 7/14/16 111511111j,I BC DENS-*-. No 75936 •. cc .: STATE OF ' WZ Q . A' P,.•' SON A' Roger Blair P.E. Civil Engineer ENGINEERING, INC.. City of Sanford July 14, 2016 Building Permits 300 N. Park Ave. Sanford, FL 32771 Subject: Gibson Truck World Roof Mounted Solar Array 3455 S Orlando Dr. Sanford, FL 32773 Caiman Engineering Job No 16-781 Roof Mounted Solar Array Structural Certification 16922 Old Washington Road Nevada City, CA 95959 530.478.9500 CaimanEng 00mai'I.corn The solar array to be mounted on the above referenced facility has been evaluated and found to be in compliance with the 2014 Florida Building Code and 2014 Florida Building Code Residential. The existing roof structure has been found to be capable of supporting the additional dead load of the panels as well as additional loads identified in Chapter 16 of the 2014 code. Furthermore, the attachment method has been found to be capable if resisting the wind loads determined by Chapter 16 of the 2014 codes. Both engineering calculations and rational method was used to examine the installation of the new solar array on the existing roof. Following is a description of the methods used for the analysis. The equipment (PV panels) eliminates the probability of people walking on the roof within the equipment footprint thereby effectively eliminating the live load in the area of the equipment. Since the design live load under 2014 Florida Code for a roof is 20 psf and the equipment weight of 2.65 psf, it is my professional opinion that the existing roof system, designed for a minimum of 20 psf live load can handle the additional dead load of 2.65 psf. The same wind load can be expected for the solar array as with the original roof structure as the pitch of the array is the same as the original roof pitch. Uplift on the panels has been analyzed to adequately transfer uplift forces through the attachments to the roof structure. Design wind speed is 140 mph. Cut sheets of the proposed equipment and calculations have been provided with this correspondence. If you have any questions, please don't hesitate to call me at 530-478-9500. Sincerely, 110 yy No 7593E ; ICJ — : CCZ 9 STATE OF 41 r P •' . c oR,O••,,w QN A4-, ` % l)/ 111111 Roger Blair P.E. Caiman Engineering Inc. CEI 16-781 07/14/16 Worst Case Roof Gibson Truck World Roof Mounted Solar Array 3455 S Orlando Dr. - Sanford, FL 32773 Roof Material Weight (psf) Metal 1.8 Sheathing 1.5 Framing 4.0 5/8" Gyp Board 2.8 Misc. 1.1 Solar Panel Array 2.65 Total DL 13.9 Summary Dead Load Roof Snow Load 1ZoOf 13.9 psf 0.0 psf Lads i Load Test Results (Normal to Seam) This page shows our current list of Load Test Results. Scroll down the page to review all the results. You can also filter test results by Manufacturer. Choose from the Manufacturers" menu to display the desired load test results. Panel Manufacturer Product Thickness I Clamp Drexel Metals DNC 200S 2" Double Fold 24 ga Steel All.. Units: t• SAE ty Metric I Safety Factorf 3 Panel; ; Thickness Screw Tension i `Ultimate'. Failure Allowable'" Model f a' Panel Name Notes'! Manufacturer Material '(inch-Itis) pb§) Mode (Ibs) S 5-U i DMC 200S 2 ! Drexel Metals 24 ga Steel 115 2287 lb I C/D 763 Ib Mini ; Double Fold S-5-V DMC 200S 2" Drexel Metals 1 24 ga Steel 115 2287 lb C/D 763 lb lMinijDoubleFold Notes 1. CAUTION: Note screw tension to avoid damage to this profile. 10. ATTENTION: Clamp utilizes opposing setscrews 2. CAUTION: These are cap -seam type profiles. The cap of this profile should be mechanically fastened to the seam somewhere along its length with one lap tek. 3. SINGLE FOLD: These profiles are seamed to 90 degrees. 4. ATTENTION: The dimensioning on these seams is such that the clamp will not slip overthe seam. Some hand crimping at the clamp location will resolve this problem. 5. ATTENTION: Two piece clamp utilizes two M8 bolts, not setscrews 6. ATTENTION: Two piece clamp utilizes one M8 bolt, not setscrews 7. SETSCREW TENSION: Please note the setscrew tension. Panel has been tested with increased setscrew tension. 8. ATTENTION: Load values averaged and reported based on 4 or more tests repetitions performed. 9. ATTENTION: Test protocol preformed utilizing concealed standing seam clip This table represents ultimate and allowable tensile loads applied to the clamp in a negative load direction normal to the panel seam. Please note that this protocol isolates failure to the clamp -seam connection. It is possible that.in an actual construction assembly some other mode of failure may occur at lower loads than. those produced with this protocol. Loads imposed on the S-5!® clamps will be transferred to the panels,and their attachment. Panel seams must have sufficient flexural strength to carry these loads when clamp is used. mid - span. Panel attachment and building structure must also be sufficient to carry these loads. The makers of S- 5!0 clamps make no representations with respect to these variables. It is the responsibility of the user to verify this information, or seek assistance from a qualified design professional, if necessary. Allowable loads are listed utilizing.a default Factor of Safety (FS) = 3.0. Actual factor of safety is the responsibility of the designer and should be employed as appropriate. Enter desired Factor of Safety and resettre- ta bu late. All tabled values are dependent upon setscrew tension. Load testing of S-5!® clamps is conducted with setscrews tensioned at 150 inch pounds (22 gauge steel profiles) or 115 inch pounds (24 gauge steel and all other metals). When relying upon published load values, setscrews should be tensioned and verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22 ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. CEI Gibson Truck World Roof Mounted Solar Array 16-781 3455 S Orlando Dr. 07/14/16 Sanford, FL 32773 Attachment Load Calculation Array Area B Number of Panels 100 Square Footage Panel 21.06 sf Panel Array Area 2106.0 sf Number of Attachments 176 Worst Case Wind Load Positive (Download) (From ASCE 07-10 Fig. 30.5-1) 20300 psf . Worst Case Wind Load Negative (Uplift) (From ASCE 07-10 Fig. 30.5-1) 56.200 psf Worst Case bolt load Totals Trib Area DL LL S DL LL Solar Array 11.97 2.65 0.0 0.0 32 0 Floor2 0 0.0 0.0 0 0 F1oorl 0 0.0 0.0 0 0 Wall (H) 0 0.0 0 32 0 Total Load 32 lbs Using S-5-U Clamps and manufacurer supplied load data Allowable load parallel to the seam = 839 lbs Parallel Load = 32 lbs < 839 lbs allowble Allowable Load normal to the Seam = 763 lbs Uplift Load to attachment = -56.2 psf x 11.97 sf = 672.5 < 763 lbs allowable ATTACHMENT OK CEI 16-781 07/14/16 Gibson Truck World Root' Mounted Solar Array 3455 S Orlando Dr. Sanford, FL 32773 Array Area D Number of Panels Square Footage Panel Panel Array Area Number of Attachments Worst Case Wind Load Positive (Download) (From ASCE 07-10 Fig. 30.5-1) Worst Case Wind Load Negative (Uplift) (From ASCE 07-10 Fig. 30.5-1) Worst Case bolt load Totals Trib Area DL LL S DL LL Solar Array 11.28 2.65 0.0 0.0 30 0 Floor2 0 0.0 0.0 0 0 Floorl 0 0.0 0.0 0 0 Wall (1.1) 0 0.0 0 30 0 Total Load 30 lbs Using S-5-U Clamps and manufacurer supplied load data Allowable load parallel to the seam = 839 lbs Parallel Load = 30 lbs < 839 lbs allowble Allowable Load normal to the Seam = 763 lbs Uplift Load to attachment = -56.2 psf x 11.28 sf ATTACHMENT OK Attachment Load Calculation 60 21.06 sf 1263.6 sf 112 20.300 psf 56.200 psf 634.1 < 763 lbs allowable SNP IronRidge 1495 Zephyr Ave Hayward, CA 94544 Starling Madison Lofquist, Inc. C..'ori altin Structur:T! and .For'rrnciC Eng:i'narrs` OFFICE5224South39t'' Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com December 18, 2014 Page 1 of 20 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR100 Rail, Roof Flush Mounting System — Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures Florida Building Code 2014, 5th Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC-ES Aluminum Design Manual, 2010 Edition The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit A — attached. The rails are, clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables IA-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge December 18, 2014 Mr. David F. Taggart Page 3 of 20 IronRidge XR100 Rail, Roof Flush Mounting System — Structural Analysis Table 2A - MAXIMUM SPANS (in) - Roof Slope 0° to 60 - Wind Zone 2 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 psf 30 psf 40 psf 50 sf 60 psf 70 psf 80 psf 90 psf 100 109 104 88 82 73 66 61 56 53 50 105 103 103 88 82 73 66 61 56 53 50 110 98 98 88 82 73 66 61 56 53 50 Category B 120 90 90 88 82 73 66 61 56 53 50 130 83 83 83 82 73 66 61 56 53 50 140 77 77 77 77 73 66 61 56 53 50 150 72 72 72 72 72 66 61 56 53 50 160 68 68 68 68 68 66 61 56 53 50 170 64 64 64 64 64 1 64 61 56 53 50 100 91 91 88 82 73 66 61 56 53 50 105 87 87 87 82 73 66 61 56 53 50 110 83 83 83 82 73 66 61 56 53 50 120 76 76 76 76 73 66 61 56 53 50 Category C 130 70 70 70 70 70 66 61 56 53 50 140 65 65 65 65 65 65 61 56 53 50 150 61 61 61 61 61 61 61 56 53 50 160 57 57 57 57 57 1 57 57 56 53 50 170 54 54 1 54 54 54 54 54 54 53 50 100 84 84 84 82 73 66 61 56 53 50 105 80 80 80 80 73 66 61 56 53 50 110 76 76 76 76 73 66 61 56 53 50 120 70 70 70 70 70 66 61 56 53 50 Category D 130 65 65 65 65 65 1 65 61 56 53 50 140 60 60 60 60 60 60 60 56 53 50 150 1 56 56 56 56 56 56 56 56 53 1 50 160 52 52 52 52 52 52 52 52 52 50 170 49 49 49 49 49 49 1 49 49 49 1 49 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 3- IronRidge Mr. David F. Taggart IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis December 18, 2014 Page 5 of 20 Table 4A - MAXIMUM SPANS (in) - Roof Slope 7° to 27' - Wind Zone 1 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 psf 30 ` psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 1110 112 97 83 72 64 58 53 49 46 43 120 112 97 83 72 64 58 53 49 46 43 Category B 130 112 97 83 72 64 58 53 49 46 43 140 105 97 83 72 64 58 53 49 46 43 150 98 96 82 72 64 58 53 49 46 43 160 92 92 81 72 64 _ 58 53 49 46 43 170 87 87 79 71 64 58 53 49 46 1 43 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 .: 72 64 58 53 49 46 43 116 112 97 83 72 64 58 53 49 46 43 120 103 97 83 72 64 58 53 49 46 43 Category C 130 96 95 82 72 64 58 53 49 46 43 140 1 89 89 80 71 64 58 53 49 46 43 150 84 84 78 70 64 58 53 49 46 43 160 79 79 76 69 63 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 108 97 83 72 64 58 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 120 95 95 82 72 64 58 53 49 46 43 Category D 130 88 88 80 71 64 58 53 49 46 43 140 82 82 78 70 63 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 160 73 73 73 67 61 57 53 49 46 43 170 68 1 68 68 1 65 60 56 53 1 49 46 43 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 5- IronRidge Mr. David F. Taggart IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis December 18, 2014 Page 7 of 20 Table 6A - MAXIMUM SPANS (in) - Roof Slope 7° to 27° - Wind Zone 3 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 Psf 30 Psf 40 psf 50 Psf 60 Psf 70 psf 80. psf 90 Psf 100 87 87 83 72 64 58 53 49 46 43 105 83 83 83 72 64 58 53 49 46 43 110 80 80 80 72 64 58 53 49 46 43 120 73 73 73 72 64 58 53 49 46 43 Category B 130 68 68 68 68 64 58 53 49 46 43 140 63 63 63 63 63 58 53 49 46 43 150 59 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 43 170 52 52 52 52 52 52 52 49 46 43 100 74 74: 74 72 64 58 53 49 46 43 105 71 71 71 71 64 58 53 49 46 43 110 68 68 68 68 64 58 53 49 46 43 120 62 62 62 62 62 58 53 49 46 43 Category C 130 58 58 58 58 58 58 53 49 46 43 140 54 54 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160. 47 47 47 47 47 47 47 47 46 43 170 44 44 44 44 44 44 44 44 44 1 43 100 68 68 68 68 64 58 53 49 46 43 105'_ 65 65 1 65 65 64 1 58 53 49 46 43 110 62 62 62 62 62 58 53 49 46 43 120 57 57 57 57 57 57 53 49 46 43 Category D 130 53 53 53 53 53 53 53 49 46 43 140 49 49 49 49 49 49 49 49 46 43 150 46 46 46 46 46 46 46 46 46 43 160 1 43 43 43 43 43 43 1 43 43 43 43 170 1 41 41 41 1 41 41 41 1 41 41 41 41 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 7- IronRidge December 18, 2014 Mr. David F. Taggart Page 9 of 20 IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis Table 8A - MAXIMUM SPANS (in) - Roof Slope 28' to 45' - Wind Zone 2 (67.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 Psf 30 psf 40 psf 50 psf 60 Psf 70 psf 80 Psf 90 psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120. 101 94 82 74 67 61 56 52 49 46 Category B 130 94 91 80 72 66 61 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 74 74 1 72 66 61 57 54 1 51 49 46 100 101 94 82 74 67 61 56 52 49 - 46 105 98 93 81 73 67 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category C 130 81 81 75 68 63 59 56 52 49 46 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 1 50 48 46 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 1 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 .. Category D 130 75 75 72 66 61 58 54 52 49 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 1 58 55 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 1 55 52 50 48 46 44 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 9- IronRidge Mr. David F. Taggart IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis December 18, 2014 Page 11 of 20 Table 1B - MAXIMUM SPANS (in) - Roof Slope 0° to 6° - Wind Zone 1 (78.5" Max Module Length) XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 psf 30 psf 40 psf 50 psf 60 Psf 70 psf 80 psf 90 psf 100 114 97 82 76 68 61 56 52 49 46 105 114 97 82 76 68 61 56 52 49 46 110 114 97 82 76 68 61 56 52 49 46 120 114 97 82 76 68 61 56 52 49 46 Category, B 130 105 97 82 76 68 61 56 . 52 49 46 140 97 97 82 76 68 61 56 52 49 46 150 90 90 82 76 68 61 56 52 49 46 160 85 85 82 76 68 61 56 52 49 46 170 80 80 80 76 68 61 56 52 49 46 100 114 97 82 76 68 61 56 52 49 46 105 110 97 82 76 68 61 56 52 49 46 110 105 97 82 76 68 61 56 52 49 46 120 96 96 82 76 68 61 56 52 49 46 Category C 130 88 88 82 76 68 61 56 52 49 46 140 82 82 82 76 68 61 56 52 49 46 150 76 76 76. 76 68 61 56 52 49 46 160 71 71 71 71 68 61 56 52 49 46 170 67 67 1 67 67 67 61 56 52 49 46 100 106 97 82 76 68 61 56 52 49 46 105 101 97 82 76 68 61 56 52 49 46 110 96 96 82 76 68 61 56 52 49 46 120 88 88 82 76 68 61 56 52 49 46 Category D` 130 81 81 81 76 68 61 56 52 49 46 140 75 75 75 75 68 61 56 1 52 49 46 150 70 70 70 70 68 1 61 56 52 49 46 160 66 66 66 66 66 61 56 52 49 46 170 1 62 1 62 62 1 62 62 61 56 52 49 46 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 11 - IronRidge Mr. David F. Taggart IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis December 18, 2014 Page 13 of 20 Table 3B - MAXIMUM SPANS (in) - Roof Slope 0° to 60 - Wind Zone 3 (78.5" Max Module Length)'`' XR100 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 psf 30 psf 40 psf 50 . psf 60 psf 70 psf 80 psf 90 psf 100 8.1 8'1 81 76 68 61 56 52 49 46 105 ; 77 77 77 76 68 61 56 52 49. 46 110 74 74 74 74 68 61 56" 52 49 46 120 67 67 67 67 67 61 56 52 49 46 Category B 130 62 62 62 62 62 61 56 52 49 46 140 . 58 58 58 58 58 58 56 52 49 46 150 54 54 54 54 54 54 54 52 49 46 160 50 50 1 50 50 50 50 50 50 49 46 170 48 48 48 48 48 48 48 48 48 46 100 68 68. 68 68 68 61 56 52 49 46 105 65 65 65 65 65 61 56 52 49 46 110 62 62 62 62 62 61 56 52 49 46 120 57 57 57 57 57 57 56 52 49 46 Category C 130 52 52 52 52 52 52 52 52 49 46 140 49 49 49 49 49 49 49 1 49 49 46 150 45 45 45 45 45 45 45 45 45 45 160 43 43 43 43 43 43 43 43 43 43 170 40 40 40 40 40. 40 40 40 40 40 100. 63 63 63 - 63 1 63 61 56 52 49 46 105 60 60 60` 60 60 60 56 1 52 49 46" 110 57 57 57 57 57 57 56 52 49 46 120 52 52 52 52 52 52 52 52 49 46 Category D 130 48 48 48 48 48 48 48 48 48 46 140 45 45. 45 45 45 45 45 45 45 45 150 42 42 42 42 42 42 42 42 42 42 160 39 39 39 39 39 39 39 391, 39 39 37 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic' Engineers 13- IronRidge Mr. David F. Taggart IronRidge XR100 Rail, Roof Flush Mounting System— Structural Analysis December 18; 2014 Page 15 of 20 Table 513 MAXIMUM SPANS (in) - Roof Slope 70 0 to 27 - Wind Zone 2 (78.5 'Max Module Legnth) XR100 Rail Wind Speed Ground Snow Load Exposure. mph, 0 psf 10 sf 20 Psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 99 91 77- 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 91 91 77 67 59 54 49 46 43 40 120 84 84 77 67 59 54 49 46 43 40 Category B 130 78 78 77 67 59 54 49 46 43 40 140 72 72 72 67 59 54 49 46 43 40 150 68 68 68 67 59 - 54 49 46 43 40 160 64 64 64 64 59 54 49 46 43 40 170 60 60 60 60 59 54 49 46 43 40 100'' 85 85 77 67 59 1 54 49 46 43 40 105 81 81 77 67 59 54 49 46 43 40 110 77 77 77 67 59 54 49 46 43 40 120 71 71 71 67 59 54 49 46 ` 43 40 Category C 130 66 66 66 66 59 54 49 46 43 40 140 61 61 61 61. 59 1 54 49 46' 43 40* 150 57 57 57 57 57 54 49 46 43 40 160 54 54 54 54 54 54 49 46 43 40 170 51 51 51 51 51 51 49 46 ' 43 40 100 78 78 77 67 59 54 49 1 46 43 40 105 75 75 75 67 59 1 54 49 46 43 40 110 71 71 71 67 59 54 49 46 43 40 120 66 66, 66 66 59 54 49 46 43 40, Category D 130 61 61 61 61 59 54 49 46 43 40 140 57 57 57 57 57 54 49 46 43 40 150 53 53 53 53 53 53 49 46 . 43 _ 40 160 50 50 50 50 50 50 49 46 43 ' 40 170 47 1 47 1.47 47 1 47 1 47 47 46 43 40 Notes — see . page 20 Starling Madison Lofquist, Inc. Consulting Structural and. Forensic Engineers 15- IronRidge December 18, 2014 Mr. David F. Taggart Page 17 of 20 IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis Table 7B - MAXIMUM SPANS (in),- Roof'Slope 28` to 450 - Wind Zone 1 (78.5" Max Module Length) XRa00 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 Psf 90 psf 100 99 91 78 70. 62 56 52 48 45 43 105 99 91 78 >` 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 Category 120 93 87 76 68 62 56 52 48 45 43 B 130 " 89 84 74 67 61 56 52 48 45 43 140. 85 82 72 65 60 56 52 48 45 43 150 81 79 70 64 59 55 52 48' 45 43 160 77 76 68 62 58 54 51 48 -: 45 43 170 73 73 66 61 57 53 50 48 45 43, 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 89 84 74 67 61 56 52 48 45 43 120 84 81 72 65 60 56 52 48 45 43 Category C 130 79 78 70 63 59 55 52 48 45 43 . 140 75 75 67 62 57 1 54 51 48 45 43 150 71 71 65 60 56 52 50 47 45 43 160 67 67 63 58 54 51 49 46 44. 43 170 64 64 61 57 53 : 50 48 45 44 42 100 1 89 85: 74 67 61 56 52 48 45 43- 105 87 83 73 66 61 1 56 52 48 45 43 110 84 81 1 72 65 60 56 52 48 45 43 120 79 78 69 63 59 55 52 48 45 43 Category D 130 74 ` 74 67 61 57 53 50 48 45 43 140 70 70 65 60 56 52 49 47-_ 45 43 150 66 66 62. 58 54 51 48 46 44 42 160 63 63 60 56 53 50 47 45 43 42 1.70 60 = 60 58 54 51 48 46 44 42 41 Notes — see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 17- I.70P IETAPY At,D CONFIDENTIAL XR100 Rail L-FOOT F FLASHFOOT Or Alternate flashing) ROOF FRAMING BY OTHERS) DETAIL F SCALE 1 : 5 M IRONRIDGEdd XR100 ROOF MOUNT FLUSH EXHIBIT A - page 3 of 3 io-e; ..... ._ elm,.. ........... .. Module Add -On for Commercial Installations for North Am'erica USA - CANADA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - AUSTRALIA - THE NETHERLANDS - UK - ISRAEL www.solaredge.us MU;17-00 SE10KUS / SE20KUS / SE33.31< cucl 6VInCtuvll-U 11 V1.1s11.LUIc111cL V1 VV11 CICJJ' Small lightweight and easy to install on provided bracket . Fixed voltage inverter, DC/AC conversion only Integrated Safety Switch and DC fuses (plus &minus) USA-GERMANY- ITALY- FRANCE-JAPAN-CHINA -AUSTRALIA -THE NETHERLANDS-UK-ISRAEL www.solaredge.US committed to develop and invest heavily in the field of renewable energy. Hyundai Solar is the largest and the longest standing PV cell and module manufacturer in South Korea. We have 600 MW of module production capacity and provide high -quality solar PV products to more than 3,000 customers worldwide. We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more than 20 Million USD on innovative technologies. Multi -crystalline Type HIS-M300TI I HiS-M305TI I HiS-M310TI HiS-M315TI HiS-M320T1 HIS-M325TI T1. Series Mono -crystalline Type HiS-S325TI HiS-S330T1 HiS-S335TI HiS-S346TI HiS-S345TI HiS-S350TI X.- Several models are under certification process, 998 mm (39.29")(W) x 1,960 mm (77.17°)(L) x 50 mm (1.97'j(H) Approx.23.2 kg-(51.1 Ibs) 72 cells in series (6 x 12 matrix) (Hyundai cell, Made in Korea) 4 mm' (12AWG) cables with polarized weatherproof connectors, IEC certified (UL listed), Length 1.2m (47.2") IP67, weatherproof, IEC certified (UL listed) 3 bypass diodes to prevent power decrease by partial shade Front: High transmission low -iron tem Encapsulant EVA" Back Sheet: We; Clear anodized aluminum alloy type 6( UL listed (UL 1703), Type 1 for Class A Fire Rating Output power tolerance +3/-0 % ISO 9001:2000 and ISO 14001:2004 Certified Advanced Mechanical Test (5,400 Pa) Passed (IEC) Mechanical Load Test (40 lbs/ft') Passed (UL) Ammonia Corrosion Resistance Test Passed IEC 61701 (Salt Mist Corrosion Test) Passed Delivered ready for connection IEC (UL) certified and weatherproof connectors Integrated bypass diodes 10 years for product defect 10 years for 90 % of warranted min. power 25 years for 80,% of warranted min. power x Important Notice on Warranty The warranties apply only to the PV modules with Hyundai Heavy Industries Co., U logo (shown below) and product serial number on it. E. c L us PV CYCLE usttn ... I INSPECTION SEQUENCE BP# 16-2031 ADDRESS: 3455 s. Orlando Drive BUI-LDING PERMIT Min Max Inspection Descri tion Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing - Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Sidingf Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL`PERMLT y f.s k tom. Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Max inspection Descri tion fMin Rough Plumb Plumbing Underground Plumbing 2°d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 V gREQUESTFORPRE -POWER 9, 0 NO COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:1 t. I-A_v) I I 5tn-(i w Project Name:.&VX5t Prqiect Address:— 1 LSV?3 Building Pen -nit #:_, — Electrical Permit 4 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I . The facility,,vill not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the -utilit3, to terminate electrical service without notice. Furthen-nore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such fight, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the arca designated lor pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local ABJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Print Name of Gen. Contractor Signature of Gen. Contractor Gen. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: Name , f El j;qlatuffof El. Contractor 09) El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light ' on _/_/ Rev. 0. 10. 15)