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HomeMy WebLinkAbout1451 Rinehart Rd 18-2505; FIRE LINESUILDING DIVISION I CD NOV U PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: ' "ekpfr ov y Historic District: Yes No Parcel ID:31g J - -- 1 — Residential Commercial Type of Work: New El"Addition Alteration Repair Demo Change of Use Move Description of WorkP A iA l% I f 1 Plan Review Contact Person Title: In ' Phone:3 Fax: mail: t r Property Owner Information %l Name CA -6, Ll Phone:47 ` 5,z --- StreetOL' SIA&S CGN MA.,- Resident of property?: City, State Zip: Contractor Information Nam' t, 67r-- YS d -P+ Phone: /D/ Street: % 1 S oz'c(_/ U anFax: 4 Z^ •% 9 Y 9 % 7z City, State Zip: 49 64 r2 6A) State License No.: A r c h i t t, /E,:n:g:i:nDIn fr m a t i o n 7 Name: /I t ; 'CJI Phone: p 7 _ eZ % Street: `> IOCJ f ,,} 'S G Fax: City, St, Zip: E-mail: 14hp""' G Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RE C D 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 constiuction 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 , _ ( C K"' l /-5 '4'J " FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6°i Edition (2017) Florida Building Code 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 Owne /Agent Date <Signaturef Contractor gent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractbr/ ent's Name Signatuo State o Florida Contractor/Agent is P Produced ID Type BELOW IS FOR OFFICE USE ONLY Date Known to Me or 8A A000LAMIFARD Moloy PWIc - State of Flalds I C0MW$61od # FF 220050 frAft Conga: Erplres Aug 2, 2019, Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes []No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: rl s/, BUILDING: 0- , Sitek Corporation 11501 S. Orange Ave. Orlando, FI. 32824 Fire Line Construction Cost Project : Rinehart Greenway Partners in your Project" FIRE LINE SYSTEM Unit Qty Unit Price Total Price 6" DDCV ASSY EA 1 4,800.00 4,800.00 FDC EA 1 1,600.00 1,600.00 Fire Hydrant ASSY EA 3 2,800.00 8,400.00 Riser EA 1 900.00 900.00 6" PVC LF 320 22.00 7,040.00 Fittings LS 1 2,200.00 2,200.00 Total $ 24,940.00 Page 1 of 1 DATE: %%/ l//g BUSINESS/PROJECT NAME: ADDRESS: % Tl CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE -FEES. PHONE: 407.688.5052 FAX: 407.688.5053 PERMIT NUMBER: /$ Z-5 S PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM FIRE SPRINKLER [)HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 7' FLAGSHIP GENERAL CONTRACTOR, LLC MASTER SUBCONTRACTOR CONTRACT Subcontractor: Sitek Corporation FEI/EIN 03-0506713 Subcontractor License #: CUC1223798 Job Name: Rinehart Storage Project Job Address: 1451 Rinehart Road., Sanford, FL. 32771 Date: 7/19/18 THIS MASTER SUBCONTRACTOR CONTRACT (hereinafter the "Subcontract") as entered into by FLAGSHIP GENERAL CONTRACTOR, LLC (Contractor/Representative) and Sitek Corporation (here in after the "Subcontractor"). Contractor/Representative and Subcontractor AGREE AS SET FORTH BELOW: Section 1. DESCRIPTION OF WORK: Subcontractor agrees to furnish all labor, material, equipment, and services, and to perform all work necessary to fully perform and complete the part or parts of the work described in this paragraph (hereinafter the "Work") in accordance with the Plans listed below and addendum A incorporated herein to the satisfaction of Contractor/Representative. The Subcontractor shall furnish all rigging, hoisting equipment, operators, scaffolding, staging, temporary protection, small tools, and any other labor, material, or equipment necessary to fully complete and perform the Work. The Subcontractor shall furnish all layout, engineering, and products and systems testing and certifying as are required and specified to fully complete and perform the Work of this Subcontract. For the purposes of this Subcontract, the Work shall consist of: Enter Scope; The public and private improvements, both on-site and off-site, including but not limited to improvements for site preparation, sewage collection system, drainage system, potable water and fire distribution system, reclaimed water distribution system, storm drainage system improvements, sidewalks, and roadway improvements as shown on the plans provided by Klima Weeks, civil engineers, dated 5-21-2018 as approved by the City of Sanford, FL Development Plan Approval and the Seminole County R/W Use Permit Approval related thereto, including clearing, grubbing, grading and earthwork on the entire hotel site per plans provided by Klima Weeks, including digging retention pond and provide rough graded hotel pad, thereby allowing excess hotel site dirt to be used on the storage site; TOGETHER WITH PERMITED PLANS & SPECS per Rabco job #2035 include all required materials as needed to complete scope. Properly man project to meet scheduling requirements. This includes addendum "A" attached. (Page 1 to 62); This includes addendum `B" — Insurance Requirements + Examples (Pae 1-3) Page 1 of 10 Initia Initial CZS7 The Work shall occur as set forth above and in a sequence designated by Contractor/Representative. Any Change Orders issued and executed will become part of the Master Subcontractor and shall become a material part of this Contract and subject to all of the terms and conditions contained therein. Section 2. SUBCONTRACT CONSIDERATION: The sum to be paid by Contractor/Representative to the Subcontractor for the Work covered by this Subcontract shall be as follows: A. Eight Hundred Ninety -Nine Thousand Eiizhty-Five Dollars and Zero Cents 899,085.00) in current funds (the "Subcontract Consideration"), subject to additions or deductions as provided by this Subcontract. The Subcontract Consideration includes the cost of Subcontractor's payment of and for all, fees, inspection costs, municipal, state, county, and federal taxes imposed by law, whether or not based upon labor performed, materials furnished, or services rendered. This includes, but is not limited to, sales taxes, use taxes levied or assessed against Subcontractor arising out of: (a) the acquisition of materials or equipment by the Subcontractor or of its sub -subcontractors for installing in the Work, and (b) the furnishing of labor and/or services in connection with the Work. Where the law requires any tax will not exceed the Subcontract Consideration. B. Schedule of Work for Payment. The subcontract consideration defined above shall be paid in accordance with the schedule set forth by Contractor/Representative and the terms of the Subcontract. Subcontractor shall be entitled to make written application for a progress payment each month using the AIA G702 Apphcahon for Payment and G703I Continuation Sheen All progress invoices must be received in our office (1190 Business Center Drive, Ste. 2000, Lake Mary, FL. 32746) no later than the 25th of each month reflecting work completed through the end of said month. Payment will be available of said invoice by the 15th of the following month with a 10% retainage. For any work not completed per the invoicing for said month monies for that portion of work not completed will be withheld until completed. Section 3. INCORPORATION OF MASTER CONTRACT: Subcontractor has entered into a Master Subcontractor Contract (hereinafter the "Subcontract") with Contractor/Representative. Subcontractor has read and is familiar with the Master Contract. The Subcontractor agrees that this Contract and any Change Orders issued there under constitute a material part of the Master Contract subject to the terms and conditions contained in the Master Contract. The Master Contract and any Change Orders including plans, drawings, specifications, general conditions, supplementary conditions, schedules, provisions, and addenda shall be collectively referred to herein as the "Contract Documents". The Subcontractor agrees to be bound to the Contractor/Representative by the terms of the Contract Documents so far as they relate to the Work undertaken herein by Subcontractor, and agrees to assume toward the Contractor/Representative all the obligations and responsibility set forth in the Contract Documents. Section 4. CONTRACT TIME/TIME OF COMPLETION: The Subcontractor shall begin Work by verbal or written communication by the Contractor/Representative. Subcontractor shall carry on the Work at a speed that will not cause delay in the Contractor's Work or any work of any other Subcontractor. The Subcontractor shall complete the Work in accordance with the schedule produced by the Contractor. The Subcontractor shall achieve final completion of its work in accordance with the Contractor's schedule (the Page 2 of 10 Initial 21ni4::5__ Subcontractor Time"). The Subcontractor shall cooperate with the Contractor/Representative in scheduling and performing the Work to avoid conflict, delay in or interference with the work of the Contractor/Representative and any other subcontractors Section 5. FINAL PAYMENT: The final payment due under any Work Orders shall be made after completion of the Work on that Work Order and acceptance of that Work by the Contractor/Representative and the Architect provided that the Subcontractor has given to the Contractor/Representative satisfactory evidence that the premises are free from all liens and any other claims chargeable to the Subcontractor or associated with the Work, and all conditions precedent to payment in this Subcontract have been met by the Subcontractor or have otherwise occurred.. Finally, prior to final payment, the Subcontractor will execute and deliver to Contractor/Representative a General Release hereto holding Owner/Contractor harmless from all claims arising out of this Subcontract. Section 6. PAYMENTS WITHHELD: If at any time there is any evidence or any reasonable indication of any lien, Claim, or potential claim for which Owner/Contractor/Contractor rep might become liable, and which is chargeable to the Subcontractor, Owner/Contractor/Contractor rep shall have the right: (a) to retain out of any payment then due or which later becomes due (in addition to any retainage already withheld), an amount sufficient to completely indemnify Contractor for any loss or damage, including legal fees and disbursements, which either may sustain in discharging such lien or claim or, (b) Owner/Contractor/Rep may elect to withhold all further payments until a release or waiver is furnished. In addition to the rights set forth herein, Subcontractor acknowledges and agrees that Owner/Contractor/rep shall be also entitled to withhold payments due and owing under any Work Orders issued under this Purchase Order even if the Work Order is unrelated to the alleged lien, Claim, or potential claim. If any claim is asserted after all payments are made, the Subcontractor will refund all monies that the Owner/Contractor/rep may pay in discharging such lien or claim and all expenses incurred in connection therewith. Section 7. TERMINATION OF SUBCONTRACT: Contractor/Representative shall have the right at any time to cancel this Contract and require the Subcontractor to cease Work, in which case Contractor/Representative will pay the Subcontractor for all work properly performed up to the time of said cancellation, along with 10% for profit and overhead, except that the Subcontractor will not be entitled to prospective profits on Work unperformed, material unfurnished, or both. Section 8. PAYMENTS NOT ACCEPTANCE: No payment made under this Subcontract shall be conclusive evidence of the proper performance of or compliance with the Subcontract, either wholly or in part, and no payment, including final payment, shall be construed to be an acceptance of defective Work or improper materials, nor shall entrance or use of the Project, or any portion thereof, constitute acceptance of the Work, or any part of it. Section 9. DIMENSIONS: The dimensions in the plans, the specifications, and the other Contract Documents are approximate only and the Subcontractor shall take such measurements as shall ensure the proper matching and fitting of the Work covered by the Subcontractor Purchase Order and the contiguous work. Section 10. PERFORMANCE OF WORK: Subcontractor shall furnish all supervision, materials, supplies, and equipment, except as otherwise provided in this agreement, and perform all Page 3 of 10 Initial- Ini 'al labor required for the completion of the work in accordance with all provisions of the Master Contract and of the specifications, plans, and addenda referred to in it, all of which are made a part of this agreement, and to the satisfaction of Contractor/Representative. One set of plans and specifications will be furnished subcontractor without cost. Additional sets may be procured at rates established by Contractor/Representative, to be available at Contractor/Representative's office as set forth in this Contract. Section 11. SHOP DRAWINGS: Subcontractor shall proceed at once, if applicable, to prepare shop drawings and other required data and to furnish same for approval to the Contractor/Representative prior to fabrication of any item to be furnished under this Subcontract. Shop drawings shall be promptly furnished and completed to ensure scheduled delivery of any equipment or materials so as not to delay the Work. Five copies of all shop drawings shall be submitted to the Contractor/Representative, plus the number of copies desired by the Subcontractor. Section 12. CONTIGUOUS WORK: If the proper and accurate performance of the Work included in this Subcontract depends upon the proper and accurate performance of other work not included in this Subcontract, the Subcontractor shall use all necessary means to discover any defects in the other work and shall report any defects in writing to the Contractor/Representative before proceeding with the Work. Section 13. CHANGES, EXTRA WORK, AND DISPUTES: A. Change Orders Additions and Deductions: No alterations will be made in the Work except upon the written change order of the Contractor/Representative, and when so ordered the value of the Work to be added or omitted shall be stated in that change order, and the amount added to or deducted from the consideration. B. Changes in Original Contract: Subcontractor shall be bound by any changes or alterations made by Contractor/Representative to the Master Contract specifications or plans, or in the amount or character of the work or any part of it, to the same extent that Contractor/Representative is bound. C. Claims for Extra Work: With respect to any extra work ordered by Contractor/Representative for its own convenience and not related to a change, changed condition, or extra work under the Master Contract, subcontractor shall make no claim unless the same shall have been fully agreed upon in writing by Contractor/Representative prior to the performance of the extra work. That agreement shall set forth the extra work to be done, the compensation for it, and any extension of time necessarily occasioned by it. Contractor/Representative may order extra work without invalidating the Contractor/Representative Documents. If the parties cannot agree upon the compensation or time extensions, subcontractor shall nevertheless proceed with the extra work and the question of entitlement or amount of compensation and/or extensions of time shall be submitted to arbitration under the laws of the State of Florida relating to arbitration. D. Unit Price: If the Subcontractor contract and is based upon a unit price, any quantities and amounts mentioned are approximate only and may increase or decrease at the same unit price unless the Contract Documents warrants or guarantees the quantities and amounts. Section 14. INTERPRETATION OF PLANS AND SPECIFICATIONS: The Work included in the Contract Documents is to be done under the direction and to the satisfaction of the Architect Page 4 of 10 Initial In' 'a r and the Contractor/Representative and the decision of the Architect and the Contractor/Representative as to the true construction and meaning of the plans, the specifications, and the Contract Documents shall be final. Contractor/Representative reserves the right to make changes, additions and/or omissions in the Work, upon written order to the Subcontractor, regardless of whether the Work or any part thereof has or has not been completed. No such changes, however, shall be made in the Work, except upon the written order of the Contractor/Representative. Section 15. JOBSITE SAFETY REQUIREMENT: The Subcontractor acknowledges that it has read and understands the compliance guidelines, as set forth below: A. Each Subcontractor performing work in a Contractor site/facility agrees to strictly observe all state and U.S. Occupational Safety and Health Administration (OSHA) safety requirements. However, to the extent that any safety rules or guidelines of the Contractor exceed OSHA, state, or local safety regulations and requirements, the Contractor's requirements shall be complied with by Subcontractor. Contractor's safety requirements are in addition to and not in preemption of any federal, state or local statutes, regulations. B. It is the responsibility of the Subcontractor to initiate and maintain safety training and compliance programs that meet or exceed OSHA Standards and all applicable Federal, State, and Local Safety Health and Environmental regulations. C. Every Subcontractor must supply a copy of the written safety programs, training records, and supporting documentation for their company when requested by Contractors management. D. Every Subcontractor, at any tier and down, of the Subcontractor, listed above in this contract, shall be approved by the Contractor, listed above in this contract. E. Subcontractors shall be responsible for reporting any incident involving personal injury, equipment damage, or property damage immediately to the Contractors management. An incident report needs to be forwarded to Contractor within 48 hours. F. Each Subcontractor shall provide evidence of active insurance coverage as required by the guidelines set forth in the subcontractor contract. A copy of the insurance certificate must be on file with the Contractor in which work is being conducted. G. During all phases of the performance of this Agreement, Subcontractor shall perform appropriate clean-up services to keep its work area, and the premises and surrounding area, free from the accumulation of waste and trash materials caused by Work Site operations, and shall leave the premises in a reasonably clean, swept or raked condition. If Subcontractor fails to adequately comply with said clean-up obligations, Contractor may perform the required clean-up by whatever method the Contractor may deem expedient and may back charge the Subcontractor for the reasonable costs of such clean-up. However, Subcontractor is not required to perform clean-up of, nor shall Subcontractor be held responsible for, unclean conditions caused by other persons or entities performing on the Work Site. Page 5 of 10 Initi a In'ial H. All Subcontractor employees must wear appropriate personal protective equipment PPE), as required by federal regulations, including any additional personal protective equipment as required by Contractor. I. Subcontractor is responsible in accordance with the Federal Hazard Communication Standard to maintain a chemical inventory list and copy of Material Safety Data Sheets MSDS) or Safety Data Sheets (SDS) for each chemical on Contractors property. These must be readily available to Contractor and other exposed persons. J. For demolition or installation work involving welding, cutting, burning, grinding and/or other spark producing operations, the Subcontractor will be responsible for notifying Contractors management and complying with federal hot work regulations. K. The use, possession, distribution, or sale of any controlled substance or alcoholic beverage is prohibited on Contractors property. L. The use of tobacco products shall be in accordance with Contractors smoking policy. M. Firearms, firecrackers, explosive devices, or any other form of weapon is prohibited on Contractors property. N. Subcontractor in violation of this agreement will be issued a Job Site Safety Violation see attachment). Subcontractor with three violations, a serious (where there is substantial probability that death or serious physical harm could result and that the Subcontractor knew, or should have known), a willful (the Subcontractor knowingly commits or commits with plain indifference to the law, and/or repeat violation will be removed from site until abatement of the hazard has been removed. O. Contractor will notify Subcontractor of violation in writing and delivered personally, by the United States Postal Service certified or registered mail, postage prepaid, return receipt requested, by a recognized overnight delivery service, or by electronic mail. The date that notice shall be deemed to have been made shall be the date of delivery, when delivered personally; on written verification of receipt if delivered by overnight delivery; or the date set forth on the return receipt if sent by certified, registered, or electronic mail. Subcontractor further acknowledges that these statements are global, and safety rules and regulations presented are minimum guidelines that must be followed. Section 16. LIQUIDATED DAMAGES: The Subcontractor acknowledges that it has read and is completely familiar with all of the terms and provisions of this Subcontract. Subcontractor acknowledges that time is of the essence in the performance of its Work under this Contract. Provided that delays are caused by Subcontractor and not outside forces (City, County, Engineer etc.) the Subcontractor expressly agrees to indemnify, defend and hold harmless the Owner/Contractor against all damages suffered by Owner/Contractor/Rep because of delays in completion of the Project. Attorney's fees will be paid by the Non - Page 6 of 10 Initia Ini 'al Prevailing Parry. Since schedule is not available Subcontractor reserves the right to make adjustment to the schedule when it is provided. Section 17. VENUE -PLACE OF PAYMENT: Anything in this Subcontract to the contrary notwithstanding, Contractor/Representative may require that the Subcontractor accept all payments at the Owner/ Contractor's rep office in Orlando, Florida. The venue for all actions brought on or related to this Subcontract shall be exclusively in Orange County, Florida and no action may be brought on this Subcontract in any court except in a court of competent jurisdiction located in Orange County, Florida, regardless of whether any related action, including but not limited to a mechanic's lien action, may be properly brought in any other county and a suit on this Subcontract may not be joined with any such related action unless the related action is also brought in Orange County, Florida. The Subcontractor expressly waives any right to trial by jury and agrees all actions involving or between the Contractor/Representative and Subcontractor, whether in tort or in contract, will be tried non jury at the option of the Contractor/Representative. Section 18. INSURANCE: The Subcontractor shall purchase and maintain insurance of the following types of coverage and limits of liability as will protect the Subcontractor from claims that may arise out of, or result from, the Subcontractor's operations and completed operations under the Contract: Type oflnsuramce or Bond Limit ofL abil'iW or,Bond Amount Worker's;Compensation y __..__ewStatutory I;irni`ts Automotive Liability Coverage r M _ u$ 1:000,OQO Combmed Single Lmrt General Commercial Labihtyv $1,000,000 Occurrence/$2,000;000 Aggregate Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from the date of commencement after final payment to the Subcontractor, and, with respect to the Subcontractor's completed operations coverage, until the expiration of the periods for correction of work or for such other period for maintenance of completed operations coverage as specified in the Contract. Certificates of insurance acceptable to the Contractor/Representative shall be filed with the Contractor/Representative prior to commencement of the Subcontractor's work. These certificates and the insurance policies required above shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Contractor. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final application for payment. If any information concerning reduction of coverage is not furnished by the insurer, it shall be furnished by the Subcontractor with reasonable promptness according to the Subcontractor's information and belief. The Subcontractor shall cause the commercial liability coverage required above to include: 1) the Contractor/Representative and the Owner, as additional insureds for claims caused in whole or in part by the Subcontractor's negligent acts or omissions during the Subcontractor's operations: and (2) the Contractor/Representative as an additional insured for claims caused in whole or in part by the Subcontractor's negligent acts or omissions during the Subcontractor's completed operations. Page 7 of 10 Init' lniti4 27 The Contractor and Subcontractor waive all rights against (1) each other and any of their subcontractors, sub -subcontractors, agents and employees, each of the other, and (2) the Owner, the Architect, the Architect's consultants, separate contractors, and any of their subcontractors, sub -subcontractors, agents and employees for damages caused by fire or other causes of loss to the extent covered by property insurance provided under the Contract, or other property insurance applicable to the work, except such rights as they may have to proceeds of such insurance held by the Owner as a fiduciary. The Subcontractor shall require of the Subcontractor's Sub -subcontractors, agents and employees, by appropriate agreements, written where legally required for validity, similar waivers in favor of the parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. Section 19. ATTORNEY'S FEES: In the event of any litigation (whether in an administrative agency, trial or appellate court) or arbitration arising out of the construction or enforcement of the Subcontract, the prevailing party shall be entitled to receive its costs, including a reasonable attorney's fee. Section 20. HEADINGS: The headings contained herein are for the convenience of the parties and will not expand or detract from the language of the Subcontract. Section 21. TIME IS OF THE ESSENCE: Time is of the essence of this Subcontract and the Subcontractor is to execute this Subcontract with sufficient speed and diligence to enable the Contractor/Representative and other Subcontractors to comply with their schedules. The Subcontractor shall personally supervise the Work or have a competent foreman, or superintendent satisfactory to the Contractor/Representative on the Work at all times during the progress of the Work with the authority to act for the Subcontractor. Section 22. ENTIRE AGREEMENT: This Subcontract represents the entire and integrated agreement between the parties hereto and with the Contract Documents, supersedes all prior negotiations, representations or agreements, whether written or oral. Section 23. DECLARATION OF ILLEGALITIES: If any term, condition or provision of this Subcontract is declared illegal or unenforceable for any reason by a court of competent jurisdiction, the remaining terms, conditions, and provisions of this Subcontract shall, nevertheless, remain in full force and effect. Page 8 of 10 Init6 I rtial ' UNDERSTOOD AND AGREED TO ON THIS ay of 20 /. Sitek Corpora 'o Date "Subco actor" Signature: 11 (: 2 C V Print Name: JOSEPH A. FARD 11501 S. ORANGE AVE. ORLANDO, FL 32824 Q Flagship G LLC. Date 1 " Owner" "Contract epresentative" FLAGSHIP GENERAL CONTRACTOR, LLC Signature: Print name: Page 9 of 10 Init _ Itial Sitek Corporation 11501 S. Orange Ave. Orlando, FI. 32824 From : Nevin Fard Office : 407 - 898 - 9706 Fax : 407 - 898 - 9732 cVld.du,,, q , P // O -Z (, Partners in your Project" Sitework Cost Proposal License : CUC1223798 Project : Rinehart Greenway Bid Date : 07/09/2018 GENERAL CONDITION Unit Qty Unit Price Total Mobilization LS 1 9,165.00 9,165.00 Maintenance of Traffic LS 1 4,500.00 4,500.00 Survey Layout HR 95 98.00 9,310.00 Certified Asbuilts LS 1 1,800.00 1,800.00 Sub Total 24,775.00 EARTHWORK Unit Qty Unit Price Total Price Temporary Construction Entrance LS 1 4,980.00 4,980.00 Silt Fence LF 4,800 1.00 4,800.00 Erosion Control LS 1 5,500.00 5,500.00 Tree Protection LS 1 3,300.00 3,300.00 Clear & Grubb Site LS 1 49,000.00 49,000.00 Building Pad LS 1 7,800.00 7,800.00 Grading LS 1 8,500.00 8,500.00 Earthwork LS 1 83,945.00 83,945.00 Sod SY 5,200 2.80 14,560.00 Seed And Mulch SY 2,200 0.90 1,980.00 Sub Total 184,365.00 DEMOLITION Unit Qty Unit Price Total Price Curb LF 200 8.00 1,600.00 Saw Cut LF 200 4.00 1,000.00 Asphalt SF 200 2.00 400.00 Sub Total 3,000.00 STORM DRAINAGE SYSTEM Unit Qty Unit Price Total Price Rip Rap EA 1 1,980.00 1,980.00 Inlet Type C EA 11 3,100.00 34,100.00 Inlet Type E EA 2 3,500.00 7,000.00 Inlet Type D EA 1 3,500.00 3,500.00 Manhole Type P EA 2 3,100.00 6,200.00 Manhole Type J EA 1 4,300.00 4,300.00 Connect to Existing Inlet EA 1 1,800.00 1,800.00 42" HP LF 60 115.00 6,900.00 36" HP LF 130 84.00 10,920.00 24" HP LF 690 51.00 35,190.00 18" HP LF 485 34.00 16,490.00 15" HP LF 335 32.00 10,720.00 Fittings LS 1 2,000.00 2,000.00 Sub Total 141,100.00 Page 1 of 3 6" DDCV ASSY EA 1 4,800.00 t SANITARY SEWER SYSTEM Unit Qty 1 Unit Price Total Price Manhole EA 3 5,300.00 15,900.00 Lift Station EA 1 46,300.00 46,300.00 8" x 4" Wet Tapping Force Main EA 1 7,500.00 7,500.00 4" Plug Valve EA 1 1,500.00 1,500.00 Clean Out EA 2 400.00 800.00 8" PVC LF 780 27.00 21,060.00 4" Force Main LF 575 18.00 10,350.00 Fittings LS 1 6,500.00 6,500.00 Pressure Test LS 1 2,500.00 2,500.00 Sub Total $ 112,410.00 WATER DISTRIBUTION SYSTEM Unit Qty Unit Price Total Price 12" x12" Wet Tap DI Valve & Sleeves EA 1 8,800.00 8,800.00 12" x 4" Wet Tapping Valve & Sleeves EA 1 7,400.00 7,400.00 12" DDCVA With Small Bypass EA 1 21,000.00 21,000.00 Dig Bore Pits EA 2 4,500.00 9,000.00 24" Jack & Bore LF 150 260.00 39,000.00 12" dip for Bore LF 150 100.00 15,000.00 Spacers Fore Bore LS 1 5,500.00 5,500.00 2" Directional Drill With Pipe LF 150 50.00 7,500.00 12" Gate Valve EA 3 1,800.00 5,400.00 8" Gate Valve EA 3 1,500.00 4,500.00 6" Gate Valve EA 3 1,200.00 3,600.00 4" Gate Valve EA 3 1,100.00 3,300.00 3" Gate Valve EA 1 800.00 800.00 2" Gate Valve EA 1 750.00 750.00 1 1/2" RPZ EA 1 1,550.00 1,550.00 1" RPZ EA 1 1,400.00 1,400.00 12" PVC LF 950 36.00 34,200.00 8" PVC LF 385 27.00 10,395.00 6" PVC LF 40 21.00 840.00 4" PVC LF 550 19.00 10,450.00 3" PVC LF 40 16.00 640.00 2" POLY LF 1,300 14.25 18,525.00 1" POLY LF 45 13.00 585.00 Fittings LS 1 14,400.00 14,400.00 Flush, Chlorinate & Test LS 1 3,900.00 3,900.00 Sub Total $ 228,435.00 FIRE LINE SYSTEM Unit Qty Unit Price Total Price 6" DDCV ASSY EA 1 4,800.00 4,800.00 FDC EA 1 1,600.00 1,600.00 Fire Hydrant ASSY EA 3 2,800.00 8,400.00 Riser EA 1 900.00 900.00 6" PVC LF 320 22.00 7,040.00 Fittings LS 1 2,200.00 2,200.00 Sub -Total 24,940.00 Page 2 of 3 TOTAL $ 899,085.00 Inclusions/Exclusions Bond not included. Excavation of unsuitable material and/or demucking excluded. All services (water, sewer, etc.) to within five (5') feet of bulding. Final connection by others. Water meters to be supplied and installed by others. Grassing, landscaping and irrigation by others. Dumpster enclosure by others. Geotechnical testing by others. Any concrete pads, ramps, slabs, sidewalks and flatwork not included unless quoted. Night work not included. Grease Traps Not included. Curb along sidewalk not included. Page 3 of 3 I "b 1 y PAVING & MISC. Unit Qty Unit Price Total Price 1 1/2" Type Sp - 9.5 SY 6,350 12.00 76,200.00 6" Base SY 6,350 9.00 57,150.00 12" Subgrade SY 7,400 4.00 29,600.00 Concrete Sidewalk SF 6,500 3.70 24,050.00 Ramps With Mats EA 1 800.00 800.00 F Curb LF 150 18.00 2,700.00 D Curb LF 800 10.00 8,000.00 Signage & Stripping LS 1 6,500.00 6,500.00 Sub Total 205,000.00 TOTAL $ 899,085.00 Inclusions/Exclusions Bond not included. Excavation of unsuitable material and/or demucking excluded. All services (water, sewer, etc.) to within five (5') feet of bulding. Final connection by others. Water meters to be supplied and installed by others. Grassing, landscaping and irrigation by others. Dumpster enclosure by others. Geotechnical testing by others. Any concrete pads, ramps, slabs, sidewalks and flatwork not included unless quoted. Night work not included. Grease Traps Not included. Curb along sidewalk not included. Page 3 of 3 ow rjAlE Y IGH 8RAS6 W/ F'LW8 AND—" 4 REVIEWED BY: MATT MINNE-5 SANFORD FIRE /EPT. l S//X DATE: SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH 'dVORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASr•. t" O= THESE PROVISIONS OF THE T_=`.-I-INI"'AL CODES, NOR SHALL IS f :E 0 A PERMIT PREVENT THE FIRE [-REVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. 1 N Shop Drawings PERMIT Storm Drainage- RCP Water Sewer 0 e ,.. Reclaim I (';` E Phone: 407-898-9706 407-898-9732 www.sitekusa.c®m FEATURES SIZES: 4" 6" 8" Maximum working water pressure 200 PSI Maximum working water temperature 140°F End Connections OUTLET (Grooved for steel pipe) AWWA C606 Flanged) AWWA C207 Class D INLET Push -On AWWA C900 PVC or Ductile Iron pipe) Brackets on inlet side provide attachment points for pipe installation equipment. OPTIONS with grooved outlet connection coupling and test plug with 1" NPT TAP (standard) F - with flanged outlet connection I I ' DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION WILKINS Model WBR In Building Risers are designed for use to connect a water supply line from outside the building to the water system inside the building. APPROVALS UL ® Listed ULC ® Listed FM® Approved MATERIALS Main Body 304 Stainless Steel Gasket SBR - UL Listed Test Plug Iron Grooved Coupling Ductile Iron Coupling Gasket EPDM BUILDING WATER TYPICAL INSTALLATION SYSTEM WILKINS MODEL 350ADABGVIC SIZE DIMENSIONS (approximate) AB in. mm in. mm WEIGHT GROOVED FLANGED Ibs. kg lbs. kg 4 72 1829 1 72 1829 77 35 1 80 37 6 721829 1 72 1 1829 123 56 123 56 8 72 1829 72 1 1829 1391 63 1 136 62 BUILDING FOUNDATION CONNECTION TO STREET WATER MAIN ' , : WBR RESTRAINT WILKINS MODEL ., ' WBR BUILDING WATER TYPICAL INSTALLATION WILKINS MODEL 350DA BUILDING FOUNDATION CONNECTION TO STREET WATER MAIN 4 A' WBR RESTRAINT WILKINS MODEL WBR•F TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and prevailing government and industry standards and codes. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:9051405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com AV SIGMATM Quality — Service — Cornnaitment — Delivered. PRODUCT SPECIFICATIONS MATERIAL: • Machine -serrated clamping ring is manufactured of high strength ductile iron in accordance with ASTM A536, Grade 65-45-12. Side clamping bolts and hex nuts are manufactured of high strength steel in ac- cordance with ASTM A449 an - lated to 8663, Type Ill Sec.1 for corrosion resistance. SIZE RANGE: 4" through 48" DIMENSION: • Conform to ANSI/AWWA C900/905 standards PRESSURE RATINGS: • Equal to the water working pressure rating of the pipe upon which it is installed with a minimum 2:1 factor of safety. COATING: • Red Alkyd paint Electro -deposition "CORRSAFE'""' available upon request. For further information, please refer to our CORRSAFE Product Information sheet at http://www.sigmaco. com/pipe-restraint-product coatings -linings/ APPROVALS: • Factory Mutual approved in sizes 4'; 6"1 8" & 10" DEFLECTION: • Maintains the allowable nominal deflection within the PVC pipe manufacturer rec- ommendation for AWWA 0900/905 PVC pipe bells. TRACEABILITY: • Machine -serrated clamping rings are individually cast with exact heat code information. INSTALLATION: In accordance with manufacturer's recommendation and applicable AWWA standards. December 2015 SIGMA Corporation www.sigmaco.com current ReVISIpqStandards. PPly for a// Listedm 2" thY.--El' (21) not included in ANSI/AWWR'.-'3 standard) 1AN$ C153/A21,53, NFPA 13/24 3) d 3"-10"FM li pV &.('nIle on) III d jCastofASTMA536qualifiedductileiron -J) s cast on an fittings rated at 250 psi. Mechanical'' j J" t 2" - 24" rated d 30" - 48" at 250 psimints 8 8fk;vWith the use of _t"l"ffg`s1b0-`be ratedN24",if)]. t h ted at 350 p5L, rubber annupf'.,. j i., age gasket, 2" t Unionijfdar-f.- our apNope •Wyes over 16" are not pres§urp,,rAj e Contact V p licatio 12", Y and"Inominal pipe & fitting diam6t .... .. k615-FLECTION: 6int deflection 2" 4C Red0% at 31 1. NSE-3"Meets all requirements includingAriPx G, Tyler Union-aR drwriters Laboratory n. 431 ASPHALTIC COATING: Per ANSI/AWWA C1Q4/A2UA-`and .AT. S1 WWA C1-53") WII7' Z1- 3. 4ftillENTLINING:....,..... Per ANSI/AWWA C104/A21.4W-M"Uble cement lining iavailable upon request request. Fusion bo cled epoxy per ANSI/AW.W. 116/A21.16, Additional coatings ayYCOATING:......... - n, upon BARE6 ........................ AV611.aM"O.:h request. A'STENERS ............. Per AN51fAWWA C111/A21.11 and/or ASTM A242 high strength low alloy steel INSTALLATION:. r AWWA ,G,0 and C651 using pipe conforming to ANSI/AWWA C151/A21.51or AWWA C900/905. on A big. p1.Pipe 13 H U 8 Depth C r9a GtAND ANSI/AWWA 0531A11,53 4.Compact Flange V611"al Thickness Dimemlor in inches (T +1-.06V Size I j Dia MANO Lize Size A LI . aft.. WECHANIOAII on 70 16 inMr r - kle'RAH"Y" Aedfj"' 1164 YK tfm nth Os A big. p1.Pipe 13 H U 8 Depth C r9a GtAND ANSI/AWWA 0531A11,53 4.Compact Flange V611"al Thickness Dimemlor in inches (T +1-.06V Size I j Dia MANO Lize Size T LI . 60 10 .75 18 93 4 63 81 20 96 6 63 1A 87 24 1.00 2,61 4.15 90 36:: 1.107016 inMr r - kle'RAH"Y" Aedfj"' 1164 YK tfm nth Os A big. p1.Pipe 13 H U 8 Depth C r9a GtAND D 014, F Va. I j Dia MANO Dia. K oii' GiANO LI . MIXkAND T X Size Qty 1. 151 2.50 6b 2,61 4.15 6ilg: 0.,a9 0.58 10.62 0'n 0.30 a. 3.96 ZBO 4A4 4.94. 4106 6,19 UZ 7,69 0,59 0,62. 0,39 0.33 3/4 51OX3.0 4 4-' 4*80 2.50 5',9,2 642 4.W 1.50 9.06 042 0. 60 0.75 0.39 0.34 710 3/US.-S' 4 2,50, 81.02 8.12 7.00 9AQ- 11;06 11.12 0.63 048 74a- 0.36- 1/0 8/4X3:5. G. 2,50: 10417 10,27- 9.1S: 11.75 13,51 11V 6.66 1,00' 045, 0138 7/8 44,0 6 10. j 1,20, Z$0- T2421 12.M 11.20 14,00 15.652 15.62 0.70 1-M. 0.47. 0:4b 7/8 3/4x4,9 8 0 13,20 2450 14,32 14,4 4. u-30 16.25. 17.". VXs 0,73 1,QQ 6A9 0?42 718 3/44A0 8. U 15. 15.50 1-7.40 3.50 16.40 18M 1654 18-64`- Is. -44 1T54 22.56 20;25 2150 0t85 X 25 1131 0;!55 oA! Z j/4AS 10 18 19.50 ISO 20.,60: 20.74 19,64 2-3.29 24;93 24.75 100 1-38 0.69 0.54 7/8 3/44.5, 12 24 21.60 25,$0' SO a,50.; 2230 2i5i . 90, 22,84 2TO.4 21.74 15.'94 15iSO, GrDo; 27-48. 31.58 27.00 31,5.0. 1.02 1.02. IA4: OP., 0.69 0,75 0;57 0,61 7/8 1/8; U4.5' 3/4x5.O. 14.- I& 30 3100 4.50 39.29 33.46 32.17 36.8a 30.12 39AZ 1.31 7.00' 0.82 0,66 lIrl/8 196.0 20 46- 58:3.0. 4zd . 3§' 4§ 39.7*659..47 43.15 415.00 A.!5 -W 1AS 24.6 1:00..'0.74 I -VA ix6rAi 14, 42 44iSO, 4.50 45.79..:45.96 44.67. 50,62 , 53.12-_:5312..1.45 2,004 1,4 0;82- 14318 48 go.80: 4.50 52,09 15126 0.97 57.50 6040 60.0b L45 Z00 L15 D.90 14/8. 1-i/U6.5, 12., Tyler union MG Contact information* DjftE11910CR492,i'.T-yiij--,,Txas757060(800)527-8478 Anniston: 1501 W 17 St. • Anniston, AL 36201 0 (800) 226-7601 Corona: 1001 El Camino Ave. e Corona, CA 92879 * (866) 527-8471 62 so I E SIGMA.. Quality -- Service — Conmitment — Delivered. MATERIAL: • Gland body, wedge inserts and break -off top actuating bolts are manufactured of high strength ductile iron in accordance with ASTM A536, Grade 65-45-12. Wedge inserts are heat-tre a hardness of 370 BHN minimum. SIZE RANGE: • 3" through 64" ;11'b// DIMENSION: • Conform to ANSI/AW r 1/A21.11 & ANSI/AWWA C153/A21.53 standards PRESSURE RATING: • Sizes 3"-16" carry a 350 psi WWP and sizes 18"- 64" carry a 250 psi WWP while providing a minimum 2:1 factor of safety. COATING: • Asphaltic black enamel Electro -deposition "CORRSAFET""" available upon request. For further informa- tion, please refer to our CORRSAFE Product Information sheet at http://www.sigmaco.com/pipe-restraint-product-coatings-linings/ APPROVALS: • Underwriters Laboratories' listed in sizes 3"-36" and Factory Mutual approved in sizes 3"-12". DEFLECTION: • 50 on 3"-12'; 2* on 14"-16", 1.5° on 18"-30" and 1' on 36"- 64" TRACEABILITY: Gland body, wedge inserts and break -off top actuating bolts are individually cast with exact heat code information. INSTALLATION: In accordance with manufacturer's recommendation and applicable AWWA stan- dards. UL CA' rIY' Note: This product Is not designed to be used on plain end fittings. December 2015 SIGMA Corporation www.sigmaco.com LISTED RPPAMO E SIGMA,. Quality — Service — Commitment — Delivered, ONE-LOK's unique CAM ACTION allows the restraining lugs to "rock" and grip the PVC pipe wall more securely as thrust force increases, and allows for subsidence, seismic or other forces after installation, up to the maximum allowed deflection, Features & Advantages: 1) The SIGMA ONE-LOK Series SLCE is a mechanical joint restraining gland that implements a series of individually activated wedges into the mechanical joint follower gland. When the wedge segment is engaged by the actuating bolt, the primary contact edges of each wedge segment lock onto the pipe wall. This action causes the primary contact edges to grip the pipe and effectively restrain all classifications of both AWWA C900/C905 and ASTM D2241 IPS size PVC pipe. 2) ONE-LOK SLCE's precision contoured wedges provide proper contact and support of the PVC pipe wall. Each wedge is manufactured with an elongated contour that evenly matches the outside circumference of each nominal diameter of PVC pipe. 3) ONE-LOK SLCE's wedge actuating bolt provides the installer with two visual torque indicators. The breakaway top and secondary shoulder stop ensure proper engagement of the wedge segment at the time of installation. Unlike other actuating bolts, the ONE-LOK SLCE is manufactured with a proprietary quality control system that ensures the breakaway tops will activate at the correct torque. The breakaway top is sized to match the same dimensions of the bolts and nuts used to assemble the mechanical joint fitting and follower gland, eliminating the need for special Installation tools. Once engaged, the actuating bolt leaves a residual hex -head shank, allowing post -installation disassembly of the restrained joint, if necessary. 4) ONE-LOK SLCE also features a non -corrosive, two-piece ABS plastic spacer that is removed when using the product to restrain IPS sized pipes meeting ASTM D2241. The two-piece design of this spacer allows it to be removed without requiring disassembly of the product. When the ONE-LOK SLCE is used to restrain pipes meeting AMA C900, the spacer is left intact on the actuating bolt. 5) ONE-LOK SLCE's unique wedge segment and actuating bolt design allows the two components to interface using a cam action principle, allowing the wedge segments to rock and increase their grip on the pipe wall as thrust on the assembled joint Increases. This also allows improved resistance to subsidence, seismic forces, and other movement within the maximum deflection limitations of the mechanical joint under applicable AWWA standards. SIGMA ONE-LOK SLCE's can be used on all classes and thicknesses of PVC pipe, Break Away Top Boll LugStem Shoulder Stop Remi&=Pi Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial. Restraining gland, wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536, Grade 65-45-12, Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AVMA C111/ANSI A21.11 and AWWA C153/ANSI 21.53 through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint restraining devices shall have a working pressure rating of 200psi (235psi for sizes 14-36") minimum and provide no less than a safety factor of 2:1. Restraint shall be FM approved in applicable sizes. Restraining device shall be SIGMA ONE-LOKTM or approved equal. Material: Gland body, brackets, wedge segments & actuating bolts ASTM A536 65-45-12 ductile iron. Restraining Rods & Nuts: High strength, low alloy steel meeting AWWA/ANSI C111/A21.11 with minimum 65,000 psi tensile strength and 45,000 psi yield strength. Side Clamping Balls & Hex Nuts: ASTM A449 high strengh steel. Dimensions in Inches, Weights in Pounds K2 J F C P SECTION B - B SECTION A - A ONE-LOK SI -CE was previously referred to as model SLC P` Dim shows OD after head is broken/removed. 9> Sizes 4" - 12" are UL approved Sizes 4" -12" are FM approved for 150 psi on AWWA C900 pipe and have been tested in accordance with ASTM F1674. LISTED APPROVED 2 1 SIGMA Corporation www.sigmaco.com C110 FLANGED FITTINGS SUBMITTAL SIZES: 2" through 48" STANDARDS: ANSI/AWWA C110/A21.10 PRESSURE RATING: 250 PSI NSF -61: Meets all requirements, UL Certified COATING: ANSI/AWWA C104/A21.4 AND Nominal Tnemec 140N-1211 CEMENT LINING: ANSI/AWWA C104/A21.4 EPDXY COATING: ANSI/AWWA C1 16/A21.16 BARE: Available FLANGES: ANSI CLASS 125 1316.1 FLANGE THICKNESS: ANSI/AWWA C1 15/A21,15; STANDARD CLASS Thickness 125 TEMPLATE FOR DRILLING BOLT HOLES FLANGE DETAILS Nominal Dia. of Flange Pipe Size Flange Bolt Thickness Bolt Hole Number Bolt Dia. 0 Inch 0. D. Circle T Diameter of Bolts and Lengths 2 6 4.75 62 75 4 5/ax 2'/, B.C. 3 7.5 6 75 75 4 a/ex2l/2 4 9 7.5 94 75 8 a/ex3 9.5 1.00 875 8 x3 '16 0 O11 8 13.5 11.75 1.12 875 8 Nx3Y2 10 16 14.25 1.19 1.00 12 Yax4 12 19 17 1.25 1.00 12 Yax4 0. D. 14 21 18.75 1.38 1.125 12 1x4Y2 16 18 23.5 25 21.25 22.75 1.44 1.56 1.125 1.25 16 16 1x4Y2 Yex5 20 27.5 25 1.69 1.25 20 Yex5 i 24 32 29.5 1.88 1.375 20 X51/2 T 30 38.75 36 2.12 1.375 28 1 %X61/2 36 46 42.75 2.38 1.675 32 1'/2x7 42 53 49.50 2.62 1.625 36 1Y2x7Y2 48 59.50 56.00 2.75 1.625 44 1Y2x8 NOTE: Drilling templates are in multiples of four, so that fittings may be made to face in any quarter. Bolt holes shall straddle the center line. Tyler Pipe/Utilities Division • Box 2027 • Tyler, Texas 75710 - 903) 882-5511 Union Foundry Company Box 309 Anniston, Alabama 36202 • (256) 236-7901 ZURN. Model 375 ®x, Mommommono— LReduced Pressure Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and back- pressure of contaminated water into the potable water supply. The Model 375DA shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance Unless otherwise noted, applies to sizes 2 1/2" thru 10") ASSEO Listed 1047 ULO Classified AWWA Compliant C550 CSAO Certified (4" & 6") C-ULO Classified FMO Approved NYC MEA 218-01-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSFO Listed -Standard 61, Annex G' 0.25°x6 MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series Sensing line Stainless steel, braided hose Features Sizes: 2 1/2", 3", 4", 6", 8",10" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections (Grooved for steel pipe) Flanged) 175 PSI 140°F 350 PSI AWWA C606 ANSI B16.1 Class 125 Attention: Model 375DA (flange body) and Model375ADA DIMENSION (approximate) grooved body) have different Relief Valve discharge lay lengths. port: 2 1/2" - 6" - 2.75 sq. in, A in. 8"-10' - 3.69 sq. In. Dimensions & Weights (do not include pkg.) Options Suffixes can be combined) with OS & Y gate valves (standard) L - less shut-off valves (flanged body connections) LM - less water meter with remote reading meter with gpm meter (standard) CFM - with cu ft/min meter G - with groove end gate valves FG - withflanged inlet gate connection and grooved outlet gate connection MS - with Integral Relief Valve Monitor Switch PI - with Post Indicator Gate Valve (3"-10") Accessories Air gap (Model AG) Repair kit (rubber only) Thermal expansion tank (Model XT) OS & Y Gate valve tamper switch (OSY-40) QT -SET Quick Test Fitting Set Model 375DAG SHOWN BELOW Zurn industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. D Date: 5/14 Document No. BF-376DA Patent No. 5, 913, 331 Product No. Model 375DA Page 1 of 2 DIMENSION (approximate) WEIGHT MODEL 375DA SIZE in. mm A in. mm g LESS GATE VALVES in. I mm in, C I mm D in. mm E E OS&Y OS&Y OPEN CLOSED F in. I mm in, I mm in. mm G in, I mm LESS GATE VALVES lbs, I kq WITH OS&Y GATE VALVES lbs. k 21/2 65 31 787 157/6 403 71/4 184 9 229 16 318 416 137/81 352 9112 241 83/8 213 75 34 185 84 3 80 32 813 157/8 403 71/4 184 9 229 18 718 479 155/8 397 9 1/2 241 1 8 316 213 78 35.4 208 94.4 4 100 1375/8 956 19 1/2 495 8 203 9 229 223/4 578 181/4 464 11 279 7 114 184 116 52.7 306 138.9 6 1501443/4 1137 23 112 597 10 254 10 112 267 30 118 765 233/4 6031123/8 314 91/4 235 194 88 494 224.3 8 200 60 3/4 1543 373/4 959 11 279 161/2 394 37 314 959 29 1/4 743115318 391 i 6 314 426 362 173.4 858 390 10 250 63 314 1619 373/4 959 11 279 151/2 394 45 314 1162 35 318 899 14rl,8 391 16 314 426 412 167 1230 558.4 Zurn industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. D Date: 5/14 Document No. BF-376DA Patent No. 5, 913, 331 Product No. Model 375DA Page 1 of 2 Flow Characteristics 0.0 MODEL 375DA 2112", 3" & 4" (STANDARD & METRIC) FLOW RATES (its) 12.6 25.2 37.9 O Rated Flow (established by approval agencies) 50.5 138 0 1030 w -- 69 a Uv 34 a. 0 800 0 0 0.0 200 400 600 FLOW RATES (GPM) MODEL 375DA6", 8" & 10" (STANDARD & METRIC) FLOW RATES (1/s) 63.1 126.2 189.3 252.4 138 rny 103 69 W34N w of o a 4000100020003000 FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. PROTECTIVE OUTDOOR INSTALLATION Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 Wsec 2112" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 1 2644 3525 5288 INDOOR INSTALLATION Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSES Listed 1047, and supplied with full port OS Y gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLT^", the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 375DA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11-2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 0-1* UNITED BRASS WORKS, INC. . 714 S. Main St., Randleman, NC 27317 lsogoo Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com ,5 MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Body Ductile Iron 2 Seat Ring Assembly Bronze 3 Screw Stainless Steel 4 Seat Ring O -Ring Buna-N 5 Face O -Ring Buna-N 6 Pipe Plug Steel flAW GPM Model 90 Wafer Check Valve c@"UL Listed . FM Approved* As antiwater hammer check valve for fire pump service only! 250 WOG @ 180° Max 100% Pressure Tested Approved by New York City Board of Standards & Appeals under Calendar No. 157 -84 -SA. The 4" size is provided with % "pipe plug in drain port as standard configuration. Contains Lead. Not Intended for Use in Potable Water Systems* Size A B C D Ship Wt. lbs) Qty. Per Ctn. 4" 4.25 4.03 6.86 3.00 15.0 1 6" 3.75 6.06 8.50 4.50 19.0 1 8" 3.75 7.98 I1.00 6.00 29.0 1 1 Description The solid brass" ball drip is a "ball' type check valve. When properly installed, the internal ball rests in the lower most area of the valve body allowing for proper drainage of moisture accumulation. Upon system pressurization, the internal ball is "pushed" into the small end of the ball drip body closing the opening. When system pressure is removed, the ball returns to its original position. One of the most common uses is on the dry side of the Fire Department Connection valve. This use helps keep moisture from accumulating inside the Fire Department Connection. Designed for horizontal installation only. Installation Proper installation of the brass ball drip can be accomplished with standard piping installation tools. Make sure the threads are clean and free from burs and debris. Apply a thread sealant suitable for the materials being joined such as PipeFit, PipeFit AS or PTFE tape. When using a paste type sealant, make sure to brush the sealant deep into the root of the threads. Thread the ball drip into female threads hand tight. Finish tightening with a pipe wrench up to one full turn. Do not over tighten. Over tightening may damage threads and ball drip. Finish piping to allow for proper drainage. Valve opens by force of gravity only. Do not use with more than 1 ft. column of water (water pressure) on the ball check. Use only in the horizontal position. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1 760 599-1168 1 800 344-1822 FAX + 1 800 344-3775 0 2012 Fife Protection Products, Inc. F P P I FLG. x FLG. FLIG. x W, 1 , Tol.arancem.bn Length of F.LG,..!x RG -And FLG..x. W, pipit, shall be k0,125", 2, Tolerance on lon6th of l#M_x RE shall be 6267 3i,:AImvP'.rnateriqI ihWl ITidet all applicable "clions of ANSI A2110, A21-15', A21:51, 132.1, 816.11AW1YA, 01116, C1 It, 61 50i Ci61, an.0 all revisions thereto. A Flanged pipe sha . 11 beductile iron pipe with ductile Iron flanges threaded on, d With q 4. 1 other5.1FItin -b Ode ".nig..pipe.1s.pro, 0WIIrijnq-p4rAWVVA0104/A21 t liningsre, rqquj6:66ntkt yoq'i sales reoi6606l 04. 6. 'M pipe hemachanicajointbe[ for &:3 sizes of duotile Iron p Ave thickrVeste.5 diffOrent., from those shown In ANSI A1101,.whioh are based am gro y Iron pipe. These ld - - Ilreduted.thickrimes prov j le llghWwelght bell which with the wa thidkirioss: of dudile iron p1pe, 7-8bb . rhitteid material I bn . ly. Consult engineer for applinflorf. 8-.1250 lb. faced and drilled Ungon available upon )(equest. FLMDETAIL A MIN. MAX. MIN. MAX, MIN. MAX, 14K MIN. MAX. 631 3,40 tv 6,00 7.50 0.63 0,87 US" 6.43 4.25 0.80 0.94 0;75 0111 1 2.50 A, S A S OAT 0.344 0.3 . 6 4.74 4,86 7,50 9,00 0,17 1-06 0.75 7A: T56. 0.94 1-01) 1.04%0:875 1.01) 0 o0.875 0.975 0,935, 0,935 04935 2.50 2.56 230 6.H .6.96 936 11,00 0.09 1.12 1 0,875 :9.44 9.51 8,79 9.11 11.75 .. 5, 13.50 1,00 1.24 = 0,875 1140 1 t,"81__ 0.'3B 11.04 11.116 14;25 16-.00 1,07 1,31 1,64 13.94 11446 1.11 1.19. A'471 0,935 230 S. R OAT 13.14 13,26 17,04 100 1,13 117 l,laQ 1608 1611 1.17 1,25 0,875: 0 .935, 2,50 E. E0.42 0. 0 . 16,43. 11512 15.35 18.75 21.00 1,19 1 1-80 118.81 1119 1,31 0.075 0135. 3.50 17.32 17.45 21.2-5 215 . 0, 3 . I . 112 5 20T44 211061 1 S .. 1.63 1,16 -13. 0.075 .935 1*50 U 1 R U 1 R 0.44 0,45:l 0.47 19.42 1935 22,75 25-00 1.37 1.75 1.25 23,19 23.31 1.32. 1.39 1 '$0 1.4 Ao 110 0475 0.87S 0,175 0.135 0;935. 0.135: 1.50 3.50 1150 211.5i 21,45 25,60 V.50 1,50 IRg 11AS 251*44 -25.56 1169 Zq7, 1.375 29:94- 2111-06. 2572 2$.85 2930 32.00 1:10C E- D E D 031 0158: 6.6 1 31.94 32.69: 96,00 38.75, 1,81 2.37 1,373 16,82 K94 1.69 1,88 1 .88 1:111 2.00 2.00 1.125 1125. 015: U05 L35; 1,435,* 4A 440 4.00 124 38.30 2.13 Z63 1,625 43,81 9.30 513.01044.44 44,58 4 2.317 .68- 187 1,6 2$ $0. 56 50 10 012 50,74 50.881 54,0 59.50 2,50 3-00 1,62.5 57.44 513611 1,08 1.375. 1.435 COO 0.81 0.83: 51.40 61.51 5T44 61. 5 62.75 69.25 62.75 73,00 2.75 Z07 1.25 1.17 IV5 2-00 gA N/A N/A N/A FIT N/A N/A HA N/A 0A N/A NIA NIA N/A 176 601 A.:00 80,00 3.13 16 . 3 200 R/A N/A N/A N/AR/A WA . WA WA 1 , Tol.arancem.bn Length of F.LG,..!x RG -And FLG..x. W, pipit, shall be k0,125", 2, Tolerance on lon6th of l#M_x RE shall be 6267 3i,:AImvP'.rnateriqI ihWl ITidet all applicable "clions of ANSI A2110, A21-15', A21:51, 132.1, 816.11AW1YA, 01116, C1 It, 61 50i Ci61, an.0 all revisions thereto. A Flanged pipe sha . 11 beductile iron pipe with ductile Iron flanges threaded on, d With q 4. 1 other5.1FItin -b Ode ".nig..pipe.1s.pro, 0WIIrijnq-p4rAWVVA0104/A21 t liningsre, rqquj6:66ntkt yoq'i sales reoi6606l 04. 6. 'M pipe hemachanicajointbe[ for &:3 sizes of duotile Iron p Ave thickrVeste.5 diffOrent., from those shown In ANSI A1101,.whioh are based amgro y Iron pipe. These ld - - Ilreduted.thickrimes prov j le llghWwelght bell which with the wa thidkirioss: of dudile iron p1pe, 7-8bb . rhitteid materialI bn . ly. Consult engineer for applinflorf. 8-.1 250 lb. faced and drilled Ungon available upon )(equest. FLMDETAIL GUARDIAN FIRE EQUIPMENT, INC. DETAIL AND SUBMITTAL SHEET MIAMI, FL Ph. 800.327.6584 - Fax 800.827.3869 Project/Location: Architect/Engineer: Contractor: MAppropriate Selection Used as auxiliary connections through which the fire department can pump water to supplement existing water supplies. Provides 250 GPM flow (minimum), per 21/2" inlet. TWo and three-way - inlet connections feature clappered brass bodies (straight or angle pattern), with female hose thread swivel inlets and female outlets. Cast brass construction, standard. 6314' Back 4" x 21/2" x 21/2' 1 770'12 6315' Angle 4" x 212' x 2'/2" 1 8'/e" 6324 Back 4" x 2'/2' x 2'/2' 2 714" 325 Angle 4" x 21/2' x 2'/2' 2 81/4" 101/2" 6326 Back 6" x 21/2' x 2'/2" 2 7'/4" 10'/2" 6327 Angle 6" x 21/2" x 212' 2 10" 101/2' 6336 Back 6" x 21/2' x 2112" x 21/2" 3 10112" 131/1' 6337 Angle 6" x 21/2' x 21/2" x 21/2' 3 111/2" 141/2" Body Lettering AUTO SPKR STANDPIPE Blank (unlettered) Auto Spkriettering only Optional Finish: -B Polished Brass Threads: C Rough Chrome Plated NST D Polished Chrome Plated Other Plugs with Chains and Break Caps - Used to keep fire dept. inlet connections free of debris and protect female threads. Plugs with Chains N. . 6404 1 2'/2' Brass Optional Finish: B Polished C Rough Chrome Plated D Polished Chrome Plated Break Caps 6406 21/2" Aluminum 6407 21/2" Plastic Threads: Adjustable Plugs NST Other 6408 212" Aluminum 6409 2'/2" Plastic Contact factory for current listings and approvals Date: qty: A Lp a B 6314 B 10A 6315 A 0 6324/6326 B A 6326/6327 1 A B 6336 AMERICAN Flow Control Submittal Information 4" - 12" SERIES 2500-1 RESILIENT WEDGE GATE VALVE, NRS SHOWN WITH 2" OPERATING NUT B (- MECHANICAL JOINT (MJ) UL Lisle FM Apprm AWWA C PVC NOT AVAILABLE FOR UL/FM) TYTON ® (TY) OPTIONAL END CONNECTIONS Page 1 of 2 SHOWN WITH OPTIONAL HANDHWEEL 3K20041101.1 DIMENSION 4" VALYftn 6" 8"-/10" 12" End to End - MJ/MJ 10.00 10.50 11.50 12.50 13.50 End to End - FUFL 9,00 10,50 11.50 13.00 14,00 End to End - TY(FY 13.00 15,88 17.50 18.75 19.75 End to End - FL/MJ 9,50 10,50 12,38 13.62 14,38 End to End - FL(FY 11.00 13,19 14.50 15.88 16.88 End to End - PVC/ PVC 13.00 15.88 17.50 A 13.91 17,12 20.47 24.06 27.59 B 2,50 2.50 2,50 2.50 2.50 C 4,00 5.22 5,50 D 4,00 5.22 5,50 5,62 5.62 E 9,00 11,19 13.50 15.88 18.00 DIA 1,00 1.00 1.00 1.31 1.31 Handwh'eel Diameter 10,00 12.00 14.00 15.50 15.50 No, of Turns to Open 1 14 20 26 32 38 1 FLOW CONTROL THE RIGHT WAY AMERICAN Flow Control Mlerous Company P.O. Box 2727 125 Hardman Avenue South Birmingham, Al. 35202-2727 South St. Paul, Mn. 55075-1191 Phone: 1-800-32B-6051 Phone: 1-888-266-3686 Fax: 1.600-610-3569 Fax: 1-800-601-2809 E-mail: afcsales@american-usa.com E-mail: afcsales@amedean-usa.com GV11055 WWW AHFRICAN-USA,COM Issued: 1/9/2012 MEDALLION HYDRANT GENERAL DIMENSION LAYOUT AilCLOW VALVE COMPANY F-2545 I I I i I 32 3/4 I j 19 3/8 I I I 2 1/2 I Ground Line I I i I i I I I HYDRANT VALVE SIZE D 41/2- 6.16±.14 51/4- 7.04±.14 Trench Depth END TYPE A Flange 8'/e" SMJ 9" Tyton 95/8" 4---------- — BET OTY. DESCRIPTION MATERIAL M-1 1 OPERATING NUT 0 -RING NBR M-2 2 OPERATING NUT THRUST BEARINGS DELRIN M-3 1 OPERATING NUT BRONZE M-4 1 UPPER STEM JAM NUT (OPTION) STAINLESS STEEL M-5 1 UPPER STEM SLEEVE BRONZE M-6 1 UPPER STEM SLEEVE O-RING NBR M-7 1 j UPPER STEM CRS M-8 1 UPPER STEM PIN STAINLESS STEEL M-9 2 SAFETY COUPLING COTTER PINS STAINLESS STEEL M-10 1 SAFETY STEM COUPLING STEEL TUBING M-11 2 SAFETY COUPLING PINS STAINLESS STEEL M-12 1 LOWERSTEM CRS M-13 1 LOWER STEM PIN STAINLESS STEEL M-15 4 DRAIN VALVE FACING SCREW STAINLESS STEEL M-16 2 DRAIN VALVE FACING URETHANE RUBBER M-17 1 UPPER VALVE PLATE BRONZE M-18 1 SEAT RING UPPER O-RING NBR M-19 1 SEAT RING BRONZE M-20 1 SEAT RING LOWER O-RING NBR M-21 1 MAIN VALVE SEAT URETHANE RUBBER M-22 1 LOWER VALVE PLATE LOCKWASHER STAINLESS STEEL M-23 M-24 1 LOWER VALVE PLATE CASTIRON M-25 1 WEATHER CAP HOLD DOWN SCREW ZINC PLATED STEEL M-26 1 WEATHER CAP CASTIRON M-27 1 THRUST NUT BRONZE M-28 1 THRUST NUT O-RING NBR M-29 4 BONNETS, BOLTS & NUTS ZINC PLATED STEEL M-30 1 BONNET CASTIRON M-31 2 STEM O -RINGS NBR M-32 1 BONNETO-RING NBR M-33 1 NOZZLE SECTION CASTIRON M-34 1 PUMPER NOZZLE LOCK STAINLESS STEEL M-35 1 PUMPER NOZZLE O-RING NBR M-36 1 PUMPER NOZZLE BRONZE M-37 1 PUMPER NOZZLE GASKET RUBBER M-38 1 PUMPER NOZZLE CAP CASTIRON M-39 2 HOSE NOZZLE LOCK STAINLESS STEEL M-40 2 HOZE NOZZLE O-RING NBR M-41 2 HOSE NOZZLE BRONZE M-42 2 HOSE NOZZLE GASKET RUBBER M-43 2 HOZE NOZZLE CAP CASTIRON M-44 1 CHAIN ZINC PLATED STEEL M-46 8 SAFETY FLANGE BOLTS & NUTS ZINC PLATED STEEL M-47 2 SAFETY FLANGE O -RINGS NBR M-48 1 BARREL UPPER FLANGE DUCTILE IRON M-49 2 SAFETY FLANGE CASTIRON M-50 1 BARREL DUCTILE IRON PIPE M-51 B SHOE BOLTS & NUTS ZINC PLATED STEEL M-52 1 BARREL LOWER FLANGE DUCTILE IRON M-53 1 DRAIN RING O-RING NBR M-54 1 DRAIN RING BRONZE M-55 M-57 1 SHOE DUCTILE IRON M-58 1 THRUST NUT SETSCREW STAINLESS STEEL N -S e y_N-1l M-21 y M.47 `- N-22 06-- N-24 - 49 v 06.74 11-» A-35 x-40 h-77 x -4t t x• it 11-4 3 M64 STANDARD 2' OPERATING NUT 1 2 3 6 7 40 15 8 13 14 69 10 OPTIONAL HANOWNEEL 65 12 49 65 5 19 15 PL52506-1 1 29 17 Construction shown is typical of the 6 -inch size with mechanical joint end con- nections and is illustrative only. Construction of other sizes and end connection types vary slightly. See elsewhere on this submittal for specific details, REF NO. DESCRIPTION MATERIAL 1 Hex Head Bolt, 5/8-11 x 1" 304 Stainless Steel 2 Operating Nut, Ductile Iron, ASTM A536 Fax. 1.800501-2eog 2" Square E mall: afcsales@amedcan-usa.com 3 0 -Ring Rubber 5 Stuffing Box Gasket Rubber 0 -ring 6 Hex Head Bolt, 518-11 x 304 Stainless Steel 1-314" 7 Stuffing Box Ductile Iron, ASTM A536 8 Bonnet Ductile Iron, ASTM A536 10 Bonnet Gasket Rubber 11 Body Ductile Iron, ASTM A536 12 Stem Manganese Bronze, ASTM 6763, UNS C86700 13 Wedge Nut Manganese Bronze, ASTM 8763, UNS C86700 14 Resilient Wedge EPDM Rubber Encapsulated Ductile Iron ASTM A536 15 Hex Nut, 518-11 304 Stainless Steel 17 Handwheel Ductile Iron, ASTM A536 19 Hex Head Bolt, 518-11 x 304 Stainless Steel 2-114" 29 Flat Washer, 5I8 304 Stainless Steel 40 UL/FM Label Pressure Sensitive Acrylic Film 49 0 -Ring Rubber 65 Thrust Washer 304 Stainless Steel 69 Wedge Cover Acetal Polymer OPTIONAL MATERIALS ARE AS FOLLOWS BOLTS and NUTS: 316 Stainless Steel STEM: Cast NDZ-S Bronze, ASTM 8763, UNS C99500 STEM: Stainless Steel WEDGE NUT: Silicon Bronze, ASTM B584, UNS C87600 Open Direction; g6eft (C.=.) E] Right (C.W.) NOTES: 1. Available in configurations that are UL Listed and FM Approved with 250 psig rated working pressure. 2. Meets requirements of ANSUAWWA C515 with 250 psig rated working pressure. 3, Fusion -bonded epoxy -coated in accordance with ANSIIAWWA C550. 4, Certified to ANSIMSF Standard 61. 9F4 FLOW CONTROL THE RIGHT WAY AMERICAN Flow Control Waterous Company P.O. Box 2727 125 Hardman Avenue South Bltmingham, Al. 35202-2727 South St, Paul, Mn. 55075-1191 Phone:! -800326-8051 Phone: 1-888-266-3686 1.:1-800-610-3569 Fax. 1.800501-2eog E-mail: afeseles@american-usacom E mall: afcsales@amedcan-usa.com WWW.AM ER ICAN •USA,COM Page 2 of 2 GV11055 Issued: 1/9/2012 CITY OF S,k 4FORD, PERMIT APPLICATION r BUILDING DIVISION aAlicationNo• Jr r. . Documented Construction Value: $• Job Address: j '' ILQ,T Historic District:''Yes No Parcel ID:. Residential DC ommercial Type of Work: New BrAdditionEl Alteration Repair Demo Change of Use Move Description of Work: o ySA-y "1-i -F 4 STS r y S l S1-arg!C F t-1 I%1+ y Plan Review Contact Person: Phone: Fax: Title: Email: Information Name Phone: Street: Resident of property?: City, State Zip:. t Contractor Information Name Ltd r r Z Phone: qO ] /ifs (o -l. Street: Ss (v C/ 7D 2, Fax: City, State Zip: t,/e b 5+ c t F c 3 3 5_17 7 State License No.: -2 18 9 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO;OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE TOR 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 YOUR1ENDER 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. i y FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6. i Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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 Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name N Signature of Notary -State of Florida Date Signature of N ,pf Florid DEBBIE Q_,_- 4 t_ M'y MMISSION # FNS y. qz EXPIRES: February 25, 2019 F • ''' Bonded 7hru Notary Public Underwdters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally -Known to Me or Produced'ID Type of ID Produced ID Type of ID 1— L_ 9 s / 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: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:. COMMENTS: 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: d$- 2,S0 S Documented Construction Value: $ S Ck ,-1 (PO CLO Job Address: L+ S t t1 -e- \a r 4- rR 0 a c.Q Historic District: Yes . No E4 Parcel ID: 32-1 g7 30 "50 j ` 0 000 - O0 ( o Residential Commercial 19 Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: New pt v•Kb. ng Iy o r k -% r SQ.(f S-6ra ja 4L r- 1 , tnct.,a d r.A1."Ly {vrA4l-.k 4A40Jp S(10 (,L 1 S'3L-- Plan Review Contact Person: O r t G CGS 0'P Title: Qr c S c :d -ti Phone: t L_,1 -9 t{l - g5OO Fax: L(-7 -43(41 - 5,133 Email: MS O, M'I A S4 -,%+e lV ul,n. het Property Owner Information Name t nQ i- SS Xsso u w` s LLC Phone: Street: O l6u s- A-0 ss Call+f r Det U e Resident of property? : N 0 City, State Zip: "Y -e- #_,.aRy l VA_ 327 XL. Contractor Information Name 1 A,"( 5+-04-c Phone: 40'1 -St!(- YS -00 Street: tt2S 5. .A+1 -A4-a A IeAue Fax: cfo7- Stet -T733 City, State Zip:. o ce- 3 Z o 4, State License No.: CFC 1 V Z 6 6 9 q 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 FIRSTINSPECTION. 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. 1 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: S'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application j y 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 of Contractor/Agent Date 0 r C -:- Print Contractor/Agent's Name C Signature of Notary -State of Florida Date R EERPerSonallyK]nowntoMeor State of Floridardero . n GG 170667 2022 Contractor/AgentPersonally Known to Me or Produced ID Type of ID ` BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Gas E] Roof Flood -Zone: of. Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: . ENGINEERING: COMMENTS: i Revised: June 30, 2015 17 BUILDING:' Permit Application e s kit CSG r vl_ j i I J N, CITY OFmax®SANFOv' BUILDING ola PERMIT APPLICATION Y Application No: 1-155 Documented Construction Value: $ $15 3, 15 7. 0 0 Job Address: 1451 Rinehart Road Historic District: Yes [I Nox Parcel ID: 32-19-30-501-0000-0010 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work••Installation of overhead fire sprinkler system (s) in new, 3 -story self -storage building., Start of work at 1'-0" A.F.F Plan Review Contact Person: Sheena Willis Permit Coordinator Phone:407-274-5443 Fax. 407-816-9101 Email.swillis@aitlifesafety.com t.. Property Owner Information Name RINEHART PARTNERS LLC Street: 1190 BUSINESS CENTER DR STE 2000 LAKE MARY, FL 32746-7680 City, State Zip: Phone: Resident of property?: no Contractor Information Name Advantage Integration Technology Phone: 407-816-9101 Street:4617 Parkbreeze Court Fax: 407-816-9101 City,StateZip: Orlando, Florida 32808 State License No.:2011280.002010 Name: Street: Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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. ' w f s J 9 i a.. 1 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Building Code 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. 9/5/2018 Signature of Owner/Agent Date Signa of Contractor/Agent Date LL v Randy Scott Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date gnature of Notary -State of Florida Dater PJ Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me o Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE• 0 BUILDI A iUiVim, a _`011PA-02"' J - SINGLE SOURCE S_0L'UPT-1 0 N FIRE ALARM -SPRINKLER -SECURITY Date: June 28, 2018 SUBMITTED TO,: Flagship Investment Group PROJECT: Rinehart Road Self -Storage, Building "A" ATTENTION: George Murray INSTALLED BY AIT LIFE SAFETY. GENERAL: This proposal is based upon the area of construction as shown on the following plans: Structure A First Floor Partition Plan" (Sheets S-1 & S-1-1, dated 2-23-18) Structure A, Second,Floor Partition, Plan" (Sheets S-1-4 & $4-5, dated 2723- 118) AStructure Third Floot,,Partitibb'Plan", (She,etsS-1-8 &S-1.9, dated 2.23-18) Our shop drawings are designed to meet the requirements of NFPA 13, 2013 edition, the local AHJ,, and actual building construction for the details, desidndrit6ria and scope of work,§tAted herein. This proposal is additionally based upon: 1) Thd'area of work beingng constructed in accordance with the plans & specifications as fumishedby The Rabco qorpor6iion. 2) No Water supply information has been,pFpvided on the bid documents. Should the Water supply be deficient in quality or quantity {pressure or &M), the, Buyer will be resp'ons'ible for any additional Work necessitated by the deficient conditions. 3) Full sett of AutoCAD - files by the architect (not PDF or TIF files) being available for our use in preparing shop drawings for submittal ' scop Woil work , is as f6110'WS: J "Y' AIT Life Safety will install a single wet pipe fire'sprinkler system to provide adequate fire sprinkler floor coverage for each of the (S)'respective floors in the self -storage building. (Three total wet pipe systems, one for each floor). AIT will install a wet riser consisting of a butterfly-type system control valve with tamper switch (tamper switch wiring by others), gauge assembly, drlihvalve, and a waterflow switch (wiring by others) for each respective system. 4-s fallo vs :a Light Hazard Areas (Corridors, Bathrooms, and other similar areas): Provide adequate fire sprinkler floor coverage. in accordance with NFPA 13;2013 Edition, for any Light, Haz6rdl Occupancy. Ordinary Hazard Group Two Areas (Storage Units, Etc—): Provide a minimum of .20.,GPM per square foot over remote 1506 square feet including reduced area options utilizing quick respohse sprinkler heads as allowed in NFPA 13, 2013 edition. Areas w/ dropped ceilings: Pendent, quick response sprinklers w/ white, -or- chrome, semi -recessed escutcheons. I Areas without dropped ceilings open to the building deck above: Brass, upright, quick response sprinkler heads. The make'and model of the sprinklers will be at the discretion of AIT Life Safety.) Not provided; AIT's start of work to begin at 1'-0" A.F.Fi. aitlifesafety.com P (407) 816-9101 F (407) 816-9104 x.517 C.1,,ri.., fDr!ardr, 32808 1/ =I.. S'prinkier L;c. 4 2011-28000-120-10 Jto lei, } •` 0 tj SINGLE SOURCE SOLUTION%D% FIRE ALARM-SPRINK".LER-SECURITY /L ualnca'tio s and'Excusfo,r?s This proposal has been based upon including fire sprinkler protection in everyindividual self -storage. unit. However, wherever sprinkler heads will be less than 6'-0" apart a "barrier will need to be installed in order to prevent a sprinkler head from "cold soldering" an adjacent head. This can be as simple as a solid piece of metal affixed to the deck that extends' at least 12" down and located in between the heads in question. HOWEVER, AIT will not be able to provide these barriers and as such, these are excluded from this proposal. No additional fire sprinkler coverage above and beyond what is required by code is included in this proposal. This proposal includes -sprinkler protection for Building A" only; no sprinkler protection for any remaining buildings is included in this proposal as said buildings are not slated to receive sprinkler protection. In the event that additional sprinkler protection is necessitated due to conflicts with any HVAC grills, lights, ceiling fans, etc... any additional labbt,and materials will be at the cost of the owner. AIT Life Safety reserves the right to utilize extended coverage type sprinklers wherever feasible in accordance with NFPA 13, 2013 Edition, the local AHJ, and the manufacturers listing. All sprinklers located in ceilings with acoustical ceiling tiles will be centered in these tiles by use of a flexible hose connection fitting listed for fin; protection use. The make & model will be as selected by AiT Life Safety. No dry -pipe type of fire sprinkler system is included as part of this proposal; the sprinkler system for each floor has, been priced as -a wef=pipe type sprinkler system. In addition, no freeze protection is included in this.proposal. In the event thatthe'local.Fire. Marshal dictates at his own discretion that the design criteria be increased to a higher, and more stringent occupancy. any addi'tional labor and/or materials will be at the cost of the owner: In addition, this proposal is based upon the type of storage as being "Incidental Storage" not exceeding. l2 -f)" in height. In the event that the storage;exceeds 12'-0"`in height any additional labor and/or materials will be at'the cost of the owner In accordance with the Florida Building Code, standpipes are not included as the highest elevated floor does not exceed (30=0') above the lowest level of fire department access; in the event that the local AHJ requires standpipes any additional labor and/or materials will be at the cost of the owner. In the eventthatany unforeseen variables and/or obstructions are discovered during the installation of the overhead fire ;sprinkler system(s).that result in additional costs byAiT Life Safety any additional labor and/or -materials will be at the cost of the owner. Unforeseen variables include, but are not limited to; Acts of God, flooding, delays caused by weather (hurricanes, etc...), additional requirements as determined by the authority having jurisdiction, etc::.. et all... PIPE:AND.F.ITTINGSr,All grooved end overhead piping (for sizes 1-114" thru 6").to be black steel schedule 10 piping With standard grooved couplings and fittings. All threaded end overhead piping (for sizes 1" thru 2") to be black steel schedule 40 piping with ductile iron or cast iron threaded fittings as -selected by AIT Life Safety. HANGERS: Necessary hangers in place to support sprinkler piping in accordance with NFPA #13, 2013 edition. AIT shall not be required to furnish or install any material or device to improve the structural strength of the building to enable if to bear the load of the fire protection system. UNDERGROUND PtFiE'&.FITTINGS,:FIREDEPT..CONNECT'iON. FIRE HYDRANTS'&.BACKFLOW.DEVICE3:: Not pro4ided start of work to"tieglri of 1'=O''A;F:F: fLQSHING'ANMTESTING Provide necessary testing as required by local codes. EREIGNT AN[)`HANDLINGi:This proposal includes delivery of materials to and from the job site. WORffING.CONDlTIONS'This proposal is based upon work being made from concrete floors during normally scheduled working days &-hours. aitlifesafety,com P (407) 816-9101 F (407) 816-9104 41;3.1..' f3rlandc', 4 r ra 32308 i 'FL. » i,^'<.12,' i^. !# 2011-28000-120-10 I I -ItNERO-, 7- irl- 170MYT.", MR -11 SINGLE SOURCE SOLUTION pT FIRE ALARM -SPRINKLER -SECURITY J REDUIREMENTS OF `.REGULATORY,AGENCIES':; All work shall be approved by the local AHJ prior to work commencing, subject to the limitation's contamed herein. PERMITS & TAXES: This proposal includes the fire sprinkler permit, applicable use, occupational and sales tax. DRAWINGS:. Architectural and structural drawings shall be used for building construction, dimensions and for specific locations. --AIT shall follow conceptual drawings in layout of work &check drawings of other trades to verify work. SUBMITTALS: Shop Drawings and Product Data: Working plans shall be prepared to include data required by the local fire marshal. The drawings are required to be signed and sealed as the number of sprinklers exceeds (50). Test Reports and Certificates: Upon completion of final inspections and tests as required by the various authorities, submit copies of Contractor's Material & Test Certificate, Parts A & B, to the local fire department & owner's representative. REFERENCE STANDARDS'NFPA 13, 2013 Edition WARRANTY: Material and Equipment Warranty: Furnish all manufacturer's warranties and instructions, as -built drawings, certificate of final inspection and twelve (12) month warranty against defective equipment, materials or workmanship. Warranty to start on date equipment is placed in service. Impact fees by City Water Department; including the adequacy of water supply to deliver -required pressure and GPM. Painting or preparation for painting, pipe identification or labeling, pipe insulation. Patching or redecorating, removal and/or replacement of ceiling tile or replacement of grid. Alarm supervision, central station alarm service, annunciator system, FACP connection, & any other fire alarm work. LABOR: All work will be done by skilled sprinkler fitters without -union affiliation during normal working hours and days. Seller proposes to furnish material & labor in accordance w/ the above specifications for the lump sum price of: We thank you for the opportunity to quote this work and trust that our proposal will meet with your approval and we will receive an order for this work. Company Representative:i' Date: --.- Sean Lockyer Authorized Office Signature,;_ Date: Vince 'Horton ACCEPTANCE -OF -PROPOSAL The above prices, specifications and conditions are hereby accepted You are authorized to do the work as specified. Payment will be made as outlined above. The terms and conditions contained on the reverse side of this agreement are incorporated herein and by reference made a part hereof. Accepted-*.-. t J I vvv Signature: Date; Signature:; aitlifesafety.com P (407) 816-9101 F (407) 816-9104 151? ?.,,kbre z r::.', t rf r• is i ,r . a %BC:d =L. n i^,'.<:!e !_,.. rt 2011-28000-120-10 CITY OF SANFORD BUILDING AND FIRE PREVENTION'DIVISION- FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: `407.688.5051 I tiags' MUM o• Florida Product Approval Rinehart Rd. Self Storage 1451 Rinehart Road, Sanford, FL. 32771 PEIWIT Store Front Windows Manufacturer — Oldcastle Model #/ Series — FG —3000- SGP FPAG,- FL17688.2 JUL 16 201$ uy Store. Front Doorx=- —_ Manufacturer— Oldcastle Model#/ Series — MS- 3.75 Medium Style Aluminum FPAC — FL17692.1 Roll Up Doors OFFICL, Manufacturer-- DBCI Model #/ Series — 690 FPAC FL6964.5 Stairwell Doors Manufacturer - Mesker Model #/ Series' N" Series FPAC — FL11218.4 JUL 16 2018 1 Fhip Fiagship i : FYagshipconrPEsInoue • .. • THE $HAR}CS C~Ca LCH K LAND GROUP 1190 BUSINESS CENTER DRIVE SUITE 2000 LAKE MARY, FL 32746 OFFICE (407) 246-1144 FAX (407) 246-1155 Auto Sliding Doors Manufacturer — dormakaba USA Model #/ Series — ESA 300 FPAC — FL21866-R2 Roof Panels Manufacturer — MBCI, L.P. Model #/ Series — Double Lok FPAC — FL11819.2 Siding Manufacturer — MBCI, L.P. Model #/ Series — FW - 120 FRAC — FL11917.4 Structural Wall Manufacturer — MBCI, L.P. Model #/ Series — Eco-Ficient Panel FPAC — FL16378.4 Fiagsship • • AAX , Frag"ship ` THE Le__sHawcs Frag"shipCONPANiE5GPOUPCN""CO"`CNK10E" LAND GROUP 1190 BUSINESS CENTER DRIVE • SUITE 2000 LAKE MARY, FL 32746 •OFFICE (407) 246-1144 • FAx (407) 246-1155 SERIES FC -3000 STOREFRONT HIGH DESIGN PRESSURE W/ NON IMPACT ISOLATED MONOLITHIC TEMPERED CUSS. SHOWN ON THIS PRODUCT EVMI IATION DOCUMENT (P.10.) NAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 6th EOTTWN) OF THE FLORIDA BUILDING CODE. THIS PRODUCT MAY INSTALLED WITHIN HIGH R NON NIGH VEL DSII ZONESWITH LMRATIONS AS PER NOTE 3 BELOW: DESIGN WIND LOADS SNA -1 3E DETERMINED AS PER SECTIONS 1620 (FOR HIGH VELOCITY HURRXI ZONES) 1608 (FOR NON HIGH VELOCITY HURRICANE ZONES) OF ME AB011E' MENTIONED CODE. FOR A. BASIC WINO SPEED AS REAMED BY THE JURISOICTIOH. WERE THIS PRODUCT WILL BE INSTALLED FOR A !>IREG1bNAUi'! FACTOR KI--D.85.'USING ASCE 7 -IO FOR: INSTALLATIONS f)EB 2017' FOCANOSHALL -NOT E(CEED'THE MA UkVJM (ASD.) DESIGN PRESSURE RATINGS NOGTED ON NOTE 2. INORDER. TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND COWS DETERMINED PER ASCE::7-10 SAW. 8E FIRST REDUCED TO AS.D DESIGN WINO LOADS BY MULTIPLYING THEIN BY...06 IN ORDER TO TO COMPARE THESE W/ MAX- (ASD) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 N ORDER TO VERDr THAT ANCHORS ON THIS P.ED, AS Sim 'RE NOT OVIIt$IRESSEp A 73S INCREASE IN ALLOWABLE STRESS FOR WIND MOMS 'WAS to USED IN THEIR ANALYSIS. FASTENERS SPACING TO. WOOD HAS BEEN DETERMINED IN ACCORDANCE WTIH-N.D.S. 2DiS OR AVAILABLE TEST DATA FROM MANUFACTURER: THIS PRODUCTS ADEQUACY FOR WINO RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1623 EXCEPT 1625.11 Q IM9.5.2 OF THE ABOVE MENTIONED COCE AS PER PROTOCOL TAS -202 AND ASM E330. PER, ARCWFECTURAI.TESTMO,. INC. LABORATORY' REPORT. / "AISA1-80T-A4 AND. AS PR'. STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTDNS: 1604 d 1616 OF THE FLORIDA WAXING CODE. 3. THISIP IF T.HUAN. MEM IT wul -IH -CT M? OF THE SIGN VFT OCTH H RRIDAAND R AMENINtortTHFHAOFANYRN TFPRIS RFGlONS Ac. OF.^..Pt ON RECOPY i6D97 OFiHF FLORIDA- BUILDING, ODE. "' A. THIS PRODUCT 5 APPRCIEO FOR 11 DJ_eAl AIR/WATER INSITHATION, 5. TEMPERED.CLASS TO COMPLY, WITH SECTIONS 24I I-Ij0.F THE PLOR;CA 3ULLDING: CAGE. PROD= SHALL COMPLY. WITH SECTION 2406 OF THE FLDRDA.BLALDM CODE. 6, PROVIDE 3/8- MAX. LOW BEARING BMW SPACE OYP.), WHEN ALLOWED BY THIS ORAWTNG.. 7 WOOD BUCIAS BY OTHERS, MUST BE. ANCHORED PROPERLY TO TRANSFER: LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN -PINE' WRH`C 6;-G'55; d. REMAAMNC' COMPONENTS FOR THIS PRODUCT SHALL BE AS INDICATED ON BILL OF MATERIALS. SHEET 3 OF THIS ORAW9NC. 9. AL.ALUMINUM EXTKU40NS M CONTACT WITH MSSUALAR MATERIALS SHALL COMPLY wIM SECTION W-6 OF MTHE2015ALUNUIN DESIGN MANUAL 10. SHOP DRAWINGS PREPARED BASED ON. THIS APPROVAL AND TANINO INTO ACCOUNT THE SPE[FK :TOB. CONOORWS; BULL BE-SUBM(rtEO TO W, BUILDING OFFICIAL AS PART OF THE PERMIT OOCUMENrS. TI STRUCTURAL SUBSTRATES NOTED ON THIS CRAYANG AS-EXISRNG STEM BY OTHERS. POURED CONCRETE. NOLLOM- SLOCN NLD -ACCO MUSTWITHSTANDTHE. LOADS IMPOSED BY THIS PRODUCT. 12. (I) THIS PEA. PREPARED. BY THIS ENGINEER SS GENERIC AND, DOES NOT PROVIDE INFORUATICN FOR A.. SITE SPECIFIC PROJECT. I.4 ,WERE THE,STTE-CONDITIONS DEVIATE'FROM. THE P.E.O. b) CONTRACTOR TO BE RESPONSRLE FOR THE SELE:TON. PUROUSE ANO INSTALLATION. MCUIONG LIFE SAFETY OF THIS PRODUCT. BUSED ON THIS P.E.D. PROVIDED- HE/SHE DOES NOT DEVME FRC14 THE'. CONDITIONS 7. ON THIS. DOCUMENT. CONSTRUCTION SAFETY AT SITE M THE CONTRACTOR'S RESPCNSIBILRY. e) THIS P -ED WILL BE CDNSWERED LNVAUDF ALTERED BY'. MAY MEANS.. 0) SITE SPEOFIC PROJECTS SHALL BE PREPARED BY A FLOIDA REGISTERED CY 04UR OR; ARCMTECT :WHICH WILL BEGONE THE, ENGINEER OF RECORD (E:O.R.) FOR TIE. PROJECT AND —WILL BE RESPONSIBLE FOR LSTHEPROPER E: OF THE P.E.O. ENGINER.OF RECORD, ACTING AS A DELEGNTED ENONER JO THE P E,D. ENONEM SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC, ORAWNGS,FOR RE`AEW. 4) ORIGINAL P.E.O. SHALL WAR THE DATE AND ORIGINAL SEAL AND SCNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. mu(v( MUM A.Z)A). yr—zmj0) k'KtJ3V'Kt s f e NIC TEMPERED GLASS' N I. PRODUCT MANUFACTURERS LABEL S:UL BE LOCATED ON A READIL" VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.5 OF THE FLORICA BUILDING CODE. rIT o Ia ONE LABEL SHALL BE PLACED FOR aJERY OPENING- sO 2 OSHEET1: GENERAL NOTES, INDEX AND C6iRUCi10115.0 SHEET 2: CAliONEAli3FTW1 SEWES'.fC-7000 STOREFRONT m O SHEET 3: SLL OF WATENILS, TYPICAL GLAZING DETAIL d AMIDYUM A.S.D. DESIGN PRESSURE RARKC SONECFOR A GIVEN GLASS. PANG DIMENSIONS. tUL SHEET 4. ELEVATION -'.FOR SERIES M-7600 STOREFPOHF, o z Q 1 SHEET 5: MAXIMUM. ASID. DESIGN PRESSURE RATING TOR MULLIONS ti W SHEET 6: SILL OR HEM CONNECTIONS DETAILS (PLAN VIM); SHEET 6: UAXMUM: DESIGN PRESSURE RATING" SU[DLR.E FOR MULLIONS W/ HEAD/SIL CONNECTIONS: t ZR SHEET 7: MAXIMUM AS.D. DESIGN PRESSURE RATING FOR HORIZONTAL. O SHEET B: IiEAO, HOiZONTAL 8 SILL CCNNECT10N DETAILS (SIDE VIEW). V a Z g1T 0 SHEET R: SECTIONS AT IAMBS AND AT MALIGNS. O5 66 yygSHEET10: MIMUM IS -A_ DESIGN PRESSUREPATMC S AN FASTENERS SPACING y u SCHEDULE FOR 7+w8 CONNECTION AND CORNER oETall. Do H W $R 0 g s 14 O C2 i T SIFP 1: DETERMINE A.S.O. DESIGN WINO LOAD REQUIREMENTS BASED ON WINO tSLGCRY, BOLDING HOGHT, WND ZONE. USING APPLICABLE ASCE 7 STANDARDS. ATM -.2: GO TO SCHEDILE ON. SHEET 3 TO DETERMINE MAXIMUM Ai.0..DESIGN PRESSURE RATING (Pd) CAPACITY OF DESIRED CUSS SIZE- BASED ON MASS PANEL OMEJtSIONS: Nva: DETERMINE MAXIMUM MULUOW SPAY I'(FT) RIR A GIVEN MULLION EFFECTIVE 41 SPACING W, ON SCHEDULE ON SHEET S. *16 SELECT ANCHOR OPTION W/ ASA. DESMAI PRESSURE RATING EQUAL OR GTER TWW ASO DESf1N Nita w LOAD SPECIFIED IN STEP I USING SCHULE ON SHEET SA. ED y Z : . Sm.. DETERMINE' MAINMUM ANCHOR SPACING AT JAIA8 FOt A OVEN. MAXIMUM AS.D. Q Af DESIGNPIRRATING AND' IAIMUM MULLION SPACING. ON BEET TO_ STOP A.. US; SCHEDULE ON SHEET 7. TO VISI MAXIMtiM AS.D. DESIGN PRESSURE RATING. OF HCMZONTALS (F USED)' FOR A' aCN HORIZONTAL EFFECTIVE L. j i pM. • Z DA -O.'. SIDI TIE LOWEST'/NUE OF AS& OESGN PRESSURE RATM LE51LT, FROM REPS 1 2. 3 AND SNW..,ARPLY 10 INE ERIIRE S15TOR. THIS DRAWING SMALL ONLY 3E USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA COMPONENTS FOR SERIES FG-3000 STOREFRONTa a N 560• 366- rzs• .me•: z _ r aW. J 3.466" ., R 495" A61' : 1 0 . 1. 810•' W • ".CSO• I 098" OaO' _ 525' - 4 W6• 1 { . Aa6 - t .aa6-. Or nOya'i'` i3Sp a i O:GLA2ING GASKET SETTING BLOCK O SILL FILLER p MULLION.& HEAD'. S MULLION - _ } FG-1133 FG-3146 FG-2182 O FG-3100 - O FG-' 3101 rn W r S w ' 1.552" aac ". O j a ...• 4;060'--- j rlo z.aw• ) , sa^' ,164- ,- t*m.F zew' _ ' a° :i 078• Ls ri0. IM.} 2.000' i a9,• -.9i1' r- 8t' ,imgWb3 m coag--.-;:a.a•-= r H., i 6OMU 8O'lLULLON.ADR JAB OHORIZONTAOGLASS STOPOIO !LLGQ3102 H, 2 FG-3210 FG 1 g!i 000•-- ._ E2. y oie' SLY W pat t:8a6•-t —_<.t88`-_-3:90i-- 2115" 152" 25C r... f1:150• K49~ O:C Lscz An tt FG- 3ER 164' iP .'SUSILL . FGB3380 13 STEEL REINFORCEMENT 14 STEEL. REINFORCEMENTORS-1 RS-10 t -, 2017HEAD &JAMB FILLER G-2122 FG-2004-FP-a M DIMENSION DwlettsTON. °mr* ' M I ERW/AT(ON OF.M"RWM o' ro' • DAY LIGHT' OPENING (DI -0.). 0-)._ AT EACH END OF GLASS. N49 ATM GLASS 18' ,cram 78" N 312' 360.0 :. N;•g•:••yT.: CONSISTING OF - z) 1/4' IWONOLrrHIc 24• f - 4' .to 234'. ±60.0 TEMPERED GLASS 70' f 186- 360.0. .. 1/2" ALR SPACE- _ 38• - 1- .360.0". 42' t 42' t. 137' ±60.0 48' from 48' to 114' ±60.0 from` 54' to 90' ±60.0 1. tram -54' to 96'. 359.9 V fro. 54" to 107' . 158.6.: -. 60' ' from 60 to. B4: _.._ 360.0.... S{OLO.)fmmJ.n NAXO M. DAY LIGHT OPENMG IDmoIRmW+n VeAwl4llo ial NSESSi M6u., Trans BILL OF MATERIALS a'-4.aD' o' -4m.. e) b* -4.00• 'b' -s:00•. e Q GEM No. PART: NUM 30 DESCRIPTION. - - dMEH5KN5. ANTE78AL. IWIUFAENIffR NOTE 1. FG -1133 GLAZING GASKET '. .. .525' x .495' : 'EPDM EPG. - 2. FG -3148 SETTING .BLOCK 1.057' x .669' ... EPDM EPG tv w 3. - FG -1000 -FP -3 SILL' FILLER. - 400' x 4.00 x 078" 6063 -TS ALUMINUM VARIES LOCATED CENTER WNN ANCNOR'S LOCATION -. o Z p 4. FG -3100 - MULUGH R J Ma 450' x 2.012 x .094'. HOBS T6 ALUMINUM OBE 0 35. FG-7101 MULLION - 450 x 2.00 x .250' 6063-T6 ALUMINUM WE 6. FG -3102 MULLION FILLER 4.00' x .71.1 x .076' - 6063-T6 ALUMINUM OBE 7:. FG -3103 I MUWON, 14EM,6 JAMB ;. 450 z.1J5 z .076'..6063-T6 ALUMINUM OBE- ji 8... FG -.3142 ' HORIZONTAL . 4.480* z 2.00 .080' 6063-76 ALUMINUM OBE 0 m 0 E - 9.' FG -7210 GLASS STOP t.552' 1.491 x VARIES 6063-T5 ALUMINUM OBE gg• 10: FG -3161 • SILL . .. 4 480 2.00 .080'. 6063-T6 ALUMINUM OBE - 11. FG -3164 WEER - 4.00" :622 z 070' .. 6063-T5 ALUMINUM OBE 12. FG -3380: SUB SILL 4.902'.x 2.125' z .D788. - 6063-T5 ALUMINUM OBE- 13. RS -I .. STEEL REINFORCEMENT 166' x 1'.249' x .152'' A-36 STEEL VARIES ZINC PLATED 2 14: RS -f0 STEEL RETNFORCEAENT _ 3.9G4'.x 1.250' x .188' A-36 STEEL VARIES. ZINC PLATED - 15. 796 PERIMETER SEALANT h VINYL JOINTS SILICONE DOW CORNING LOCATED AT -EACH INTERIOR, FRAME CORNER iV) x 18: FS -8.". SPLINE ASSEMBLY SCREW 114 x 1,XXSfS STEEL VAIB£5 r 17. FG -2122. HEAD & JAMB RLLER .. 4.00' x 4.00' x .078' x :4' LONG 6083-T5 ALUMINUM YARES LOCATED. CENTER WITH ANCHOR'S LOCATION,O i 5 18. FG -1000 -FP -1 WATER DIVEITTER SET.IN SEALANT: 1.187' x.750' x 1.3437- PVC OBE LOCATED AT EACH END OF a'& SEALEDW / n 19. SM -5601 JOINT'SEAI" TAPE ' 125' z ,50' LSOCRYL SCXNFE MOORHEAD LOCATED AT FAOL END OF H1BEZprTAL eET7m/ JOIN g . 20: FG-2000-FP4 END DAM. 823' z 2.125'- xx - .0062 6063 -TS ALUMINUM OBE FABRICATED LENGTH =' 4.25' Zo C 2/'. FS-22 SCREW FOR STEEL REINFORCEMENT 12 x t/Y. PHIWPS FLAT HEAD STEEL, LNC COATED VARIES START 9.6'e.c EAW ENDS BALANCE 22. CLOSED CELL BACKER ROD .500• :POLYETHYLENE .;. " MAXIMUM A.S.O. DESIGN PRESSURE RATING lasfl SCHEDULE FOR -A GIVEN GLASS PANEL DIIAENSIONS-'a' (in) x'b" (6q (sBE LEGENot: GLASS TYPE c TYPICAL GLAZING DETAIL'MAXIMUM MAXIMUM VARIE F^ 3 DIMENSION DwlettsTON. °mr* ' M I ERW/AT(ON OF.M"RWM o' ro' • DAY LIGHT' OPENING (DI -0.). 0-)._ AT EACH END OF GLASS. N49 ATM GLASS 18' ,cram 78" N 312' 360.0 :. N;•g•:••yT.: CONSISTING OF - z) 1/4' IWONOLrrHIc 24• f - 4' .to 234'. ±60.0 TEMPERED GLASS 70' f 186- 360.0. .. 1/2" ALR SPACE- _ 38• - 1- .360.0". 42' t 42' t. 137' ±60.0 48' from 48' to 114' ±60.0 from` 54' to 90' ±60.0 1. tram -54' to 96'. 359.9 V fro. 54" to 107' . 158.6.: -. 60' ' from 60 to. B4: _.._ 360.0.... S{OLO.)fmmJ.n NAXO M. DAY LIGHT OPENMG IDmoIRmW+n VeAwl4llo ial NSESSi M6u., Trans rix oL.a: zrIADE) a'-4.aD' o' -4m.. e) b* -4.00• 'b' -s:00•. GLASS SITE >..;ISillli (llllm $:ra . from 88 to'78" 360.0 ..' SIDE "o IS ALWAYS EQUAL OR SNORTER TNAII 'b". b' MAY RE awRTED IN ANY DIRECTION. " 72' tram. 72' W. 78' 360.0 ELEVATION FOR SERIES FG -3000 STOREFRONT HIGH DESIGN PRESSURE hCNRE FRgME 'MWTM rL rt . rt OOOR'k If00R JA18 MULLION Q, L—AA Q_ 1RmFR SEPMUTE iPRRpv,V_ i SIRUCNRE j. iAiENERS -. 1'.l y.'wx o u t o I, I I li I nararesvcrwhs _.`r rraeacxra , 4 vis` ® nwcFn ' f d/,r (I f r I w N f 1' r% E a a kyr, l a" E NMxaKrKY Geri Int : og- O i G "y 1 u ,3 oG o 4 P.U51 NEp$ fAsMIC" FOOT NOTES: AFOR MAXIMUM MULLION SPACING. ON CENTERS SEE SHEET 5.. FOR MULLIONS HEAD AND SILL FASTENERS. DUAN iY; TYPES .AND SPECS SEE SHEETS fi & 6A, Q FOR JAMB FASTENERS SPACING, TYPES AND SPECS SEE SHEET 10. USE OF HORIZONTAL (SEE SECTION 2/8rLIMITED BY SCHEDULE ON. SHEET 7. N F\. FOR MAXIMUM MULLION SPAN SEE SHEET 5.. _ OFOR GLAZING DETAILS AND GLASS SCHEDULE SEE SHEET 3. FOR MAXIMUM 0._.0. SEE SCHEDULE ON SHEE' 3. EOm® I A.S.D. DESIGN PRESSURE RATING FOR Mi N SPAN'L'(FTI SCHEDULE FOR A GIVEN A.S.D. DESIGN F J,fl AND A GIVEN MULLION EFFECTIVE SPACNG'b• rW A GESMNDEsaM tFsicRnE MAXIMUM MUWON SPAN 'L (FT) PRESSURE SPACMO CASE I UNREINFORCED STANDARD GSE 4 REINFORCED STANDARD EFFECTIVE SPACING: "b" = Si+ S2 SI, S2 = MULLION SPACING (D.C.) RATHIO CASE 1 CASE 2 CASE S CASE 4 GSE 5 CASE 5 w• (P -f) R-M) Yt M2 Y3 W YS Y6 CASE 8 2'-0' 11'-0• 12 -W 17-8' Ir -o' 12'-0' ir-W 3'-0•' 11'- 3• 9'-2 _ .- 11'-3' 10'-10' 12'-0' 3-V 2 6'-6' 10-5' B'-6• 10'-5'. IC -0•. 12'-0' 4'-0' 6'-0' 9' 9 8'-0• 9'-9• 91-41 12'-0• 40.0 4'-6' 7'-1' g-2' r-1' 9'-2• 8-10 12'-0' 5'-0• 6•-5' g'-§' W-5' 8'-9' 8'-4:* 11'-6' 5'-6' 5'-10' W-4' 5-17' 8'-1' 8'-0' 11'-0' W-0' 5•-4' 8'-0' 5'-4• 8'-0• 7'-4' 10•-(' 6'-6' I 4'-/7 7-2' 4'-10' 7'-2• W -r 10'-0' r-6• 10•-8' 12'-0' 0'- 1 1 -0. 1. Y-0' E'-8' 10'78" 8•-8 10'-6' 10 -2• 12'-W 3-6' 8'-0' 9 10'.8'-0' 9-f0' 9-5' 12'-0' 4-0• r-1' 9'-2-, 8'-10 9.-2' i0' 12-0• 45.0 4 -6'. 6'- . 8'-8 8'-4 W-8" 8 -4' 11'-5' 5'-0' 5•-8' 8•-2' 7•-10• W-3' r-9' 10'-1C• W-6•- 5•-2• r-9' 7-1' r-9' 7'-1' 10'-4' 6'-0' 4'-9• r -l' Y-10• 7•-1' 6'-6' W-11' 6'-8' 4'-3• W-15' 7'-1' 6•-5' 5-10'. W-11'. r-0" - 0• 1-0' 12-0' 1:1'-4' 1 71. -iff 1 3•-0' 8'-3' 10 -0' 9'-0' 10'-r 9'-8• 12'-0• y-6' r-4• 9•-4' 9'-0' 9'-4' W-11' 12'-0' 4•—o 6.-5. W 2' g.-5. g.—g' W-4' 11.-6. 50.0 4.-6 W-8' B• -r 7-0' 8'-6• 7-10' 10'-10' S'-0' 5'-r r -a' 7'-0' ' 7'-8• r-0• 10'-3- 0'-r5: 5'-6' 4'-8• Y-0' 8'-5' 7'-0' e'-5' g•-8' 6'-0' 4'-3' 6'-5' r—e' 6'-5' 5'-10' g-11' 6`-a• r -1o' 51-g• r --w 51-v s• -r e' -T r -o' 9•-7' 11'-1 1.1'-0' W-9- 14' -31 3'-0• r—g• 9•-7, g'-3' 9'-7' 9'-2• tr-0' 55.0 3'-6• 6'-6• 8'-11' W-7' W-11' W-6' 11'-9' 4'-0' 5'-10'W-4* W -O* 8'-4' W-0' 1.j' -U' 4•-6' 5'-r 7-9• r-1' 7'-9' 7'-1' 1IoY r-0 9-r 1x' -o' l0• -1o` 1r' -r 1o• -1o' 12, 3'-0- 7'-1' 9-2' W-10' 9'-2' 8-10• 12• 60A 3'-6' e'-1• 8-6• Ir -2' 6•-6' 6•-2• 11' 4'-0' 4• 0' r - a' -o- 7'-4' 17-e• SIUKUKUN.I LLLMI_IUN Wl MUWUN. MUWON= CASE DEFINITIONS L" = MAXIMUM MULLION SPAN SIDE VIEW CASE I UNREINFORCED STANDARD GSE 4 REINFORCED STANDARD EFFECTIVE SPACING: "b" = Si+ S2 SI, S2 = MULLION SPACING (D.C.) MULLION M-1 (s- DET 5/9) MULLICN M-4 (SEE IST 9A/9) . CASE REINFORCED SANDARD CASE 5 UNREINFORCED STANDARD MULIJON M-2 (SEE DET. W9) MULLION M-5 (SFJ: DEt. 7/9) MAXIMUM A,S.D. DESIGN PRESSURE RATING FOR MULLION WILL AUTOMATICALLY QUALIFY A.S.D. CASE 3 : UNRUNFORCED STANDARD CASE 8 REINFORCED STANDARD, DESIGN PRESSURE RATINGS FOR JAMES WITH ANCHORAGE FOR ANY GIVEN MULLION SPACING. - MULL:ON. M-3 (bSEE DEI. e/9) MULLION M-6 (SEE DEt. 7A/9) 2 SILL OR HEAD CONNECTIONS DETAILS - 5 auw VIEWS) - vl ti A• ( 1... NULUON- _j'_a•. --.a`— _a.— SNI SPAR o a N11 Er j a FJ(10EOR \ B -- HEAD OR SEL. t TCT& WASER OF FAS101CMS AT .MMB':UDCATAN j ^-XftO OR SLL .V MB — ` G.: FASTDERS - ; PER CONNECTION AT HEAD/SILL SHALL BE SOS \. •-. _ TTX& M.GM W FA$TEM:SS PER. OFTOTAL HUMBER OG IA NERS AT MUUJONS CONNECI%TN AT MllION COMEGLW'AT NFWJ9LL IfW,Y ,w/NElO/SIL CONNET.'itON P(R 9GrED{R.E QTETSOR EIn61e+0 1 H4TNSE0 AT' EAG+ SgE.OF MIACCN e - O ` . i8+ OTHERsi. O COMiECRON a JIAIS: - , Q gUzo8. 4 A FASTENERSTYBES;._ (SFACEDATC—) A-twoELCOFASTENMGSYSTEKLLC.ULTPACONAN040RVM twwM ENBE06Ba MO PpimED-CONCS,tETE TMN. f0 a 2.730 bS: B .two TiLCO FASTSNIN'BYSTEN LLr- tXTPACOMAk%CIOOA M i.tir UmNEPET,AATC" M70 2 r WD00 BVCI( (O'0361.12 MW. EDGE DISTANCE. SEYOND ANY FMII5FI FNTERUL , /' y^*• ... BMWO ELC0 FASTENING SYSTEM, U.C.0.TRACH ANCHOR W I N2' MIA. PENETRATION, MT02A WOOD St"(0-aW&IS8' MW. EOGEOISTANCE SEYONOANY FWISH m i 66i1 O = C -180OEX WASHER HEAD THREAD CUTTING SCREW TYPE'F. lJNC DW'1--'T-1MN.TK. AST . STEEL"' MRI. EOOE DISTANCE.. i! » urM ELCO CONSTRUCTK PRODUCTS DRILLFL STRUCTURAL SCREWS. TO MIN. VIS' TH(ASM 0.36 STEEL -S t' MM.. EDGE DISTANCE. MAXIMUM A.S,D. DESIGN PRESSURE RATING SCHEDULE FOR MULLIONS W! HEAD/SILL CONNECTIONS.X wTOTAI'IpIMBBR Of fA9RIfFRS AT ,MMB LOCAIIWI .... PER CONNE6T10R A( NUNWNW" BE 60X OF rout RIMEFR aF fA r Er1ERs Ar uuLuolw W/ f1FAN/SILL CONNECIIOR PER SCNEI%AE FLORIDA BUILDING CODE .(High &Non High Velocity Hurricane Zone) 3 . VGENSF_y`' 30.4118/ j i6"„ SERIE, OP T0WONT jjj . 1o1NIR103 RAa A.. AP sa OF IL ECOIM. IIVV..r 6 >S, OgiP IB3R 44000044 w 1600944 ow"ftKR Buk kgEnvell pe Si NAi. M. Via. 1 MA3p1 Y-TwO, %H 19 0 A91a964p8aun-IIwn 6040446111. B-Dt s N a , a S, B I.F. 5EM:/SIGNATURE/MfE l 1n b6 84.9 MAXIMUM 0681001 PRESSURE RATWO WOSO W`M FilECIWE POU4E0 CONCRETE 4tla31oR WACIW- W00DSUBSTRATE. 1. la•Mn TRK. - STEEL SUDSRtAIE, 1/8'wn T9t, SPAR sVBS7PAlE FA8TEER TIDE FASTENER TI9E--- IERtt FASTEFER IIPE 14410 B 1M's bll5' C' 111'Io S.- 305 s9= 118 : 49= 5],. 99.-160 L' IF".) W (Ft ,) r2 Irl 1 -5 1 rc6 r 2 IPI 1 0=6. 268 T2 1 -8'1 T2 IM A^0 110 2'- 0,•, St25 M:N. WIN M.N 29100 WOO, O .00.. W:Op 6U.N 00.00 80,00 3800 80.00 MAO" M.N Q..11 00' BOAR WIN 10181 31.33 59,00 W. 41DOO 80.00 W,p. 2633 0057 111 SON' 3"'=e' 2028 98.51'- 0000 80.00 1688 3311 W,s7 80.00 39.]1 DD.00 Moo 21.11. 4].13 WOO low 9'-0• 2563. 5125. 8000 80.00 14]5 2DW 4425• 50.00 41.5: D0.N 80.00 16,00 5.N Bi NO SOW B' -O' ORLE9B 4'-0' 5.-.'0':1DM11.18 ASMIIiAD BO,W8044 00008800 1],1111.80 38]22380 5,333b.40::17305161 42558.30 80.0080.00 80,00Dow 106D. 1620. 3318. WAD 506] 1590 80.08M.N 5'- 0' 16.5 3)2).; 51181 BO,N 10.73 2160 31.18; 03.81 3{82 WOO WM 1382 215 11!0 552] 601 t1I. 34.11 51.15 BD00 8.83. 19BT 28.50 38.33 31.92 Dow Woo 120)' 1833 MW 00.8) 2' 0:' 19821 UTMAO:: 1BOW 0000 2119: 7.765.63 B. N.de Awoo Wo0- 7A5WM 00SON. 11. 35:784 2SO W,W 4 . 0.00. 3Z,1B Do 00.00 W.W 10.51'-.3],02 56.63 M.N 80.00 DOW WAO 23-01 17,58 M.W BOYO 7 ••:e' 215824,13. 96.13.. IB2A DOA. 41060 WooM.N 15.81:;31.,7313.88 2110 41.0041A5: g5553 BI.M15.05 NWIN WAI2044'• W,N 115 6.67M38. SOW63.65 80.N8ON 21.44 42Btl: M,N M,W00,00 12.31 2/.5 31,01- A940 4DOI WN WN 1680 31.79 4764 WOO3868: 5768 1111-. 12.21 33.32 49.92 3806 moo BO,N. 16.31' 1891 42.82 5722 8'-0` 17.5418.08 36.OBJ2.t0- 52444091W.MM.do 10.10925 2D,191051 scZTs. 109937,01 12.113D84",'0000Id WNW:N 3— 11.92 2601z]8439.703.02 62,.21184 2. or f ,445. D. 0' 4 Al - Do 1. On.M' 2693" 1 24.84 900o- 00 84- - 60 do MN 1 3. - 1: W. 1pWIN u. WOO 3'•Y^: 8•.._81..1803M37 00.00M.N 60.00N,N M,WWW 11'4811,48 31.88RBA] 526144,45 44.0088.01 5,)418.&9 44.00- 00.00 WNMAO 21 5218.]0 9353680 4400. 6],N 80.NWIN B' -u' 41 1'!•-81 22182035 10,3800.3MAOBOW-- M.N0000 13.111196 10.22. 21,31 M,JI31,98 92.444082 12537181 00.00Dow WAOWOO, 1089. 15.01 33,183002 W tl] 45.01 DOWDOW d'•0' to T2 MA4 54 Bi: WAN 10.1. 20.80 31.d7 41,88 31,01 88.00 woo 13.61 27,02 10,53 61.01 S'•.6< IB s7 9J, 13 46.10 4.91 1907 2081 39,14 30,85' 00.00 M,N. 1220 OT 38,86 44.13 1 `•.-1' 15101B] 30.33413 4550I1. 00387 8741 IT. 1 .)3 29223. 34.98147 13.97 0014. 1. 7• MAO 11.181 ,i 34.92 33.761 45,84. 4 0' 3'-0' 3.182877 W,N" 515A WOO80.00' MAOM.OD 21,81. 1656 48,0033.42 BD34809': SOW8000 M.MM,75 0000W00 003WN 3y. 011.33' 000042.67 W,OpWOO DO.NBOOD 24,5 49,32. 60.3. Woo 11,20. 2819 41',58. 00,78 IO.N woo MAD 1628 98.3] SAM do.W 0• 2150t.tB 43.193838- 1.1 MOD57,51.: 41000Dow 12,121114 11.522.08Do 9)2033.12 I9.D8. 44.16 40,3z35.84 BO00 BOW : N,NWAO 19.314.21 93.002B.N_-42.61IBRD M,doISMe' -D"- 17281599 31139 61.]8. 41,08'. BOM. O.N 0,849.03 190) 28.4121.10 30.)61613 322528.32 WDoWDA 0060WN 12,441144 ISM21 36.10, 94.81 5120. 10.65 D'- O:^ 1419 29.17 1311 57,5 610 1644 2444' 33,12 26.5 5,76 60M 1057, 21.33 MDOI 4267 8'- B• 2'•'0' 1291144 2. B: 0.00" BDA. B 0 --0000-"19.0085.58 15 140117.20 2M: Woo E08tWOD" 3_ IBBold 4. A0- Qy0000 9- 1]0.40' 1 2000,00 25000000 9 4WON 7'- D". 3--0•. T)A323A3 34.8]- 48.5 80.006000: W.N00.00 15.13- 13.10 314720.9] 4]20CMAs BOM44,94 51013]] Id DOW:M-.. 80.30000 20111137 48,6331.11 M.N62.11 44.390.00 10'. D^. 4'-0.^ 1'-B' 20.001822 11.003844'. BOM'.. 34A, So doWN 11.Do1D.49 33,80HIS MAO. 3147 47.20. 4106 38103144 woo'. Moo SOWN 152013.61 MAO27:02 45.001043 00.0091,01 8"•0• 1010 3280 4020 W.3 DM 1000 1032 37.)8 30.5 M.M: 44,00 1218 21.32 38.18 1861' 1481 1882 4113: MIA 058 1].18 26)5 31,33: 31.85 M,TI :. 0000 1105 22,11 33.18 44,22 0"• 0.• B'- 6;_ 13 BT1 2).33: 4. 1100 4.5 817 15.7314,1 23,801. 4- 31.17:: 2832 2553 51.07: 003W 10191 201] 1 MAD3e AD,5935.18: 00: 0000 M,DO 4.. 44.95 00.00 8D 6 DO 2885 5).00 0000 SON 3••:;01 2603-'51,0812111481'- DOWsoOd 00SON 1400' 1281 2419) 2569 44,859853 59,561.3): 48834189 M,N6000 003M.W 19?D10.54 S,M. 3300 51004983 44.00M,N 0' 0:' 18321116 9.0534,71 I.I, 5200 WNWN 11,11099: 21641. 19.86 3371. 29,BT, 446538.98 A. 32A2 WINW.DO M11.1BO.W 125]' Mod25,11 43A936.00 518051.47 0'• O1 13.02 31,21 ISM WN p.a 11,98 28,97. 3898 2810 ISM N.DO 11,6. 23,18.: 31,74. 16.32 8•-.6! 0'-'0" 44201302"',28,8926,40 42.443805 5005,5 117.10 16331A,96 2452-:324412.A. 28.91 30531992 9366303 90.00M.W 10.538.86 213'. 18,311,'2896100 13.113.90 1171T2T 23W,N' 3 U8060. AIDSOW 141634 1 4v2B1 18.97.. W.N 44.3' 2t A9M,00 1 iLM,N M:N- 16 - 27.84 17.375621 1Wm AM.0- 9•.0.- 2189- I9,)o MAO MOO 1130 2881 12,81 51,11 4BAx 0000 W.W .. 18.42 3885 53.27 Woo 1•. p" 1'-0': 21,30', 16,91 1200ITV WOO59.01 WDOSo 12.1010.19 21.5221.40- 36.78' 3218 196143,81 397. 3482 80.WWoo W.W. WN 15.7913W 31,5. 27.01-. 1138-'. 11.15 WAO5521 11' 0' 4':,8' 141,5) 33,13 011 00.00 0,54 18.01 28.61 3814: 44.5 6..N W.W: 132. 24,57: MISS 49.13 e •:0' 14,81. 28.82 44:73: 505 85 1716 2535 31.33 27,15 5.71. 0.00' 11D5 22,1133.18 4422 5 ••0.• 1355 All ADM: 01.21 100 15.E0 23.10 31.21, 2$,32 6044 WW 1065 20.10 30115 AD20 8'- 9" UA211.1.- 2198- 2238 31213355 A870N1 , 715044 11,1012.87 121A5191 2961. 25:)5 23212068 48,4241.76 WINDo 4216 16A21 .5 27,5' 3A47 MISS11 Y'7 N 80,00- WM:..W. 2062 11.84 dO00' MOO. E0.00'- Dow 2063 62:8)- W,N N 3'-01 23.71 4)34 BON MAO' 19.08: 2136..,.4.161 5.12 4461 MAO DUW 17.62 J5,23. 524} 90,3 3'- 20.31. 40:15 Do 00.00-. 1473 23,45. M D A6.91- S, De S, Do 44.3 15.11 30.21 A6,32 89.3 4'. 0'- 11.83 3686 63.18 84.Do lo.20. 2D"r M.7B A,,84 1930 00.00 WN 1924. 28,43 38-05 T,B> 11'- 6' 4'- 0.-' 5!--0' 15,851428 31.882052 47:3412.1. so DO515 9.12621 1824' 15.42 21,3824.83 5683283 2160NSA 59.21 ' 6328 0009.00 11.161D8) 23M21.18 3525 3172 47.0041,30 6 •- 8' 12.90" 25.93 5,44 51,68: 1,16 1462 22N 2986 2422 48.A1 003 9.Bt 18,23 " 1894 5.45 1198 23.11... 5,9E 41,5: 65- 130.- 2D.S2 27,35 22.2U- 6411 8000: 881 1]92 28,43 3546 V. 0' 2+-0' 7 •-:Y.•. FOTO' 31:1122.]9. 21.] W, 1858.. MWN 1 .1844;44 1,1614181 12.31385-. 2.22 18AT88.003..33 1. 0000' 52 M' WAS0000, 4940 39.97W.N:; WN' I. 1. 20,33K.IS W'Ai 1W 1.} 19,52 393 5,57 00.3 1124 22,48 33,71 44A6 MAB MAO9060 WIN 1446 20.5' 13.13 5).00 1z' 9-• D' A'. 0". 6'-.0' 116816.IY13.9] 4,11903721]3 81.2616.511.3 WN340,3567 0008.147.7 I"" 17.16' i5T1' 2DM28.2223,44 19.99316831,11 919228.3725.53 W.NN741. 44.00MNW,M 124) 11.2010.13 253922.522027' ISM33.761.. 449] 4584AD' 0 ' 1163 2400 3721 10,]0' Is 14]0 1IAd 2861 23.21 46A2 WN 821 16.12 31 A4 5:86 U:' 1139. 1278 91,1) 46.5' 85 13.11 1D,tl7 211.2221RB 42.5 WW 8,44 1..5 25.33'3378 8 '• 0:' ..1016- 4 30.1 4164 6.00 '.11.00 1t.1 18.1 5 614s: 144 1620. 22.50 30.40 wTOTAI'IpIMBBR Of fA9RIfFRS AT ,MMB LOCAIIWI .... PER CONNE6T10R A( NUN WNW" BE 60X OF rout RIMEFR aF fA r Er1ERs Ar uuLuolw W/ f1FAN/SILL CONNECIIOR PER SCNEI%AE FLORIDA BUILDING CODE .(High &Non High Velocity Hurricane Zone) 3 . VGENSF_y`' 30.4118/ j i6"„ SERIE, OP T0WONT jjj . 1o1NIR103 RAa A.. AP sa OF IL ECOIM. IIVV..r6 >S, OgiP IB3R 44000044 w 1600944 ow"ftKR Buk kgEnvell pe Si NAi. M. Via. 1 MA3p1 Y-TwO, %H 19 0 A91a964p8aun-IIwn 6040446111. B-Dt s N a , a S, B I.F. 5EM:/SIGNATURE/MfE l 1n b6 84.9 I } 9' SECTION AT HORIZONTAL STOREFRONT ELEVATION W,( HORIZONTAL L = MAXIMUM HORIZONTAL SPAN D.L.O." = EFFECTIVE DAY LIGHT OPENING = D.L.O.e + D.L.0:2 MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR HORIZONTAL s f s MAXIMUM HORIZONTAL SPAN'V(FT) SCHEDULE FOR GNEN XS.O.-DESIGN PRESSURE RATING (wH AND A GIVEN HORIZONTAL EFFECTIVE DAY LIGHT OPENING "D L.O"Cn) a 7 » MAAMUMA.S.D. EFFECTIVE MAXIMUM DESIGN PRESSURE DAY LIGHT HORIZONTAL RATING OPENING, SPAN p DLO' (FFw) L (Ft) 3'_ 0.. 6 •. 6_` 140.0 ORLESS 3'- 6" 6'• 6" 4'_ 6^ 6' 6 5 ' 0 . 61- .6 ,. 2'- 0" 6'- 6'. 2.- 6., 6._ 6. 3'- 0" 8'- 6" 145.0 3'- 6" 6'- 6" 4'- 0" 6'= 6" 4"-6" 6'_ 6" 5.'- 0 6'- 6" 2.,.0,. 6,_ 6" 2 '- 6 " 6 '-. 6 ' 3,_ 0, 6. 6. 150.0 3'-6" 6`< 6`' 4,_ 0 6'- 6, 4'- 6 6'- 6' 2'- 0 5' 0" 2'- s» 5 D" 3'- 0" 5'- 0" 155.0 3'- 6" 5'- 0» 4'- 0 5 0" 4'- 6 5'= 0" 5 0' 5'- 0" 2'-0° 4 O" 2'- 6" 4• 0' 160.0 3'- 0" 4'- 0" 3'- 6" 4'- 0' 4 , 0 . 4 ;, 0 . I EXfER10R FASTENERSt R . HEAD, HORIZONTAL & SILL CONNECTION DETAILS SIDE VIEW) scn . 3a- r Ea.— 7a'", f yyfrze5tlttGPOUREDFASTENERSffQNGRMSTRUCTURE 1 9°..MIN 1111CK a o v U 3 o m o u O yyam,, :. E.6 .. N E,D..:. .. - -: 2M WOOD ftU4'tt FASTENERS\I t}J{t 36 WT OTHERS) 15 I ( MAY. PAVSkLiE 15 O MAX SWM22SPACE - sHlu'SPae REO'D (TW.) 17 ". i g (2) RF.O D (TYP.) 17 .. y 0 m E , 8 19 EXTERIORI 4. EXTERIOR i 19 z NL"01ON BEYOND) 1 ..,, OR MULLRIULtJONfi EIEYONo) y. V..JMl6.OR IdUU'.ION Z 4 W O as I•i_;;f BEYOND) a• n i wI NOTES: o ¢a I jg FOR HEAD AND SILL FASTENERS UUAPI"PITS 0 IN 5 'e i- 1YPES AND SPECS SCE_,SIIECT 6 A. 6A. } Q a USE OF HORIZONTAL SCF SECTION 2 = Jq i l53jRf.O'D (TW.) m d MUTT -IDN FOR GLAZINGN< SCHEDULE ON SHEET 7, a r . m t ' fiJAN9 OR L o s ? T UEl'AII.S AND UI. ASS SCHEDULE ° 19 t ;(arlvNq) -SEE sHEEr 6: o e- J EE w C z5 t 18 A FORSHEMAXIMUM D,L.O. SEE SCHEDULE ON AMO JAMS OR { t MULI.lON It^ -plit. 'Q M:,w,. eEYoNO)'. t Cy IND) ExTER1oR 1;5 i'c • ft , ' i EXTERpR.. 1 r 2 \• . " I 1,8 fhVV fIw I , i - o Ila or woTafiaEa,ulEo"oN ; 15 " E4 amu R r .. sia LENCTN tat I . . LENGTH (` tlzkT/ wcea 1 TOH RE4UIRE6 0W SEAL (ENSI4ME.A. IM E}1 ,..- . OFxMMULLIONS Y I AAId`) I ~ ^ K) L - oEAIPN AT .C_Eli1LRI,MtE- OF Slk7 % STD• M E, K a.._ SUB `iLf. / JFMULIllkJAMOS a i J\LEjf SlltiG POlIREO !" Zh._. ;CONCRkIESTRUCTORf AST u A-7 FASTENERS (BY OTHERS) FASTENERS - FASTENERS, -_—^ EJ), SECTIONS AT JAMBS m g TQ F° c'v rE OR HOLM lE fll IQ Lt4G srnuCruRE rn cruet, s rrxlrnir o HIM SPACESHIM c d/8'•.uAX - " YAX w EYI`„TINGPUIIFiEU f i i 40 OR 5111. .. .11OR Slll 21 9 '.. y z ¢. l 014W RETE OR—' I R 1 1 STING STEEL 1 ' Q aQrlS HOLLOW j _.. { t ` .i= X151 Ivc 1 (eEYv1a0) _._... p"' . m) p CONCREo BLOCK ` ',/ tHILK T• r Lu $ a2. - tiVriDD BUCK r $$ 4S STRUCTURE ! t 'd 'STRUFnTURE I tiT ASTM, . l T Q / cry rn NOTES L,!\ FASTEMik'S"" ' FASIENEPS - FOR JAMB hASIENERS 'SPACING, > . m 1. . fA31LNERS ' / l TYPES AND SPECS SEE SHEET '10_ - FOR GLAZING DETAILS AND T ,; GLASS SCHEDULE SEE SHEET 1 3 $ s/4"MW, mm 1QtlT _ y a/s' tl[.PIy ` ` L, i u 1/4' WIN, DE JOKI' , FOR MAXIMUM D.L.O. SEE T/4' tai 9" +a/r ,, - ta/+ a!'pul ) D DR ) AXWSIIAM CF 7 EXiER OR . n / W1/ 0• OF JOINT ) s __ - SCHEDULE. ON SHEEN 3. Wa Q f SFII/JR Jy w/ SiNNIt' is SOL" ,o pR -r r Lu b ` 3/16uN a-a/e f 1 a/,e' wn. a. 3/a'wz_ ` IIID' JOO W/ LENA15' I4 ` wx JOINT w/ SEgmf l5 • ]/ lay Y!N..a 3/1' WIDE. JUINI W/ ifAa4li; 1i S ._ SECTIONS AT MULLIONS g SCALE z 3/6 "=1" Cl) = nL1D OR 411. - _. HEAD OR SILL MF.AD:t,IR SILL— '1 Mr`„µ7 OR 'Al1J, ...... FIFAq OR .i --_. i3 «. J ucaoNo) terallo> - :eeono} -- ( }' . ar-Yo o} a J. HEYONU _ in $tai 1 Q IDI Y h rn 1.6 i - 16' 16 M-1 M-2 M-3 'M-4 Lo INA' y, W hIF_AD OR SIL_ - - + r O ev". } --NiAD L-- OR SIL1,4. ..HM OR SILL BEYOND) _ (BEYOND) Z d NOTE INDICATED, W04L)M AMC) WMI441M VALUM FOR SpECIFTEG 2i SEALAM"VEKCA4 JOINT CONKAT4WISSCON0 T4 u ` i WALL BEEw OETERLiME0,ONLY TAKM; tNtQ ' I CONSIDERATION THE,AOTA MOVEAfEW,',Qf CLASS:'WALL AT JAMBS .OVE 't THERl WINO. ANO 175 -QWN a. i FACTOf'iSl'FROM ON THE RRgIINpFNGNOT 5TR1JCTURE Ce l,. 16 1 1:D(TVVGR 91 M-5 M-6' 111A —U* - ); 7 EJnE1110n 6, O \/ 0. SHW7x s -E DET, t;zVB)TI G & CORK FOR:JAMB LIN JAMB FASTENERS' SPACING "opep' (n o.c.) OR HOLLOW WOOD STEELAIG•ATE MULLCM DESIGN SPACMG CGNfRETEBLOf3( 1 12" Min. THK 1B• Ml 1 THK. pRESSM RATING SUBSTRATES SUBSTRATES SUBSTRATE SUBSTRATE TYPB FA6IENERS TYPE fA5,ENeve TYPE FABTENEt16 TYPE ImR S,"(Ft t A taro B I14'7 B' W16•a C 6 Vow,) 2S 3' 12 12 12 12 3 "- e ^ 12 12 12 1x 35.0 4 0 ' 4 6 - 8 0 ' 121212 121212 121212 21212 s 6. 1 12 12 12 1212 1212 1212 12 1z 2'63' 12 12 12 12 3 "- 6 - 12 12 12 12 4 '- 0 • 12 12 12 12 40.0 4'- 1. 6 '- 0• 1212 1212 1212 1212 6 '- 6 - 12 12 12 12 8 - 0 7 8 - 8'' 1212 1111 1012 1212 1212.. 2 17 - 12 12 I2 12- 3 fi " 12 12 i2 12 4 - 0 • 6" s'- D• 121212 121212 121212 21212 5 '- 6 ' 12 11 - t2 12 6'-0• 6. 12 10129 I2 12 12• 12 2'87 - 12 12 12 11 3 '- 8 12 12 12 12 4 '- 0-.' 2 12 12 12 50,0 4'- a' 5'- 0" 1212 1211 1112 1272 1, 8• 12 10 12 72 B'- 0' B' 8" 1212 8812 12' 12 1212 2 '6 3' - 12 12 2 12 3 - 8 ' 12 12 12 12 66.0 4 - 0 •. 12 12 12 12 4-6• 5*. 0- 121x 11 1, 10 12 1 +2 1212 2'S 7' 12 12 - 12 2 60.0 3'-6' 12 12 12 2 4'- 0^ 12 1112 12 12 3 s VIE44 'X' ISOMETRIC) NDING z 2 a VECTION N FASTENERSTYPES: (snsPAC61GscHEouLEi g A- 1Nq BLCO FASTENING SYSTEK LLC. ULTRACON M404OR m i W I 3 NNt EMBEDMENT, INTO POURED CONCRETE Mi rc-273DW)ORW IwMIMEMBEDMENTstrO. HOLLoweLaaLtE6;:n.,sa.r a-rww.mcE "g r DISTANCE BEYOND ANY F619N MATMAL' c f z B - 114- IW Mi FASTENINGTRAIIO SPEY. LLC. ULiRACONAn01GRw„?Mh PENETWLTgN KT02RW0ODIR=(G-QSR r IOL EDGE DISTANCE BEYOND ANY FINISH MATERIAL Ul B'-WIM ELLO FASTENING SYSTEM; LLC. ULTRACON ANCHOR = 1'12'Min, PENETRATION M02. WOOD MSK(0-aSS)' >7 6I WS IAN •EDGE06TANCE, 8EYON D ANY F616H MATERIAL a C -1/1 Wm SLOTTED fNDENTED HEX WASHER HEAD THREAD U = 1+ c,urnm sCREW TYPE -F'-LNc coATEo. W MBf. FT:s T k.4 7fu..IW kvTO Ar MM. 7W ASTM A3BSTEEL 6 r. MN. EDGE O '3 OWANCE C'-1H'D ELCO cGNSTRUCIION-PRDoucT3 oIaLLFLEXStmoc awi m m W SCREWS TO MIN, IV TMC ASM'A.]B STEEL Ir MIN. mm pSTANCE. - 0 0 _ Al to W C J;u rq ii Florida Building Code Online i Page" 1 of 2 FWWa neosma«u of Bo>i a ProMiiami Repufe000 _ myFb ee Loo FknLO DTGnMea o1 ew:rs a BCIS Home Loo In UscrRea+ 'ration Tom. ¢ . ¢ Praf=5f 81 RlgWltiM rarfa..: .4urthaiee Put+licalions Fg $CJs L'Au SearchStaff E .4 Product Approval USER: Public User' a > Amflicanani.nt> Applieatioo Detail Duce of rhe . L01 F 92TR I p Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer OLDCASTLE BUILDING ENVELOPE Address/Phone(Email 8655 ELM FAIR-BLVD TAMPA, FL 33610 972)351-6295 jwestphaI@gbe.com Authorized Signature KATHY BLAYS ` KBLAYSQa OLDCASTLEBE.COM i Technical Representative KATHY M BLAYS Address/Phone/Email 8655 ELM FAIR BLVD TAMPA; FG 33610 s 813)663-0949 KBLAYS@OLDCASTLEBE.COM Quality Assurance Representative DONALD HAWK Add6cuThonatEmail 8655 ELM FAIR BLVD TAMPA. FL 33610 813)60-M9 DHAW KQOLDCASTLEBE.COM Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Pt ' Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation JOSHUA M. ROYCE Report Florida License PE-68180 Quality Assurance Entity Architectural Testing, Inc. 3 Quality Assurance Contract Expiration Date 12512018 Validated By Rene J.Quiroga. PE w. Validation Checklist - Hardcopy Received Certificate of Independence Qt. t769? RI C(H 201.5 Ccrtir=tc of lndeMildenceFOR NS. MS AND WS t l NON-IMPACT odf Referenced Standard and Year (of Standard)ndA ASTM E 283 2004 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code file:///C:/Users/Action%20Glass/Desktop/FLORIDA%20APPROVALS%20FOR%20PR0... 2/22/2018 a Florida Building Code Online Product Approval Method Dote Submitted Date Validated Date Pending FBC Approval Prodael% Method 1 Option D 09/242015 09/242015 09272015 12/152015 Page 2 of 2 FL q Model. Number or Nam c Description 17692.1 MS -375 MEDIUM STILE ALUMINUM MS -375 MEDIUM STILE ALUMINUM ENTRANCE DOORS EN'rRANCE DOORS Limits of Use installation Instructions Approved for use in HVHZ: No FLI7692 RI 11 20f 5 NS_ MS. WS Entrance Installation Drawl Approved for use outside HVHZ: No Verified By: JOSHUA M. ROYCE PE=68180 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: MAXIMUM OVERALL TESTED SIZE IS 88' WIDE X 124' HIGH. Fl. 17692 It .AE '-Jo 1,5 PRODLtCr FVALLIATION REPORT MAXIMUM DOOR LEAF SIZE IS 41-1:2- WIDE BY 96" HIGH NON TMPACT'FNTRANCFS-odf Created by Independent Third Puty: Yes 17692.2 NS -212 NA ILE ALUMINUM i' ALUMINUM S ENTRANCE DOORS Limits of Use Installation Instructions Approved for use in HVHZ: No FIA7692 8I, 1.1 N)IS NS_ M$: WS- Fntlartce4n_stallanon Drawi Approved for use outside HVHZ: No Verified By: JOSHUA M. ROYCE PE -69190 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: -35/-35 Evaluation Reports . Other: MAXIMUM OVERALL TESTED SIZE OF 88' WIDE BY 124' HIGH, F1:17692 RI AF. 201-5 PRODUCT EVALUATION REPORT NON;IMPACT'ENTRANCFS.odfMAXIMUMDOORLEAFSIZE41-1/2" WIDE BY96" HIGH Created by Independent Third Party: Yes 17692.3 WS -500 WIDE STILE ALUMINUM WS -500 WIDE STILE ALUMINUM ENTRANCE DOORS ENTRANCE DOORS Limits of Use Installation Instructions Approved for use in HVHZ: No FI,17692 RI II 2015 NS. MS. WS Fnrmme lnstalldtiea Dmwi Approved for use outside HVHZ: No Verified By: JOSHUA M. ROYCE PE -68180 Impact Resistant: No Crested by Independent Third Party: Yes Design Pressure: -70/-70 Evaluation Reports Other: MAXIMUM OVERALL TESTED SIZE IS 88" WIDE BY 124" HIGH. FL 17692: R1. AE 2015 PKQDIJCT'EVALUATION REMRT. MAXIMUM DOOR LEAF SIZE IS 41-/12" WIDE BY 96' HIGH NON -IMPACT ENTRANCFS:odf Created by Independent Third Party: Yes Back Next Contact Us :: 1-601 Blair Sinne Road_ Tallahanee Fl, 33399 Phone: 850487-1824 The State or Florida is an AA/EEO employer. SQpvrieht-2007--?Ob3 Statc of Floiida::: Privacy Slatement :: Accessibility Statement:: Refund Under Florida law, email addresses are public records. i f you do not want yo* e-mail address released n sponse toa public-rceords request, do not s Io'" entity. Gntead,contact dteotCtce,by phone or, by traditional mail. IfyW haIveany questions, please comact.850:487.1395. •Parsuent to stiction Statutes, efIeetive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. TI' may be used for official oommunicaiion with the licensee. However email addresses are public record. If you do not wish to supply a personal address, Department with an email address which can be made available to the public. To determine iryou are a licensee under Chapter 455, F.S., please Product Approval Accepts: o ® m a Credft Card Salle file:///C:/Users/Action%20Glass/Desktop/FLORIDA%20APPROVALS%20FOR%20PRO... 2/22/2018 ANCHOR CHART _ MS -375 MEDIUM STILE R WS -500 WIDE STILE ENTRAN FG -3000 FRAMING 501-50 PSF DESIGN LOAD 3• 3I• 3• r mW w eOWOWAi x"mana WRN'l IMIN.EIXlE:00*!INCB STEEL OR METAL SIRSTRATE3 - LL FLEX SELF. ORIUJKa SCREWS ,. VRTH Mir MRL 001 OWANCE NOOOSTRUCTORE: e. LF L_:.. Ir WIRI 1•MIN. EDCE DISTANCE ¢ gT 3• 3• I 6' !r . 2:2L NO REINFORCEMENT .. g V V N Z 1 1 OLDCASTLE BUILDINGENVELOPE -" NS -212 NARROW STi ' MS -375 'MEDIUM STILE - WS -500 WIDESTILE ENTRANCES ANGLE ENTRANCE DOOR SINGLE EM RICE. DOOR PWt ENTRANCE DOOR 4= ,14/6160 WRIT. ADEUTE - WRH ADEUTES WRHSR1PlfES SVJ5 OF R{.. A I 'I yy f I 1 1 ALLOWABLE DESIGN PRESSURES 9NS-212'NARROW STILE +35 -35 PSF 4 IF -- MS -375 MEDIUM STILE +70 -70 PSF' D] WS -500 WIDE STILE +70 -70 PSF S 6=V(BNiM ODOR S HME ENTRANCE DOOR S - . - DG M'TRI4N5011, MR 1001 TR000R AHO li0EU1E.1., eM 1RWSOU .WC 91GEU1O GORE MMOMRM FOR 91UMM WR1 IE OBII' VM MOOD NC6. Of MOM UM K MNOO PIIOFERLY M T%ANWR UK$ TO INE STBII nAL . S 1. 1 I MGCIORS $PAL K AS UM MV SHMN ON ME OETNL4 I PCEDIIFM TO &WUATM AWL K IEMO MRL ORISM O1 SRIDN. - RICIORNO OR LONG COIaWd NN WN a TNESE y!S' j y1; t I 1 1 I OVAU ARE WT %RT OF R6 NNRM& 3TL WAMASE RI RLONWE SMM 6 Mn WC) OI P Il4CN OF im S1'SML tom 4 RfI.K1IIMWALSMOIOC1iACf D BS PANU ORIKATCX MAX WALLOPENINGHEIGHT CLEAR OPENING) OI 16' mr rwTYI rt Typ 7/B' 5/16• 1-V8' EACH VTNDLOCK 1S ' 0.192'FDR 3-j/3.. ATTACHED TO CURTAIN RIVET WITH THE . - WITH THREE STEEL RIVETS BODY 3/16' IA. 13/l6' WIT. THE BODY 3/16• DIA 1 (TYP) 1 1 t -t/8' R.j/ OPTION 1. THE VIN LOCK SHOWN WAS TESTED.. 11 OPTION 2,'THE SAME VINDLOCK WITH A. GUSSET 27/32' MAY ALSO BE USED." ASTM A653 G40 GALVANIZED CS TYPE B WU4M OFK DETA T6 ALUMINUM 0.D75- "ALLOYEXTRUSION '1/4' • THRU BOLT W/LOCK NUT. PLACE TWO BOLTS 12 0.563' 6-1/ 6C., AT EACH END 6 AT MIDDLE, SIX TOTAL NUMBER 3 -VY OF ALTS - X r % 20-1/4• 2-563-GALV. 3. t-1/2' STEEL ANGLE ASTM ASTM A693 WITH 59• - NOTCHES LOCATED 2' EXTRUFROM END EXTRU0.438' DF SIONION 0417' ASTRAGAL •. ASTM A653 SS GRADE BB 2: WITH FULL COAT OF PRIMER AND MANED POLYESTER FINISH COAT .. iYPf u p FI (6 .A TAtI BOTTOM 'BAR ASSEMBLY DETAIL 3/8' TYR) . 1/4. 1 THRU BOLL " 27/32! W/LOCK NUT "PLACED AT 6• FROM BOTTOM 1-3/4' AND EVERY 21. O.C. 16 1. St- VIEW MINIMUM HEADROOM DIMENSIONS 7/32.j.. TYP.) ' 0.055• OPENING THRU OVER 7'-4.• OVER B-8• WALL WIBTX OPQIIIID M-cIAF F EVATID HEIGHT 7'-4' THRU 8'-8' THRU IW-0- aliNuuiu/ VERTICAL f.I11DE DETAi1 16• IB• fl l[IIE-VINDHAR AerPMA1 Y HEADROOM e HORIZONTAL IRIZONTA T HEADROOM 17-1/2• 1Y• N/A OOCRS 6 BUILDICd(PONEITS mNG o Aoana N/A MAX WALLOPENINGHEIGHT CLEAR OPENING) OI 16' mr rwTYI rt Typ 7/B' 5/16• 1-V8' EACH VTNDLOCK 1S ' 0.192'FDR 3-j/3.. ATTACHED TO CURTAIN RIVET WITH THE . - WITH THREE STEEL RIVETS BODY 3/16' IA. 13/l6' WIT. THE BODY 3/16• DIA 1 (TYP) 1 1 t -t/8' R.j/ OPTION 1. THE VIN LOCK SHOWN WAS TESTED.. 11 OPTION 2,'THE SAME VINDLOCK WITH A. GUSSET 27/32' MAY ALSO BE USED." ASTM A653 G40 GALVANIZED CS TYPE B WU4M OFK DETA T6 ALUMINUM 0.D75- "ALLOYEXTRUSION '1/4' • THRU BOLT W/LOCK NUT. PLACE TWO BOLTS 12 0.563' 6-1/ 6C., AT EACH END 6 AT MIDDLE, SIX TOTAL NUMBER 3 -VY OF ALTS - X r % 20-1/4• 2-563-GALV. 3. t-1/2' STEEL ANGLE ASTM ASTM A693 WITH 59• - NOTCHES LOCATED 2' EXTRUFROM END EXTRU0.438' DF SIONION 0417' ASTRAGAL •. ASTM A653 SS GRADE BB 2: WITH FULL COAT OF PRIMER AND MANED POLYESTER FINISH COAT .. iYPf u p FI (6 .A TAtI BOTTOM 'BAR ASSEMBLY DETAIL 3/8' TYR) . 1/4. 1 THRU BOLL " 27/32! W/LOCK NUT "PLACED AT 6• FROM BOTTOM 1-3/4' AND EVERY 21. O.C. 16 1. St- VIEW W -V MU ROB7 7/32.j.. TYP.) ' 0.055• F—Vr V2' WALL WIBTX OPQIIIID M-cIAF F EVATID ASTM A653 G40 GALVANIZED ASSEnYLTSSEMBYAR CS TYPE B ASTM A653 G40 GALVANIZED CS TYPE B aliNuuiu/ f.I11DE DETAi1 V[N HAR FTATi fl l[IIE-VINDHAR AerPMA1 Y e N/A OOCRS 6 BUILDICd(PONEITS mNG o A oana N/AJOHNE. SCATES PE 3121 FAIRGATE N/, CARROLTON. TX 75007 PROFESSIONAL ENGINEERS' SEAL PROVIDED ONLY FOR 26 GA. WIND LDAD MA% SIZE IO' -0' x 12' D• cea i FL PE 51737 TX PE 56308/F -22m VERIFICATION OF YNNOLOAD CONSTRUCTION DETAILS N/A 7 SERIES 690 DOER ASSEMBLY 411111 Digitally signed by John E. States, P.E H.IL 10/tD/8 B 300-130—Q0al.Ol 4 Date: 2017.04.0818:39:13-05'00' NONE ASTM A TE WITH F pN XL. y 3] ksl ITV TAP( GALV. STEEL IN ACCORIWNCE 5/16' X 2-1/4' LONG t N CI.a1. ll 3-7/t6• IOb9' VITX ASTM A653 G90 AT 4' FROM BOTTOMAND ' FRAMT 8' CIC, t I ra u SELF LRILLI CREW • Aanmm 7%' 27/Y'' u M-- 4-14 -0M- L EXISTING CONCRETE ' AT 4' FROM TTOM AN EVE D.C. WITH 2500 PSI MDI 4 OR BLOCK FILLED WITH • STEEL JAME CONCRETE/FILLED 25 PSI MIN GROUT 0.07W THICKNESS JAMB '. ,. OUTSIDE ALTERNATE NOT ON SEAMED CORRUGATIONS " TERNATE- SEAREDKCOMITTEDVIN0.0CK IS @IITTED ATLATCM LOCATION) ON THE SEARED CORRUGATIONS " VINOLDCK IS OMITTED AT 'LATCH LOCATION) TWO ITV TAPCOM XL 3.63' 5/16'X 2-1/4' LONG INSIDE ATTACHED TD GUi E • . ANCHORS. 3/8'-' 3/8' WITH THREE SMAP-ON CLIPS - DOOR SCHEDUL& MASONRY JAHS,. FOR ST L. JAMBA TNN[ •rn. MASONRY "Clow CURTAIN WIDTH=OPENUIG. WIDTH+7 314'. .CURT WIDTH=OPE G WIDTH+3' DESIGN uFT /F I F aMB< LH QIIDE MOUNT SHOWN TE.- J•,MMi DOOR WIDTHPRESSURE CPSF) - ASTM A653 WITH Fy = 37 ksl GALV. STEEL IN ACCORDANCE WITH ASTM A653 G90 S4'-0' N2 710. L.- STEEL JAMB 4 OUTSIDE 462 SELF -DRILLING SCREWS P . 592 PIF INSIDE P - 3H2 463 3.63' 1/1'-14 X 1-1/2' LONG 34.9 ATTACHED It) GU_ Lt[. Ry 169 ?LF pip _ ,. 40A WITH -THREE SMAP-ON: CLIPS DI70H MpIIN a.-.r rp sr rnurocT /F , m ncK"0'. 36.4 GENERAL NOT Ci - 202 1. THIS' DM" -EVALUATED IN -ACCORDANCE-WITH TEST -METHODS "'ASTM 0330-02 AND-ANSI/DASMA 108-01 72-9 2. THIS PRODUCT EVALUATION IS •GENERIC. 3T DOES MOT INCLUDE INFORMATION. PREPARED FOR A SPECIFIC SITE, 3, IT IS THE CONTRACTOR'S RESPONSIHILTTY TO VERIFY THE STRUCTURAL CAPACITY THE SUBSTRATE (JAMB) TO RESIST THE LOADS IMPOSED By THE RILL -UP DOOR. 4. ALL DOR JAMBS (MASONRY OR STEEL) MUST BE DESIGNED TO. RESIST THE FORCES SHOWN IN SUPERIMPOSED LOAD DIAGRAM. 5, THE DOOR ASSEMBLY SKALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. e Mat aRWMOL aiu4NRE fliOiKa rt mnaMi Me tOe6 np4K •. m'w'm°. N/A 000RS s BUILDING COMPONENTS t resin ,iau wXu 'Mw uMairrw w w. o' R. tum arni c cxt .awaaax MV An: ca.ars .r N/A aMeN Mn .....vnn.ceR.4n 'a t10.m i.3121JOHNE SCATES PEFAIRGATE _. it CARRILTON: TX 75007 N/A rtws "' 26 GA. WIND LOAD .MA% SIZE 10•_0• x 2'-0' A OF FLPc s6E 51737 2a3 N/A SERIES 690 DDDR ASSEMBLY o.ap5 g -300-130-0001.01 4 nrnlltl NONE __ =2 2 MESKEff 3990 STANWOOD BLVD. MUNTSVIILE, AL 35811 N" SERIES SINGLE OPAQUE DOOR OUTSWING IMPAcr 0 000001313 moi, ' •,-..... ADDITIONAL EMBOSSED PANEL OPTIONS 40.T MAX. OA 40.0'MAX. OA FRAME WIDTH FRAME WIDTH X Show as fka h ponei) (Shawn as embossed panel) w" wort 1tY DOOR w/ 161 latch and deadbdll) (w/ matte odQ OVERALL 40)T MAX. OA. FRAME WIDTH ' LOCK TYPE I DIMENSION GENERAL r101F5 V h 40.D' x 96 -Ir 161 LATCH SCNtAGE) 55.0 .. I. The p odud has been ew Wated and Is In conhpscnu wM the 51h 150on (2D] 41 Randa 161 -LATCH L DEADBOLT 70.0 BNlmnp code (F5C) nhsennal eglme T*,U esduAhp De •Mph VelocIty Hwlcae Zone" A0,0" x EAD) DESIGN NARDWARtj HVHZI. X 2. Product anchors shad be as Isted'hrW spaced as sawn an details. Anchor embed—t 60.0wltNEAD) to base rnateAd shol be beyond was dimming or stucco. 3- When veed In areas req.*V.1nd borne debts prONCMcn Vis Pro" corrVON h O O w mSection14109.1.2 e FBC and deed not esquire an MpactretlfpaV CovwN. The product news mdDb level V and r&odw Wend Zane 4 as da@rd N ASTM El996 and b 4 FBC SecrIon 1609.1.22 S'3 4. Me corxearn that deviate Dam De delalls of In; drawhp mquM further wdnaarin9 I I arx" by a k "ed erglnee orrpiRwad orchil d. SNbwn as Bashpau TAKE OF CoNtHm 91eT1 aESCIRPIs0/1"N'DOOR I Tva ni aavwloa_ a.6a, - w( 16T latch). 0 000001313 moi, ' •,-..... ADDITIONAL EMBOSSED PANEL OPTIONS 40.T MAX. OA 40.0'MAX. OA FRAME WIDTH FRAME WIDTH X Show as fka h ponei) (Shawn as embossed panel) w" wort 1tY DOOR w/ 161 latch and deadbdll) (w/ matte odQ OVERALL FRAME LOCK TYPE DESIGN PRESSURE (PSP) DIMENSION 7— NEGATIVE 40.D' x 96 -Ir 161 LATCH SCNtAGE) 5.5.0. 55.0 .. w/ r MIAD) 161 -LATCH L DEADBOLT 70.0 70.0 ' A0,0" x EAD) DESIGN NARDWARtj 86E MORTISE LOCK... 60.0 60.0wltNEAD) ONIM ieeeo 35.7@•MAX PANELWIDTN I ®1. _ 31= 3 PROMOON WELDS 2sPorwEuss C • 2srorwTans R E IEI M . increoxlaNweccT Neu. l035.250' - r br tIOfIOM CfDSEI 6 IW 0 E%TH0OR INTERIOR 6 o 35.7$'MA)L PANEL WIDTH. INTERIOR E)MMOR .7. 72 A 2 3. 3 2 Y ,{ kE _ i1 NORIZONUL CROSS SECTION u 3 Doorpanel 2cdoaf x a 23 -; 3PROJECTION WEIRS jt w N o 75 I 3PROJECTION WEIRS_ I_ - .EXTERIORtam WTERIOR z gW 3 . I 0' Ld xor DOOtP DOOR NNtt.E RfTNH3RCEMEM I I l q I Q . . 2 0 35.W L otmEe ItREJtuoecuiErrt ; z A N.T.S. I wo. er: L- JI( u DOORIW LROTR'LM CLOSER yE1CRCACROSSL' , .: LFS oww.c w: FL -T1218.4 m iaa x o w u F 0 INiBMOR 20 o EXTERIOR ]0 8 8 t6 . WL we 4y24. 75 iJ/4'MIN. : IB. O EMS.(rYPIYP I w c N T 5 o s dK cwc en LFS ; Vie. prr.l TD X11 HORQONrA CROSS SE"ON 4 owwxic «o.: FL-ItI/8.4 - mSsii a o$ 14 no mda. x 0 E 0 W W INTERIOR 25 44T9C0RbiV • Q 'i h. 4 30 SO INTERIOR iC 20 E E. EXTERIOR , 10. EXTERIOR MORTAR REMDV® 8. 8 Id 27 —MORTAR REMOVE FOR CWtIfY. 1- O FOR CURRY. 21, EXTERIOR 8 Z aa: g/24/1524/15 1 HORI10NTALCROSS SECIION sro N.7.s. f ba ar. JK cxw. w: LFS 3 OWM9m eo.: FL-11218.4 sear 5 a 11 Qe TERIOR MK)R I 25`* 31 C' 1-374"MIN. z g INTERIOR 2li EMB. (TYP.) - z u o STUDIG3333k51. (v , FuIFr==45151) i G TERIOR MK)R 25`* 31 C' 4 z INTERIOR 2li z u STUDIG3333k51. (v , FuIFr==45151) iar g A MN. OF 3 THREADS MUST PROTM ai ,COMPLEUiY PiROUGN STE35ND ffr.I MANTANANKTIZLC EDISUNCE C O EXTERIOR . 16.. 1_ t8 3 HORI20HTALCROSS'SECTION g s so 1 O G` 2X WOOD SND M#" SG = 0.42) . t II 1Q z T. N.rB mra er JK LIS t a i HORIZONTAL CROSS SECTION"""° fFl-1)218:4 1i I '\ VEMM CROSS SECnOlq EXTSWR NTMR VERTICAL CROSS SECTION QMRtOR INTERIOR 1 3 VRnM CRW MCnOM 4-'\ VWrAL CRM SECTION, M '. MqAWWft 9/24 wE N.T.S. JK Irs I DMMR lNrEFjOR 24 Q 4 2VERMCAL CRM SECTION fp watermflhotlonn EXTSWR NTMR VERTICAL CROSS SECTION QMRtOR INTERIOR 1 3 VRnM CRW MCnOM 4-'\ VWrAL CRM SECTION, M '. MqAWWft 9/24 wE N.T.S. JK Irs I H IYP. SILL fFO oOm 10•MAX. p N!AMEANCHORM Mamm CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers may be adjusted to makntakn the min. edge d nonce to matarjoknts. 2 Concrete anchor locations noted as'MAX. O.C.*m f be ad/usted to madntaan the mkt. edge dlstame to mortar joint. additional concrete ancta may be MgL*ed to ensue the •MAX. O.C.• a mansion are not exceeded. 3. Cancrele anchor table: ANCHOR. ANCHOR MfN, -IM CLEARANCE- MIN. CJFAXANCE TYPE SIZE EMBEDMENT- TO MASONRY TO ADJACENT p p JAMBS@BS Vw ANCHOR I a 114" 1.1/f TV. 0 JAMBS H IYP. SILL fFO oOm 10•MAX. p N!AMEANCHORM Mamm CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers may be adjusted to makntakn the min. edge d nonce to matarjoknts. 2 Concrete anchor locations noted as'MAX. O.C.*m f be ad/usted to madntaan the mkt. edge dlstame to mortar joint. additional concrete ancta may be MgL*ed to ensue the •MAX. O.C.• a mansion are not exceeded. 3. Cancrele anchor table: ANCHOR. ANCHOR MfN, -IM CLEARANCE- MIN. CJFAXANCE TYPE SIZE EMBEDMENT- TO MASONRY TO ADJACENT EDGE ANCHOR I a 114" 1.1/f 2' f iAPCON IVERSAL ANCHOR N's ELCO ULTRACON 1/f 1.1/f 1' f rt'N iAKONe XL 2/16" 1.3/f f 3•S/f elcoULiRACOtie s/16" 1.3/f 2-112• s 4. Embedment may be Through I-1/4" face shell of taEow block WOOD SCREW INSTALLATION NOTES: 1. Mahtdn a mk* num W edge distance. I"end distance. b I"o.c. spacing of woad screws to prea®nt flee splitting of wood. IVERSAL ANCHOR N's a STRAP wl p UNIVERSAL- C STUD 80BO WOOD a ' m G 81 STEEL v g tANCHOR FRAME TP, TYP. eggg sJAMBSFRAMEJAMBS1. as MASONRY C 3n OPENING z OIYP. SRI H . SILL i z o II O.C. .TYP.j a. M4 O.C. .) 1o z FRAMEANC110RING Mamy FRAW ANCHO Wcod/SIeeI SNd r –11218.4 r oEraLt a i SRIKE JAMA ANSI STRIKE S DEADBOLT STRIKE is 10 DETAIL 2 3i SEE DETAIL 3 c 0 W it r3, DETAIL 3 v pl g wre 08/18/G8 0 e N.T.S. STRIKE JAMB MORTISE STRIKE s9s a.4ar r it o d L 4-1 3.48• 0.38• 0.67, o O a O 4F ® ® 1—t• r LIT- c aNMo,ca„arc q WELDED o PROJECTIONS ED HOLE 1 317 AS INDICINDICATED12-24 m TAPED A a O O 1 0 T IFFFrr^ 0.67 0.S o v o o RWOfCa1mN o 0 SJS 5.44 0.438• I-•-2.51 1 I L1.56• --- F --1.9d 4 I o Y g w zU O 1. rcI z a 111IC11mf a a _ L 1.97 12 4.98' o B n m a nC. L H 11 4.56' h I LL u:¢ -.9/24/15 N.T.S. 9 L , , m 0 015" 'ZA, cw. m: LFS 3 m CONCRETE L•lF7dFiiSi:IJ:71ui•];77PNZ•HP.[•7:7a1_•1;:..E•ud;i l Fll;;i!ti-:;i:•itig= !-1 w7 9 10 115 17 18 6' 0, 0.060• 10, O a co i1 d1OR65E lOx:fBR a Z oai 9.24 15 N.T.S. JK 1 f---0.25 ac m: LFS ffAdIOAtQ8ON61 DOOR N9IGF FL -17218.4Reiincemmllaptii0e Eg M im u Fi ( 073' 1 o 0 Z w 0 O a n Z oai 9.24 15 N.T.S. JK 1 f---0.25 ac m: LFS ffAdIOAtQ8ON61 DOOR N9IGF FL -17218.4Reiincemmllaptii0e CfltJNT:Y DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 Stanley Access. Technologies, LLC 65 Scott Swamp Road Farmington, CT 06032 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miatni-Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Mianii Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reservesthe right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Dura Storm" Aluminuut Automatic Sliding Glass Door (Steel Reinforced) O-Sx-Sx-O and So-Sx-Sx-So w/ operable panel iv/ Full Breakout-LMI APPROVAL DOCUMENT: Drawing No. 14-1855 (former 12 -SAT -14), titled "Dura -Storm 2000/3000 Reinforced Bi -Patting Automatic Sliding Glass door", sheets 1 thni 10 of 10, prepared by Engineering Express, dated 07-01-12 and last revised on 10/14/2014, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact LIMITATIONS: 1. See elevation for anchors requirements in sheet 1 and Header clusters details in sheets 4 & 5 and Threshold, clusters in sheet 6. See sheets 2 & 3 for concealed 3 -point locking (active panel) & 2 -point (in -active) 2. When Horizontal muntai bars are excluded (see sheet 3), the DLO height not to exceed 68-3/16" max. Fixed glass more than 36" wide must be supported with approved setting blocks per FBC requirements 3. Electrical devices, functions and installation isnot pati of this approval and to be reviewed and approved by Authority Having Jurisdiction (AHJ). Not approved where water infiltration is required. LABELING: Each unit shalt bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has 'been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises #13-0529.22 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 13.0127,06CMAMIRAC?WNTY Expiration Date: April 04, 2018 Approval Date: June 25, 2015 Page 1 Stanley Access Technologies,, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file see below). 2. Drawing No. 14-1855 (former 12 -SAT -14), titled "Dura -Storm 2000/3000 Reinforced Bi - Parting Automatic Sliding Glass door", sheets 1 thru 10 of 10, prepared by Engineering Express, dated 07-01-12 and last revised on 10/14/2014, signed and sealed by Frank L. Bennardo, P.E. B. TESTS (submitted under files #13-0529.22/#12-0807.04) I . Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance. Test, per FBC, TAS 202-94 (Not conducted) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum automatic entrance doors, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-6803, dated 05/11/12 and last revised on 03/21/13, signed and sealed by Marlin D. Brinson, P. E. Note: This test report has been revised by an addendum letter dated Nov 21, 2012, issued by Fenestration Testing Lab, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51" Edition), prepared by Engineering Express, dated 05-13-15, signed and sealed by Frank L. Bennardo, P.E. 2. Glazing complies w/ ASTME-1300-02, 7.04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, L.L.C. for "SAF GLAS, Polycarbonate laminate", expiring on 12/16/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont PVB Butacite ®", expiring on 12/11/16. 3. Technical strength data of Trelleborg EPDM per ASTM C864. F. STATEMENTS 1. Statement letter of conformance to FBC 2014( 511' Edition), prepared by Engineering Express, dated May 13, 2015, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, prepared by Engineering Express, dated 08-02-12, signed and sealed by Frank L. Bennardo, P.E. (submitted under file # 12-0807.04) . 3. Lab. compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #13-0529.22, expiring 04/04/18. 2., Test proposal # 11-1016, dated NOV 11, 2011 approved by PERA. 3. Manufacture supplied Adam Rites deadbolt/hook & bolts mechanism and G-86 CVR Panic exit_ brochures. \\ iihaq . t panda, P.E. Product Control Examiner NOA No. 15-0127.06 Expiration Date: April 04, 2018 Approval Date: June 25, 2015 E-1 I ESA 300 AUTOMATIC SLIDING GLASS DOOR LARGE MISSILE IMPACT RESISTANT - FULL BREAKOUT 1 1 1 111VIY i \ SO'SX'SX-SO• SO'SX AND SX -SO (CONFIGURATION) 1 N.T.S. ELEV. ANCHOR LEGEND: 0 INDICATES SINGLE ANCHOR (INLINE) INDICATES STAGGERED PAIR OF ANCHORS CENTERLINE SHOWN ON ELEVATION) MAX. 4- MAX. 9" O.C. MAX. SPACING 4" MAX. 8" MAX. DESIGN PRESSURE RATING 16'•.0• (19 ") MAX. PACKAGE WIDTH WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED. 5 3/8' MAX. 4" MAX 3'-9" MAX. 2 LEAF WIDTH 9" O.C. 2 2 3/4- TYP. (TYPICAL) MAX. SPACING 5 3/8' 52.4 PSF •• yy, 52.4 PSF •' Q 40 1D/,22L• AAX. 3 nP En O. LEAF) 4 Qa I Al HARDWARE O 4 g 3A ao 4' MAX. I Ie e e e(eeeeAAA, A A QAQQAAAAAAAA A A (AQeee 13/4'- 3.I ISLS3' TYP. 3 MAX'1 3, 3/B• MAX. 2 SPACING rvTrnr n 3/4- 111VIY i \ SO'SX'SX-SO• SO'SX AND SX -SO (CONFIGURATION) 1 N.T.S. ELEV. ANCHOR LEGEND: 0 INDICATES SINGLE ANCHOR (INLINE) INDICATES STAGGERED PAIR OF ANCHORS CENTERLINE SHOWN ON ELEVATION) MAX. 4- MAX. 9" O.C. MAX. SPACING 4" MAX. 8" MAX. DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED. GLAZING TYPES 'C' OR -D- • C' OR'D'- POSITIVE NOT APPROVED 52.4 PSF •• NEGATIVE NOT APPROVED 52.4 PSF •' SEE GLAZING SCHEDULE ON SHEET -2- - NOTE: WHEN OPTIONAL PANIC HARDWARE IS USED, MAXIMUM DESIGN PRESSURE IS +/- 45 PSF GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED & DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE6th EDI770N (2017) -HIGH VELOCITY HURRICANE ZONE (HVHZ) -.AND HVHZ TEST PROTOCOL TAS 201, 202 & 203 AS LARGE MISSILE IMPACT RESISTANT SYSTEM. THE SYSTEM CAN BE USED WITHIN AND OUTSIDE THE HVHZ. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE & NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS W ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. WHERE SITE CONDITIONS DIFFER FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS, WOOD BUCKS NOT BY THIS PRODUCT MANUFACTURER SMALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE HOST STRUCTURE. 6. THE PRODUCT DETAILED HEREIN HAS BEEN. DESIGNED AND TESTED TO THE MAXIMUM SPANS & LOADS SHOWN ON THESE DRAWINGS. 7. ALL ALUMINUM EXTRUSIONS ARE 6063 -TS OR 6063-T6 ALUMINUM. 8. ALL UNITS ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SYSTEMS FOR ALL EXTERIOR DOOR INSTALLATIONS. 9. ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, SPACED AS NOTED HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL DOES NOT INCLUDE WALL DRESSING OR STUCCO. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED, GALVANIZED, OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, EXCEPT, INSTALLATION ANCHORS. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR COATED. 12. STRUCTURAL SILICONE ADHESIVE IS APPLIED ATOP OF HEADER, IAMBS, AND BELOW SIDE GUIDE, SPACER, AND THRESHOLDS. 13. PERIMETER WATER IS BY OTHERS AND NOT INCLUDED IN THIS CERTIFICATION 12 Lo 0 0 0 o a o - IoI I o 23/4" 23/4 2 HEAD CLUSTER 1 N.T.S. PLAN VIEW 3 SILL CLUSTER 1 N.T.S. PLAN VIEW 5-2623 m EDGE EDGE DIST. DIST. 1 1/4'A /, FOR ANCHORS SPACING, REFER TO ELEVATION ON SHEET 1 MAX.1/4 SHIM. FOR ANCHORS SPACING, REFER TO ELEVATION ON SHEET 1 FOR ANCHORS SPACING, REFER 3 TO ELEVATION ON SHEET 1 TYPICAL HORIZONTAL SECTION 3A SO -SX -SX -SO (CONFIGURATION) 2 N.T.S. HORIZ. SECTION i o 31 DOW x99 2 PART UQUID GLAZING TYP. CLEAR DOOR OPENNING 90' — EXTERIOR - 3 49.00'- 16'-0" (192') MAX PACKAGE WIDTH TYPICAL HORIZONTAL SECTION SO -SX -SX -SO (CONFIGURATION) -SO (CONFIGURATION) 7 1 N.T.S. HORIZ. SECTION CLEAR DOOR OPENNING w C 45' MAX) 8--0' (96') MAX PACKAGE WIDTH GLAZING TYPES 'C' OR -D- PER r GLAZING SCHEDULE 7/8^J / 30 53 \( DOW CORNING / / a EMBED I 995 SlucoME 0 5STRUCTURALw G `Lp55 BITE 11 3/8' 32 1 sEALANr 6C7 \ FOR ANCHORS SPACING, REFER TO ELEVATION ON SHEET 1 / EDGE 0.911' EDGE DIST. DIST. TYPICAL VERTICAL SECTION SHOWN IN OPEN POSITION) Z N.T.S. _ VERT. SECTION 54 FOR ANCHORS SPACING, REFER \ / TO ELEVATION ON SHEET I /- 7' a BI -PART THRESHOLD 5 TYP. GLAZING DETAIL Z Z N.T.S. VERT. SECTION N.T.S. DETAIL NOTEt THIS PRO S NISNOT RATED FOR WATER INFILTRATION FOR ANCHORS SPACING, REFER TO ELEVATION ON SHEET 1 , kMAX.1/4'. SHIM. ANCHOR SCHEDULE: 1/4' ITW S.S. TAPCONS WITH 1 3/4' MIN. EMBED. INTO MIN. 3000 PSI CONCRETE 1/4' GRADE 5 METAL SCREWS TO A36 STEEL OR MIN. 6063-T5 ALUM. ALLOY (1/8' MIN. THICK) 14 WOOD SCREW (SAE GR. 5 MIN) WITH 1 1/2' MIN. THREAD PENETRATION TO WOOD, 1' MIN. EDGE DISTANCE FOR 2X WOOD BUCK ONLY) ANCHOR NOTES: 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ENSURE MINIMUM 2-1/2' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE. EDGE DISTANCE OF 1/2' IS ACCEPTABLE FOR ANCHORS TO STEEL OR ALUMINUM. 4. WOOD HOST. STRUCTURE SMALL BE 'SOUTHERN PINE' G-0.55 OR GREATER DENSITY, S. MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISMES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EgSTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. GLAZING'SCHEDULE: 1/8' HS - 0.075 EASTMAN CHEMICAL COMPANY SAFLEX OR VANCEVA INTERLAYERS - 1/8' HS O 1/4' HS - 0.075 EASTMAN CHEMICAL COMPANY SAFLEX ORVANCEVAINTERLAYERS - 1/4' HS 15-2623 WALEL SEE DETAILS i PAGE DLECAIPRGNI 4 LJ i IBILL OF MATERIALS ITEM PARTNUMBER DESCRIPTION QTY 1 DE0199-03 SO TOP RAIL ASSEMBLY ESA300 - 2 2 DE0203-01 SO PIVOT ASSEMBLY ESA300 2 3 DE0202-01 SO INTERLOCK / PIVOT RAIL ASSEMBLY ESA300 2 4 DE0186-01 SO BOTTOM RAIL ASSEMBLY ESA300 2 4a DE0187-02 9 1/4' ALTERNATE O BOTTOM RAIL PANEL 2 5 OE0200-01 IAMB DOUBLE POCKET 1 - 6 DE0158-03 HEADER FACEPLATE 1 7 DI -0155-04 HEADER ASSEMBLY (REGULAR) 1 8 DE0159-02 HEADER ADAPTER 1 9 DS1979-010 SO BTM PIVOT ASSEMBLY 2 30 DF0628-OGG 10.24X3/4 PHILPS FL CS.SS 8 11 DE2212-020 WEATHERSTRIP •13.4mm' 16 12 DE019S-010 BOTTOM TRACK 1 13 DE0234.010 TRACK CAP 1 14 DC218S-010 SIDE CARRIER 2 15 DC1498-010 HEADER BACK BLOCK 2 16 DF0728-OIZ 1/4-20X1' HX -HD MS GR5 ZINC 10 17DF0939-OIZ A6.4(M6) SPRING WASHER ZINC 30 18 DC0831-030 COVER HOLDING BAR 1 19 DF0999-OIZ 10 -24X3/4• -PH FL HD UNC ZINC 4 20DE1767-010 I GLASS STOP EXT. 1 21 DE0210-010 I GLASS STOP 1/4 -SNAP 1 22 DE0148-020 GLAZING BEAD CO -EXTRUSION I 23 DF0385-010 RIVET NUT 1/4-20 SF UNC IFC STEEL 10 26 DE0201-02 VERTICAL LOCK RAIL 1 27 D51727-010 SX TOP. RAIL ASSEMBLY ESA300 1 28 DE0188-01 SX BOTTOM RAIL ASSEMBLY ESA300 2 28a DE0187-02 9 1 4' ALTERNATE SX BOTTOM RAIL ASSEMBLY 2 29 DS1724-010 CARRIER ASSEMBLY 1 30 DE0246.OIA THRESHOLD BI -PART MACHINED 1 31 DC0837-010 BOTTOM PLATE 1 32 DF0848-OlZ I 1/4-20X1/2 FL HD SOC SC ZINC 4 33 DCD982-01X I ADAMS RITE 860 PANIC DEVICE (OPTIONAL) 2 34 DS1831-010 SX PIVOT ASSEMBLY ESA300 1 36 DE0162-020 SX TOP RAIL ASSEMBLY ESA300 1 37 DS1833-010 CARRIER ASSEMBLY 1 38 DC0572-ODA LOCK CYLINDER RING C DC0572-008 1 39 DC0571-00A KEY LOCK CYLINDER -CLEAR/ DC0571-OOB 1 40 DC0621-00A THUMB KEY -CLEAR/ DC0621-005-DARK BRONZE 1 41 DC2057-010 3 POINTS CONVERTER ADAMS RITE P/N 'MS 4016-20-02' 1 42 DC1766-010 ASTRAGAL- L.H 1 43 DC1701-010 ASTRAGAL-R.H I 44 DC1497-010 LATCH BLOCK 4 45 DC1700-030 PUSH BAR 2 46 DS1827-010 SO -INTERLOCK RAILASSEMBLY 1 48 1 DC2055-030 2 WAY BOLT ADAMS RITE P/N 'MS 1880-03-682• 1 49 1 DC0836430 BREAKOUT INTERLOCK CLIP 4 50 1 DC0838-010 ANTI -DERAIL BLOCK 4 51 DC1978-01Z BREAKOUT STOP 2 52 DC2492_0. CATCH PLATE - 1 53 DE0152-120 BRUSH 1 54 83 +/- 5 SHORE A DUROMETER SETTING BLOCK CENTERED AT 1/4 POINTS 50 29 27 51 37 36 33 46 ' l I L/a66NNNAROO, P.E. Nc PRN DCO555-020 DC0965-010 Eoc 2- CORNER DETAIL 3 K pxN 1/4' SHIM QIOS < B TYP. rn= U vZ^' c m z 0 1u ir N 1'. W l7LLW!TT[iiii . o6:E 0 , bO t E SEE DETAIL 2/3 UC' E i - n go< log tW9 15- TO BLOCK C/L I L/a66NNNAROO, P.E. Nc PRN DCO555-020 DC0965-010 Eoc 2- CORNER DETAIL 3 K pxN 1/4' SHIM QIOS < B TYP. rn= U vZ^' c m z 0 1u W W N 1'. W l7LLW!TT[iiii . o6:E 0 , bO t E SEE DETAIL 2/3 UC' E i - n go< log tW9 N lid 2F 4 O 4 3 25 28 48 26 35 36 39 52 ° 28 50 BOTTOM RAIL < S9 < SO BOTTOM RAIL 40 41 34 o O 2 -POINT ADAMS RITE O GMS1880-03-682' LOCK INSTALL 3 POINTS CONVERTER ADAMS EXTERIOR ELEVATION RITEP/N-MS 4016-20-02"THUMBTURN FTOFACEINTERIORONLY. 3 - N.T.S. ELEV. DF1152-OIC DE0203-01 DE0186-01 DF0467-OOZ DF1152-OlC DC1004-010 DCO555-020 DC0965-010 DK2779-010 d 2- CORNER DETAIL 3 N.T.S. ELEV. 11 1U.. BiNNARDO, P.E. 3.524 EXTRUSIONS 0394 0.315 549' c.. 6063-T5 OR 6063-T6 --1.750-{ Q--.' 1 1.750-{ - No O 0.094 -1.750-{ 0.0 0.070 * - a0.094 0.125 °.472 4€ 0076 ._ ) .109 _ % Sl....`mrUyj)• * e Vs! g W 3z"q1250.125 P N W=..= aVfiwi 0.125 Pm 0.109 'Q Lmg3 zLLwO 11L1 ^ Q{ FOF W WW ~W7 CW WO 1.750Cw.w rl. 3 PIVOT RAIL/I W 1•; T=i 2 O ` JINTERLOCK RAIL I ti<] ui 1: 1- 1.720 h 1 TOP RAIL O PANEL BOTTOM BOTTOM 0.168" 0.219" 4 RAIL O PANEL 20 RAIL S% PANEL h t -1.750-f 7 MEADE0. }-1.750-{ f V WN0.076 0.405 -t -t 0.07e a r0.1z5 0. 1090.°47° Q ui Z S m3 0.907 0.25' !` Q f IL 1 056 R f 0oM, SECURITY GLASS TOP y - p U 0.062 1.0(3° r078 0.125 1.750--1In 0.309 u 0. 1090.922 0.711 0.125 GIASS STOP V.' SNAPUr, Q 0.301" 0.109 d 3 gI 0 0.125 I O aiSl IT 1.000' YI 1.7so{ q p6/ 1.406 - 0.076 Z b Y e 0.562 0.090VERTIUL LOCK RAIL TOP RAIL SX PANEL 0.078y 4.500 0.078 2fi 36 12 BOTTOM GU]DE OS%TRACK 14 SIDE URRIER - g w J 0.61" ALT 9Y." BOTTOM a Y j ALT 9f;" BOTTOM RAIL S% PANEL i 4R RAIL O PANEL f: OOPIAIOHI Flllil bq D6RB36 0.47 pp 0.098 o.3zs 0.076° o 11 - 15-2623 8.366° SCAL4 SEE DETAILS 7.000 I 0.650" I PAG! DRSCAIM0"t 6 HEADER ADAPTER 6 HEADER FACEPLATE rpQ, 30 B! -PART THRESHOLD of a October 18, 2017 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 21866.3-R2 15-2623 dormakaba USA Dorma Drive, Drawer AC Reamstown, PA 17567 ESA 300 Automatic Sliding Glass Door — Large Missile Impact This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition 2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #15-2623 titled "ESA 300 Automatic Sliding Glass Door, Large Missile Impact Resistant — Full Breakout", sheets 1-4, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) HTL-0357-0326-05 by Hurricane Test Laboratory, LLC. signed and sealed. by Vinu J. Abraham, P.E. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) HTL-0357-0326-05 by Hurricane Test Laboratory, LLC. signed and sealed by Vinu J. Abraham, P.E. STRUCTURAL ENGINEERING CALCULATIONSrl Structural engineering calculations have been prepared which C evaluate the product based on comparative and/or rational Raisga I'd or analysis to qualify the following design criteria: t'a 1 hrol h ; 1. Anchor Spacing = 12. Maximum Allowable Size/Pressure Combinations = 3. Glass Capacity '-, r Frank p Bennsr gla€. 4. Anchor Capacity PEOp 4g.,'401Q 6h> # 9 No 33% increase in allowable stress has been used in the design of each product. 11; W0 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VY110.ECTSN6tRJ ESA l00 AUTO WIO W-IqA-UPDATE It -1 tOtM fOA ]OtfBL P{IOiFBC UPOTE\lii®O.EYALfi]p00]DOC ENGINEERING EXPRESS® W)kFvEmRnT111 PRODUCT EVALUATION REPORT October 18, 2017 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 21866.3-R2 15-2623 dormakaba USA Dorma Drive, Drawer AC Reamstown, PA 17567 ESA 300 Automatic Sliding Glass Door — Large Missile Impact This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition 2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #15-2623 titled "ESA 300 Automatic Sliding Glass Door, Large Missile Impact Resistant — Full Breakout", sheets 1-4, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) HTL-0357-0326-05 by Hurricane Test Laboratory, LLC. signed and sealed. by Vinu J. Abraham, P.E. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) HTL-0357-0326-05 by Hurricane Test Laboratory, LLC. signed and sealed by Vinu J. Abraham, P.E. STRUCTURAL ENGINEERING CALCULATIONSrl Structural engineering calculations have been prepared which C evaluate the product based on comparative and/or rational Raisga I'd or analysis to qualify the following design criteria: t'a 1 hrol h ; 1. Anchor Spacing = 12. Maximum Allowable Size/Pressure Combinations = 3. Glass Capacity '-, r Frank p Bennsr gla€. 4. Anchor Capacity PEOp 4g.,'401Q 6h> # 9 No 33% increase in allowable stress has been used in the design of each product. 11; W0 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VY110.ECTSN6tRJ ESA l00 AUTO WIO W-IqA-UPDATE It -1 tOtM fOA ]OtfBL P{IOiFBC UPOTE\lii®O.EYALfi]p00]DOC ENGINEERING EXPFRESSO 10/18/17 dormakaba USA — ESA 300 Automatic Sliding Glass Door — Large Missile Impact The following are approved for use in the HVHZ as specked intheir corresponding NOAs: Saflex or Vanceva Interlayers by Eastman Chemical Company (NOA #17-0712.05) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V.1PIID TA-ESAMN 030DW•WA.0 TE 12.110+.%FOR2 FBLLVP l GEC UPMTE\+6]@IUEVALFlI+M4 DOC DL MNDCLAMP It HW -568] ROOF PANEL ROOF PANEL CLIP PURUN aoiygsr a.3 e axi P ,h NAL 19EP 1 4 2917 Double -Lok At b —UU.G MAX - 4 24; DoubleLok Cfip n 1/4-14 x 1 1/4' SELF -DRILLER E") . 24" DOUBLE—LOK PANEL PROFILE Om Of Fbd" c.aa 25M FSE; , , , r,'• ko.aa • r: 1/4-7xf/I SELF -DRILLER DoubleLok Clip n ;' < O OW/WASHER [FASTENER f1] Ste• FFZZ Z PER CLIP) ., Neil•,. E ff fffi CROSS SECTION AFTER SEAMING SEP j 4 zon: FW -120 Panel Attachment FASTENER #1A WALLGIRT–M"4&. @ EACH SUPPORT 7- 707 P f!t CROSS SECTION OF PANEL ATTACHMENT NOTE.SID , FASTENER MAY BE REQUIRED TO MEET FASTENER LOCATION rib, of FWWS CERTIAN NEGATIVE LOAD C"' REQUIREMENTS.) rs,— 44 14 - 4)( 7/ti 0 0 Notes: 1. Panels are Installed to girts with one 12-14 x V S.D. (Fastener #I A) at each girt. • Nq.44023 2, Install fasteners In the bead ofthe female log of panel. 3, Slde-lap fastener may be required based on engineering evaluation of wind loads. STAT E OF 04. SEE Vi".nnbcl.com FOR CURRENT INFORMATIONSUBJECTTOCHANGEWITHOUTNOTICE tEP2920V EVALUATION REPORT OF MBCI ECO-FICIENT® PANELS FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 16378.4-R1 STRUCTURAL COMPONENTS STRUCTURAL WALL Prepared For: MBCI, L.P. 14031 West Hardy Houston, Texas 77060 Telephone: (281) 445-8555 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (4 Pages including cover) Installation Details (2 Pages) Load Span Tables (4 Pages) Report No. C2003-5 Date: 4.8.15 Manufacturer: Product Name: MBCI, L.P. Eco-Ficient® Panel FL 16378.4-R1 C2003-5 4.8.15 Page 2 of 4 Panel Description: Eco-Ficient® Panels are factory -assembled, metal faced, sandwich panels with a chemically bonded continuously foamed -in -placed foam plastic core. Coverage width: Max. 42" and min. 24". Panel thickness: 211, 2.511, 311, 411, 5" & 611. Panel Core: Polyurethane foam plastic designated as FE-242HD or FE-242FA. Nominal core density is 2.17 pcf with flame spread index of 20 and smoke -developed index of 450 when tested in accordance with ASTM E84-11. Exterior skin: 33 ksi galvanized coated steel (ASTM A653), galvalume AZ50 or AZ55 coated steel (ASTM A792) or stainless steel (ASTM A240) with embossed, smooth or coated finish. Min. 26 ga. skin for `Classic', Royal' and `Light Royal' profiles. Min. 24 ga. skin for `Summit', Vintage' or `Stonewall' profiles. Min. 22 ga. skin for `Grand V and Grand H' profiles. Interior skin: Min. 26 ga., 33 ksi galvanized coated steel (ASTM A653), galvalume AZ50 or AZ55 coated steel (ASTM A792) or stainless steel (ASTM A240) with `Royal' and `Light Royal' profiles with embossed or smooth finish. Support Description: Min. 14 ga., 50 ksi steel section (Must be designed by others) Design Pressure: Inward and outward transverse loads are shown in the load span table. The allowable loads, for strength and deflection limits were developed from test data. Panel Clip: U -Clip (4" long, 0.75" wide, 14 ga. galvanized or stainless steel) Expansion Fasteners: Elco's Fab -Lok® FAS/FAC 10-4,10-8 or 10-12 expansion fasteners to fasten the interior skin to support. In lieu of Fab -Lok, SFS Intec Bulb- Tite Rivets (1194719 or 119472 1) may be used. Panel Attachment: Fastener pattern FP1 U -Clip fastened to min. 14 ga. steel supports with 1/4"44 Type 3 self - drilling screws. Two screws per clip at interior supports and one screw per clip at end supports. For 12 ga. or thicker steel, 1/4"-20 or 1/4"-28 Type 5 self -drilling screws may be used. In lieu of self -drilling screws, self -tapping screws may be used. FL 16378.4 -RI C2003-5 4.8.15 Page 3 of 4 Fastener pattern FP2 In addition to the fastener pattern FP 1, the panels can be installed with 1) Fab -Lok fastener or Bulb-Tite rivet spaced at maximum 10.5" from the panel sidelap for 42" wide panels and 12" from panel sidelap for 36", 30" and 24" wide panels. . Fastener pattern FP3 In addition to the fastener pattern FPI, the panels can be installed with 2) Fab -Lok fasteners or Bulb-Tite rivets spaced at maximum 10.5" o.c. from the panel sidelap for 42" wide panels, 12" o.c. from panel sidelap for 36" wide panel and 10" o.c. from panel sidelap for 30" wide panels. Fastener pattern FP4 In addition to the fastener pattern FPI, the panels can be installed with 3) Fab -Lok fasteners or Bulb-Tite rivets spaced at maximum 10.5" o.c. from the panel sidelap for 42" wide panels. Fastener pattern FP5 In addition to the fastener pattern FPI, the panels can be installed with 4) Fab -Lok fasteners or Bulb -rite rivets located at 5.25" from the panel sidelap and spaced at maximum 10.5" o.c. from the panel sidelap for 42" wide panels. Fastener pattern FP9 Panels fastened to min. 14 ga. steel supports with (4) '/4"-14 Type 3 hex head self -drilling screws with nominal 5/8" diameter neoprene bonded washers spaced at 8.4" o.c. Fastener shall be of sufficient length to penetrate through the support a minimum of 3/4". For 12 ga. or thicker steel, '/4"-20 or '/4"-28 Type 5 self -drilling screws with nominal 5/8" diameter neoprene bonded washers may be used. In lieu of self -drilling screws, self -tapping screws may be used. Fastener pattern FP 10 Panels fastened to min. 14 ga. steel supports with (5) '/4"-14 Type 3 hex head self -drilling screws with nominal 5/8" diameter neoprene bonded washers spaced at 8.4" o.c. Fastener shall be of sufficient length to penetrate through the support a minimum of 3/4". For 12 ga. or thicker steel, '/4"-20 or '/a"-28 Type 5 self -drilling screws with nominal 5/8" diameter neoprene bonded washers may be used. In lieu of self -drilling screws, self -tapping screws may, be used. Test Standards: Wall assemblies were tested in accordance with ASTM E1592-98, E1592-01 and E1592-05 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure'. The mechanical properties of the wall panels were tested in accordance with ASTM E72-98 or E72-02 "Standard Test Methods of Conducting Strength Tests of Panels for Building Construction" as outlined in Acceptance Criteria for Sandwich Panels AC04. The test procedure in the above test standard, complies with the testing requirements of ASTM E330-02 "Standard Test Method for Structural Performance of r.- 7 FL 16378.4-R1 C2003-5 4.8.15 Page 4 of 4 Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference". Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1404.5 and 2603.3. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The design pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or MBCI load span tables. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Supporting Documents: ASTM E 1592 Test Reports ENCON Technology Inc. C1141-2, Reporting Date 11/14/01 C 1290-1, Reporting Date 7/9/02 C1940-1, Reporting Date 2/6/14 ASTM E330 (E72/AC04) Test.Reports ENCON Technology Inc. C1359-1, Reporting Date 12/1/04 C1547-1, Reporting Date 11/7/08 ASTM E84 Test Report Underwriters Laboratories, Inc., Northbrook, IL 11NK02133, Reporting Date 6/8/11 MBCI is authorized to use the above Metl-Span Test Reports) SEW DETAIL 4 30', 36' OR 42' FASTENER PATTERN FINsuPPORTs BY OTHERS MIN. 14 GA. ONL. BUTYL PANEL CUP AT _ _ WALL PANEL We EACH SUPPORT - T j SUPPORT STEEL BY OTHERS MIN. 14 GA.) 2 AT SEAM DETAIL SPAN SUPPOFBYOTHERS MIN. 14 GA) FAB-Lf)K DETAIL SHEET 2) OPTION7 PLT"" PROFILE POLYURETHANE OPWN 2: PANEL THICKNESS PANTED FINISH (WM. 26 GA.) FOAM TUFF FINISH 4-, JOR 6' WIEFWR,.PROFILECZ, YIN. '26 30'. 36' OR PANELPROF] EXTERIOR PROFILE: ROYAL, LIGHT ROYAL, CLASSIC, GRAND V & H. SUMMIT, VINTAGE OR STONEWALL INTERIOR PROFILE: ROYAL OR LIGHT ROYAL GENERAL NOTES: 1. THIS STRUCTURAL WALL PANEL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH 2014 FCORMA BURRING CODE gFl)Qt THE DESIGN PRESSMRES AS DETERMINED FROM SECTIQN 1609 AN : ASCE 7-10 MUST BE WA71PUED BY 0.6. 2. PANEL WORN IS VAX AZ' & MN 24', CONSIST OF WK 26 GA, (t —0.018' UK) C-80 CW EXTU60R OR INTERIOR STEEL SMV (FY - kcW 33 KSO AND ARE SAHDNICHED YAO1 FOAMED -MI PIKE NON-= 2.17- LB/CL Ft. ORWTY-POLYUREMA1E 3. PANELS SHALL BE INSTALLED OVER WALL STRUCTURE AS SPECIFIED ON THESE DRAWINGS. 4. PANELS MUST BE INSTALLED OVER MIN. 2 SUPPORTS. HORIZONTAL SEAMS MAY BE PRESENT AT CENTERLINE OF SUPPORTS PROVIDING THE SEAMS ARE FLASHED & PROPERLY SEALED PER MBCI SPECIFICATIONS AND EACH PANEL END IS SECURED PER THESE DRAWINGS. 5. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON LOAD SPAN TABLE S. ALL SCREWS SHALL BE CORROSION RESISTANT SELF DRILLING SCREWS. 7. THE SUPPORTING STRUCTURE, OVER. WHICH THE PANELS ARE TO BE INSTALLED, MUST BE MINIMUM 14 GAGE (MIN. 0.073') STEEL WITH MIN. Fy = 50 KSI. S. THESE WALL PANELS SHALL NOT BE CONSIDERED TO OR BE USED FOR TRANSFER OF DIAPHRAM ACTION OF WALL TO SUPPORTING STRUCTURE. 0 FAB-LOK FASTENERS SFS INTEC BULB -TRE RIVETS t 1/4' DIA. PRE - PANEL CLIP PUNCHED HOLES 14 G< BY OTHERS 3" MIN. .-1i(r -'-I_ -- /. --F END SUPPORT 1/4'-14 SELF DRILLING PANEL CUP AT SCREWS AT PANEL SIDE EA. SEAM. AND LAPS (1 AT END SUPPORTS FEMALE EDGE -. i:':.`, 2 ATIMITIMR SUPPORTS SPAN (iRTS). INTERIOR SUPPORT EtEYATtON WALL PANEL (REF.) SECTION VIEW 5 FPI PANEL WIDTH = 42' aS' l FAB-LOK OR BULB RNET 9VPOMS BY OTHERS FsCTFNFR, PATTERN FP2 -MIN. 14 GA. FP1 FPT BY OTHERS OTHERS PAMEk 111[7TM -e4Y i;_. 8 SUPPBRiS Ell01HER FASTENER PATTERN FP9ER _. uiH 14 cn 9 fPAkM WOM s.4e SUPPORTS-BY OTHERS FASTENER PATTERN FPtO uiN.a4,cw PANEL W MV.:Jp.A W FP1 jT' FAB-LOK OR BULB I... SUI'POfRB. BY OTHERS W FASTENER PATTERN FP2 WK 14 Gk 42" Wide Eco-Ficient Panel -_ Eco-Ficient Panel Design Criteria Allowable Connection Load s for Two or More,E ual,Spans an: ftPanelS044- 5 '6 7 8 9 10_ 11 12 13 14 15 42" wide- 2" thick Connection FP2 1494= 57.9 47.3 21'.6' 39.9 18.7 34.5 16.5 14 29.3 24.4 20.5 , 17.3 17. 14.7 12.6 9.6 10.9 42" wideL 2.5" thick Connection FP Connection FP2 33.1 27,0: 47.2 38.5 22.8 32.5 19.7 28.0 17.3 15.4 13.9 24.7 22.0 19,9 12.7 1 L7 16.6 10.8 15:4 10.0 14.318.1 Connection FP3 59.7 48.7 41,1 35.5 31.2 27.8 17,7 15.1 e 3" thick Connection FP1 34.9 28.5 24.0 20.7 18.2 16.2 14.6 13.3 18.5 I2.2 11. 5.7 14.6uctionFP248.5 39.6 33.4 28.8 25.3 22.5 20.3 Connecti r__.._ Connection FP4 61.5 50.2 7 7 42.3 48.6 36.5 41.9 32.0 ' 28.6. 25.8 36.8 - 3 6 27A 21.5`: 24.7` 19.9 20,8 17.7. 17.7 42" wide 4" thick Connection FPI Connection FP2 Connection FP3 42.9. 35. 62.9 51.5, 74.2 43. 2 25.5, 19.9 179 16.3 14.9 13.8 12.8 44.1' 32.8 29.2 25.3 3 4: 3.1.0 239 28.2 21.9 ' 25.8 20.2 23.8 18.8 22.1 Connection FP4 00 Conine ection FP9M 65,0 83.2 68.0 54,8 57.3 47.2 49.4 41,4 36,9 43.4 38.6 ` 34.7 30.2 34.0 27.7 9.0- 31. 25.5 26.3 22.1 22.1 22.1• 89.4 73.1 61.6 53.1 46.6 41.5 37:3 Co•nnectionFP10 92,3 75.6 ; 64.0 55.4 48.7 43.4 ! 39.1 35.5 y 31.9 26.3 Notes I . Based on 42" wide Eco-Ficent panel for the following exterior and interior profiles (min Fy = 33 ksi). Exterior profiles: Min 26 ga. Royal, Light Royal, Classic or min 24 ga. Summit, Vintage, Sonewall Interior Profiles: Min 26• ga. Royal or Light Royal 2: For connection Fl? 1, CF panel clips are fastened to min. 14 gage steel with (2) 1/4"-14 Type 3 SDS at all supports. For 12 ga. or thicker steel, 1/4"-20 or -28 Type 5 S,DS may be used. In lieu of self -drilling screws, self -tapping screws may be used. 3. The fastener pattern, FP2, FP3 & FP4, includes CF panel clip attachment plus 1, 2, and 3 Fab-loks fasteners or Bulb-Tite' rivets, respectively, per panel width at supports. Fastener spacing. is 10.5" o.c. from female edge of panel seam. 4. The fastener pattern, FPS, includes CF panel clip attachment plus 4 Fab-lok fastener or Bulb -rite per panel width at supports. Fasteners are located 5.25 from female, edge of panel seam and spaced at 10.5" o.c. 5. Through fasteners are 1/4"-14 Type 3 SDS with nominal 5/8" diameter neoprene bonded washers. in nun I'4 ga. steel. For 12 ga. or thicker steel; 1/4" -20 or -28 Type 5 SDS may be used. In lieu of Iself-drilling screws,self-tapping screws may be used. 4 Fasteners per panel width at max 8.4" o.c. for FP9 and 5 Fasteners per panel width at max 8.4" o.c. for FP10. 6. Allowable positive or suction load is the lowest value of panel bending strength, shear strength, deflection limit and connection strength for each fastener pattern. 7, Allowable loads based on panel stress and deflection design criteria are derived from ASTM E72 structural testing and calculated with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of Ul 80, 8: The panel connection strength was determined from ASTM E1592 testing and the allowable loads are calculated with factor of safety of 2. 9: The structural capacity of the supports are not considered and must be examined independently. 10. Panels must be installed as per Evaluation Report FL 16378.4 and MBCI current installation procedure. t ollllltfl r r C E lyeN' No +•''• ATE OF 0 R .......... 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918'492 5992 1/2 ' NAL± Bala Sockalingam, Ph.D., F.E. 24 t 5' FL 62240 a 42•• Eco-Ficient Panel Design Criteria Allowable Connection Load sf) for Two or More Equal Spans Panel Span `, ft 5 6 7 8 9 10 ,: 11 12 13:- 14 15` ide 5" thic c _ Connection FP1 onnection FP2 Con FP3 Connection Connection FPS 43,6 64,0 ' 75.4 80.8 8 909 35.8 52.4 30.2 44.2 26.0 38.1 22:8- 1433.51 5 39.5 42_.3 44.2 47.5 7 20.3 29.8 35.1 37.6 39.3, 18.3 26.8 31.6 33.8 38.0 16.6 w 24.3 28.7 32.1 34.6 36.1 15.2 22.3 28.1 29.4 , 31.6': 33.1 14.0 24.2 25.9. 27.1 29,2 30.5 A 19.0 22.5 24.1 25,2 27.1 28.3: 61.8 6'6,2 9.3 7 . 77.9 52.2 55.9 58.5 1.8 ' 65. 45.0 48.2 50.4. 54.2ConnectionFP9 Connection FP10, , 95.0 44.2 39.8 42" wide 6" thick . Connection FP Coiuieciton FP2 C6nnecti6n:FP3 Connection Co n FP5 onnectionFP9 Connection FP10 44.2 64.8 7 81.8 85:6 36.3 5 62.8 67.2 70.3 30 _ u 20.7 18.6 27.3 34.4 16.9 24.72 29.2 15.4 14.2 20:9 _.....__9.3 24.6 26.4 13.2.' 19.3 22.8 24.4 25.6 27.5 5.0 53.1 38.8 45.8 49.1 51.3 55.2 34.1 w_ 40.2 43.1 35.8 38.3 22.6 26,7 28.6' 56.8 59.5 63.9 45.1 48.4 550.7 40.1 36.0 32.7 35.2 32,2 `' 27.6 31 A 92.092.Q_' 96.2 75.6 43.1 45:1 38.7 r 40.579,1 66.9 57.7 6,8--:33.7',' 36.8 33.7 Wide EcaFiclent Panel Notes 1. Based on 42" wide. Eco-Ficent panel for the following exterior and interior profiles (min,Fy 33 ksi).. Exterior profiles: Min 26 ga. Royal, Light Royal, Classic or min 24 ga. Summit, Vintage,, Sonewall Interior Profiles: Min 26 ga. Royal or. Light Royal 2. For connection FP1; CF panel clips are fastened to min. 14 gage steel with (2) 1/4"-14 Type 3 SDS at all supports. For 12 ga. or thicker steel, 1/4"-20 or -28 Type 5 SDS maybe used. In lieu of self -drilling screws, self -tapping screws may be used. 3. The fastener pattern, FP2, FP3 & FP4, includes CF panel clip attachment plus 1, 2, and 3.Eab-loks fasteners or Bulb-Tite rivets, respectively, per panel width at supports . Fastener spacing is 10.5" o.c. from female edge of panel seam. 4,' The fastener pattern FPS, in CF panel clip attachment plus 4 Fab--lok fastener or Bulb -Tice per panel width at supports. Fasteners are located 5.25" from female edge of panel seam and spaced at 14.5" o.c. 5: Through fasteners are 1/4"-14 Type 3 SDS with nominal 5/8" diameter neoprene bonded washers in min 14 ga steel. For 12 ga.. or thicker steel, 1/4"-20 or 728 Type 5 SDS may be used. In lieu of self -drilling screws, self -tapping screws may be used. 4 Fasteners per panel width at max 8,4" o.c.. for FP9 and 5 Fasteners per panel width at,max 8.4" o.c. for FP10. 6. Allowable positive or suction load is the lowest value of panel bending strength, shear strength, deflection limit and connection strength for each fastener pattern. 7, •Allowable, loads based on panel stress and deflection design criteria are derived from ASTM E72 structural testing and calculated with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of L/180. 8. The panel connection strength was determined .from ASTM ,El 592 testing and the allowable loads are calculated with factor of safety of 2. . 9, The structural capacity of the supports are nct considered and must be examined independently. 10. Panels must be installed as per Evaluation Report FL 16378.4 and MBCI current installation procedure. tiurrrrrr, SOC ZIA;, G E sir No 6224.0 0 sr E OF W` t .. 1216 N Lansing Ave., Suite C 2/2 - q 2a t Bala Sockalingam, Ph.D., P.E. Tulsa, Ok 74106 FL 62240 918 492 5992 14" & 30" Wide 'Eco-Ficient,Panel Eco- i t Panel Fastener attern Thickness Allowable`Load 'sf) for Two or More 'E uai S ans Panels an ft)_ 4 5 6 7 8 9 10 11 12 24`' wide FP1 2" 5 4" 85:7 67.3 54.3 43.8 48.7 35.6 40,1 43.2 45'. 29.34 37. m . 0 39.9 32.9 33.8 35.5 20.5 27.9 17.3 239 27:8 29.0 90.7 93.1 70.8 72.8 57.8 59.5 62.5 50.1 52.7 30.5 31.997.5 76.5 FP2 2" 2 5° 3" 67.3 54.3 43.8 5;6 46.7 29.3 39.0 24.4 32.9 40.9 43.7 20.5 27.9 35.1 39.6 17.3 23.9 30.0 1 36.0 ' 98.6 110.4 7.4 8 63.65 71.1 - 0.2 64.0 52.3 55.4 46.2 48.94" 117.7 _ 92.3 30" wide FP 1 2" 71.0 55.4 4 . 38.2 33.0 29.1 24.4 26 7 27.4 28.8 1 20,5 " 24 1 24.7 25.9 17.3 22.0 22,5 23.6 2.5 ", 3" 73.3 e®.... _ . _ 75.4 58.9 46.7 48.1 4' 40. 34.0 35.0 29 9 30.7 4" 62.1 50.8 42.8 32.4. FP2 3" 85.7 94 2 98.8 107.4. 67:3 73.6 54.3 boa 43:8 . 50.7 35. 29.3' 24.4 20.5 27 9 . 32.4 33,2. 17.3 ' 23.9 29.5 32.0 43.7 40.3 43.9;,35.2 32 9 a..._ 35.977.2 84.2 63.1 68.9 53.1 58.0 45.8 50.0 FP3 2" 2.5" 85.7 98.6 67.3 77.4 54.3 63.6 43.8 35.6 29.3• 24.4 ttkj0.5 223.9 35.1 36.5 17.3. 0:0 3T 54.0 46.7 50.3 39.0 44.2 32.9 39.:43" 4" 108:4 111.3 84.7 87.3 6 2 71.4 58:3 60.2 51.9 45.5 40.5 i Notes 1. Based on 24" & 30" wide Eco-Ficent panel for the following exterior and interior profiles (min Fy = 33 ksi).. a 4 j Exteriorprofiles: Min 26 ga. Royal, Light Royal, or min 24 ga. Summit, Vintage, Sonewatl or 22 ga. Grand V or -H Interior Profiles: Min 26 ga. Royal or Light Royal 2. For connection FP 1, CF panel.clips are fastened to min. 14 gage steel with (2) 14'- 14 Type,3 SDS at all supports. For 12 ga., or thicker steel, 1/4"-20 or -2S Type 5, SDS maybe used. In lieu of self-drillingscrews, self -tapping screws maybe'used, 3. The fastener pattern, FP2 & FP31, includes CF panel clip attachment plus l and 2 Fab-loks.fastener or Bulb-Tite rivet, respectively, per panel width at supports . Fastener spacing is 10.5".:o.c. from female edge of panel seam. 4. Allowable positive or suction load is the lowest value of panel bending strength, shear strength;° deflection limit and ; connection strength for each fastener pattern. f 5. Allowable loads based on -panel stress and deflection design criteria are derived from ASTM E72 structural testing and calculated. with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of L/180, 6, The panel connection"strength was determined from ASTM E1592 testing and the allowable loads are calculated with factor of safety of 2: 7. The structural capacity of the supports are not considered and must be examined. independently. %01Sst11DCKAutrjr+t e 8. Panels must be installed as per Evaluation Report FL 16378.4 and MBCI current \,',+C N t installation procedure. .` •' S, ••9 y No 62240 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 9184925992 p STAT r 0- ,. E O F ; tt • 1 1/2 Bala Sockaluigam, FL 62240 M 36" Wide Eco-Ficient Panel Eco-Fi Fastener Thickness Allowable Load sf) for Two or MoreFqual S ans Panel n Panel Span ft 4 5 6 T 8 9 11 ]2 54.0 42.2 34.4 29.1 2.5.1, 19.8 17.9 16.3 FPI 2.5" 9 43.7 35.7 30.1 22.8 20.4 26.8 23.5 20.9 18.4 16.7 3" 57,7 1 36.8 18.9 17.2 4" 60.9 47. 3 32.9 28.4: 24.9 22.1 19.9 18.1 2" 65.0 50 4 . 35.0 30.2 26.6 23.8 2Q.55 17.3 36" wide FP2 2.5" 70 4 _ 3" .7 5.0 44.9 32.7- 28.7 25.6 30.8 27.5 23.1 24. 8T 21 .1 22.659.2 48.3 40.7 86.0 67.5 55.2 46.5 40.1 31.3 28.2 25.6 2" 85.7 54.3 43.8 35.6 29,3 .4 20.5 17.3 9 _._ L! P3 r - -- 2 5" 8.8 3" 3 90.3 67.3 69 33 .._ 70.6 56.6 447.7 57.7 4 7 8.6 41.2 36 2 32.> 2, 23.9 41.9 36.8 32.8269 4" 92.7 72.7 59.5 50.1 43.2 37.9 33.7 Notes I . Based on 36" wide Eco-Ficent pane for the following exterior and interior profiles (min Fy = 33 ksi). Exterior profiles: Min 26 ga. Royal, Light Royal or min 24 ga. Summit, Vintage, Sonewall or 22 ga. Grand V or H Interior Profiles: Min 26 ga. Royal or Light Royal 2. For connection FPI, CF panel clips are fastened to min. 14 gage steel with (2) 1/4"-14 Type 3 SDS at all supports. For 12 ga. or thicker steel, 1/4"-20 or -28 Type 5 SDS may be used. In lieu of self -drilling screws, self -tapping screws may be used. 3. The fastener pattern, FP2 & FP3, includes CF panel clip attachment plus 1 and 2 Fab-loks fastener or Bulb-Tite rivet, respectively, per panel width at supports. Fastener spacing is 10.5" o.e, from female edge of panel seam. 4. Allowable positive or suction load is the lowest value of panel bending strength, shear strength, deflection limit and connection strength for each fastener pattern. 5. Allowable loads based on panel stress and deflection design criteria are derived from ASTM E72 structural testing and calculated with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of IJl 80. 6. The panel connection strength was determined from ASTM E1592 testing and the allowable loads are calculated with factor of safety of 2. 7. The structural capacity of the supports are not considered and must be examined independently, 8. Panels must be installed as per Evaluation.Report FL 16378.4 and MBCI current installation procedure. x'11 ll l l lll,r I04.9.K.44I y E *i 0 NO 62240 0 STATE OF tv C.QRla. ON 1216 N Lansing Ave., Suite C 212 Bala Sockalingam, Ph.D., P.E. Tulsa, Ok 74106 FL 62240 918 492 5992 r SSJe' 7 3/7S 7 3ple 7 3/i6' 7 ZAG 3X RX VFE 7.2' PANEL PROFILE & FASTENER SPACING NO_44923 O STATG GF : v SEP I.4 2017 ! i iFCECheck 1111 Applications for compliance with the Florida Building Code, Energy Conservation shall include: X This Checklist X The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. X The compliance report must include the full input report generated by the software as contigous part of the compliance report. aBoxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go to the Project Form, Settings Tab and check the box - "Append Input Report to Compliance Output Report" Then rerun your calculation F'9 p \G ENSU No. 554 fir a S TE0 p NAL N\ `• E ` EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE-90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 1 of 17 PROJECT SUMMARY Short Desc: RABCO-2035 Owner: RINEHART SS ASSOCIATES LLC Addressl: Address2: Enter Address here Description: RINEHART SS ASSOCIATES I City: SANFORD State: FL - Zip: 0 Typo: Warehouse Class.: New -Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 100668 SF Conditioned & UnConditioned Area: 100668 SF No of Stories: 3 Area entered from Plans 0 SF Permit No: 0-- Max Tonnage 5 If different, write in: I%IIIIIIIII /// M.g ............ F,q GEN No. 554 S TE SS/O N A L EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 2 of 17 r r PROJECT SUMMARY Short Desc: RABCO-2035 Owner: RINEHART SS ASSOCIATES LLC Addressl: Address2: Enter Address here Description: RINEHART SS ASSOCIATES I City: SANFORD State: FL - Zip: 0 Typo: Warehouse Class.: New -Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 100668 SF Conditioned & UnConditioned Area: 100668 SF No of Stories: 3 Area entered from Plans 0 SF Permit No: 0-- Max Tonnage 5 If different, write in: I%IIIIIIIII /// M.g ............ F,q GEN No. 554 S TE SS/O N A L EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 2 of 17 F..' f I T 5/13/2018 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 21,573.0 32,200.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report o . CENs No. 55428 a ST E GN EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option Page 3 of 17 CERTIFICATIONS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: ROBERT BEATTIE,PE Building Official: Date: 05-13-2018 Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code ^- Owner Agent: Vv 7 Date: If Required by Florida law, I hereby certify (') that the system design is M compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: ROBERT BEATTIE,PE Reg No: 55428 Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. IIIIIIII//,/ M. B G E NSA No. 554 ' a S TE ss/0 N A L E/ 4 / 011111"0 1 1 'eL EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 4 of 17 r - Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO SANFORD AIRPORT.tm3) I Total Building End Uses 1) Proposed 2) Baseline 1,371.20 2,050.33 21,573 32,200 ELECTRICITY(MBtulkWhl$) 1,371.20 2,05033 401740 600742 21,573 32,200 AREA LIGHTS 390.70 670.20 20650 114470 196374 6,147 10,526 MISC EQUIPINT 220.50 220.50 64599 64599 3,469 3,4-63 PUMPS & MISC 0.10 0.20 25 62 1 3 SPACE COOL 559.80 602.45 164024 176518 8,808 9,461 SPACE HEAT 43.50 70.48 12747 20650 685 1,107 VENT FANS Credits Applied: None Passing Criteria = 32200 Design (including any credits) = 21573 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 67% 156.60 45875 2,463 486.50 142541 S7,640 PASSES EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 5 of 17 Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA _File: FL ORLANDO SANFORD AIRPORT.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units W) (W) Sgft or ft) Ext Light I Main entries Yes 30.00 814.0 24,420 1,200 Tradable Surfaces: 1200 (W) Allowance for Tradable: 25170 (W) PASSES All External Lighting: 1200 (W) Complicance check includes a excess/Base allowance of 750.00(W) Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO _SANFORD_AI-RPORT.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance STORAGE 3 Storage & Warehouse - Bulky 32,233 4 4 PASSES Active Storage STORAGE 3 Storage & Warehouse - Bulky 33,483 4 4 PASSES Active Storage STORAGE 3 Storage & Warehouse - Bulky 33,483 4 4 PASSES Active Storage OFFICE 17 Office - Enclosed 1,470 1 1 PASSES PASSES EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 6 of 17 Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO SANFORD_AIRPORT.tm3) System Report Compliance ZONE -I Systeml Constant Volume Packaged No. of Units System 8 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1600 0.35 0.82 PASSES System -Supply Constant Volume ZONE -2 2ND FL Constant Volume Packaged No. of Units System 8 Component Category Capacity Design Eff Design IPLV Comp - Eft' Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler .(Supply)- 1.600 0.35 0..82 PASSES System -Supply Constant Volume ZONE -3 3RD FL Constant Volume Packaged No. of Units System 8 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1600 0.35 0.82 PASSES System -Supply Constant Volume EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget -Option 5/13/2018 Page 7 of 17 ZONE -4 OFFICE Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Constant Volume Packaged No. of Units None System 1 Component Category Capacity Design Eff Design IPLV Comp- Min Design Max Comp Description Type Category Eff Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 60000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1900 0.29 0.82 PASSES System -Supply Constant Volume PASSES Project: RABCO-2035 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Title: RINEHART SS ASSOCIATES LLC None Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Water Heater Compliance Design Min Design Max Comp Description Type Category Eff Eff Loss Loss liance Water Heater 1 Electric water heater 12 [kW] 1.00 0.96 PASSES ASSES EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 8 of 17 Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO SANFORD_AIRPORT.tm3) Piping System Compliance Category Pipe Dia Is Operating inches] Runout? Temp F] Ins Cond Btu-in/hr SF.F] Ins Req Ins Compliance Thick [in] Thick [in] Heating System (Steam, Steam Condensate, & Hot Water) 0.75 False 105.00 0.28 0.51 0.50 PASSES PASSES EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) —Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget -Option 5/13/2018 Page 9 of 17 n Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes NIA Exempt I Insulation 5.8.1.2 I Insulation 5.8.1.2 Insulation 5.5.3.5 Insulation 6.4.4.1.5 Fenestration 5.5.3.6 SYSTEM—SPECIFIC 6.5.1, 6.5.1.1, 6.5.1.3, 6.5.1.4 SYSTEM—SPECIFIC 6.5.1, 6.5.1.2, 6.5.1.3 SYSTEM—SPECIFIC 6.5.1.5 SYSTEM—SPECIFIC 6.5.2.2.1 SYSTEM—SPECIFIC 6.5.2.2.3 SYSTEM—SPECIFIC 6.5.1.6 I SYSTEM—SPECIFIC 6.5.3.1.1 I SYSTEM_SPECIFIC HVAC SYSTEM—SPECIFIC SYSTEM—SPECIFIC Insulation Insulation Controls SYSTEM—SPECIFIC SYSTEM—SPECIFIC SYSTEM—SPECIFIC 6.5.3.1.2 6.5.6.1 7.4.2 7.5.2 5.8.1.2 5.8.1.2 10.4.3 6.4.1.1, 6.8.1-7a 6.4.1.1, 6.8.1-7b 6.4.1.1, 6.8.1-7c Envelope Envelope Envelope Envelope Envelope Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Mechanical Envelope Envelope Mechanical Mechanical Mechanical Mechanical Below -grade wall insulation installed per manufacturersET""s instructions. Slab edge insulation installed per manufacturers TMS instructions. Slab edge insulation depth/length. Bottom surface of floor structures incorporating radiant heating insulated to >=R-3.5. U -factor of opaque doors associated with the building thermal envelope meets requirements. Air economizers provided where required (and not exempted), meet the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. Economizer operation will not increase heating energy use during normal operation. Three -pipe hydronic systems using a common return for hot and chilled water are not used. Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 AIF dewpoint if an economizer is required. HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. HVAC fan motors not larger than the first available motor size greater than the bhp. Exhaust air energy recovery on systems meeting Tables 6.5.6.1-1, and 6.5.6.1-2. Service water heating equipment meets efficiency requirements. Service water heating equipment used for space heating complies with the service water beating equipment requirements. Above -grade wall insulation installed per manufacturers€TM's instructions. Floor insulation installed per manufacturers€TMs instructions. Elevators are designed with the proper lighting, ventilation power, and standby mode. Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 Heat Rejection Equipment: Minimum Efficiency RequirementTable 6.8.1-7 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE-90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 10 of 17 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7d Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.5.5.3 Mechanical Centrifugal fan open -circuit cooling towers having combined rated capacity >= 1100 gpm meets Plan Review 4.2.2, 6.4.4.2.1, minimum efficiency requirement: Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7e Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7f Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7g Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7. SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7h Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7i Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 7.5.3 Mechanical Gas-fired water -heating equipment installed in new buildings: where a singular piece of Plan Review 4.2.2, 8.4.1.1, water -heating equipment= 1,000 kBtu/h serves 8.4.1.2, 8.7 the entire building, thermal efficiency must be >_ 90 Et. Where multiple pieces of water -heating equipment serve the building with combined rating Js >= 1.,000 kBtu/h, the combined input -capacity -weighted -average thermal Plan Review 4.2.2, 9.4.3, 9.7 efficiency , thermal efficiency must be >= 90 Et. Exclude input rating of equipment in individual dwelling units and equipment — 100 kBtu/h. Plan Review 4.2.2, 5.4.3.1.1, 5.7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. Plan Review 4.2.2, 6.4.4.2.1, Mechanical Plans, specifications, and/or calculations provide 6.7.2 all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plan Review 4.2.2, 7.7.1, 10.4.2 Mechanical Plans, specifications, and/or calculations provide all .information with which .compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plan Review 4.2.2, 8.4.1.1, Project Plans, specifications, and/or calculations provide 8.4.1.2, 8.7 all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Plan Review 4.2.2, 9.4.3, 9.7 Interior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page i l of 17 Insulation 5.8.1.7.3 Envelope Insulation in contact with the ground has <=0.3% 0 El El water absorption rate per ASTM C272. Air Leakage 5.4.3.4 Envelope Vestibules are installed where building entrances El 1:1 0 separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -dosing devices, and are >=7 It apart (>= 16 ft apart for adjoinging floor area >= 40000 sq.ft.). Vestibule floor area <=7 50 sq.fl. or 2 percent of the adjoining conditioned floor area. HVAC 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls El El to shut off fan when not required. HVAC 6.4.3.8 Mechanical Demand control ventilation provided for spaces 500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent 1:1 reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. SYSTEM—SPECIFIC 6.5.3.1.3 Mechanical Fans have efficiency grade (FEG) >= 67. The total efficiency of the fan at the design point of operation <= 15% of maximum total efficiency of the fan. SYSTEM—SPECIFIC 6.5.3.5 Mechanical Motors for fans >= 1/12 hp and < 1 hp are electronically -commutated motors or have a minimum motor efficiency of 70%. These motors are also speed adjustable for either balancing or remote control. SYSTEM—SPECIFIC 6.4.3.10 Mechanical DDC system installed and capable of providing control logic including monitoring zone and system demand for fan pressure, pump pressure, heating, and cooling; transferring zone and system demand information from zones to air distribution system controllers and from air distribution systems to heating and cooling plant controllers; automatically detecting and alerting system operator when zones and systems excessively drive the reset logic; allow operator removal of zone(s) from the reset algorithm; AND capable of trending and graphically displaying input and output points. SYSTEM—SPECIFIC 6.5.3.2.3 -Mechanical Reset static pressure setpoint for DDC controlled 000 VAV boxes reporting to central controller based on the zones requiring the most pressure. Controls provide: zone damper monitoring or indicator of static pressure need; autodetection, alarm, and operator override of zones excessively triggering reset logic. SYSTEM—SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. SYSTEM—SPECIFIC 6.5.3.4 Mechanical Multiple zone HVAC systems have supply air 0 1:1 C1 temperature reset controls. SYSTEM—SPECIFIC 6.5.4.1 Mechanical System turndown requirement met through multiple single -input boilers, one or more modulating boilers, or a combination of single -input and modulating boilers. Boiler input between 1.0 MBtu/h and 5 MBtu/h has 3:1 turndown ratio, boiler input between 5.0 MBtu/h and 10 MBtu/h has 4:1 turndown ratio, boiler input > 10.0 MBtu/h has 5:1 turndown ratio. HVAC 6.5.4.2 Mechanical HVAC pumping systems >10 hp designed for 000 variable fluid flow. SYSTEM—SPECIFIC 6.5.4.3, 6.5.4.3.1, Mechanical Fluid flow shutdown in pumping systems to 6.5.4.3.2 multiple chillers or boilers when systems are shut down. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 12 of 17 SYSTEM—SPECIFIC 6.5.4.4 Mechanical Temperature reset by representative building loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM—SPECIFIC 6.5.4.5.2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with -pump .systems >5-hp.have controls or devices to reduce pump motor demand. SYSTEM—SPECIFIC 6.5.4.6 Mechanical Chilled -water and condenser water piping sized according to design flow rate and total annual hours of operation (Table 6.5.4.6). SYSTEM—SPECIFIC 6.5.5.2.1 Mechanical Fan systems with motors >=7.5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM—SPECIFIC 6.5.5.2.2 Mechanical Multicell heat rejection equipment with variable -speed fan drives installed that operate the maximum number of fans allowed that comply with manufacturers specs and control all fans to the same fan speed required for the instantaneous cooling duty. SYSTEM—SPECIFIC 6.5.5.2.3 Mechanical NA HVAC 6.5.7.1.1 Mechanical Kitchen hoods>5,000 cfm have make up air El 0 50% of exhaust air volume. U HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air El n 50% of exhaust air volume. SYSTEM—SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM—SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM—SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems >=5,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only L L radiant heat. SYSTEM—SPECIFIC 7.5.1 Mechanical Combined space and water heating system not El allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20 -Amp rl receptacles are controlled by an automatic control device. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where applicable. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. SYSTEM—SPECIFIC 6.4.3.3.3 Mechanical Systems with setback controls and DDC include El optimum start controls. Optimum start algorithm considers mass radiant slab floor temperature. SYSTEM—SPECIFIC 6.4.3.3.4 Mechanical Zone isolation devices and controls. Wattage 9.4.2 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE-90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 13 of 17 Insulation 5.8.1.7 Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. HVAC 6.4.3.7 Mechanical Freeze protection and snow/ice melting system sensors for future connection .to -controls. Air Leakage 5.4.3.1 Envelope Continuous air barrier is wrapped, sealed, caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory -built and site -assembled fenestration and doors are labeled or certified as meeting air leakage requirements. Fenestration 5.8.2.1, 5.8.2.3, Envelope Fenestration products rated (LI -factor, SHGC, and 5.8.2.4, 5.8.2.5 VT) in accordance with NFRC or energy code defaults are used. Fenestration 5.8.2.2 Envelope Fenestration and door products are labeled, or a signed and dated certificate listing the LI -factor, SHGC, VT, and air leakage rate has been provided by the manufacturer. SYSTEM—SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water 1-1 El heating systems (<=120A°F to maximum temperature for intended use). SYSTEM—SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically rl switch off the recirculating hot-water system or heat trace. SYSTEM—SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage water tanks. HVAC 6.4.1.4, 6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA El El HVAC equipment labeled as meeting 90.1. SYSTEM—SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.4.3.4:2, 6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized 1:1 0 dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6.5.3.2.1 Mechanical DX cooling systems >= 75 kBtu/h (>= 65 kBtu/h 1:1 El effective 1/2016) and chilled -water and evaporative cooling fan motor hp >= A'/. designed to vary indoor fan airflow as a function of load and comply with operational requirements. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated. Where ducts 1-1 El or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static pressure and location. SYSTEM—SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM—SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each SYSTEM—SPECIFIC 6.5.2.2.2 Mechanical zone. Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15 A°F, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to <=30 A°F. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90,1-2013 - Energy Cost Budget Option 5/13/2018 Page 14 of 17 1 HVAC 6.5.2.4.1 Mechanical Humidifiers with airstream mounted preheating jackets have preheat auto -shutoff value set to activate when humidification is not required. HVAC 6.5.2.4.2 Mechanical Humidification system dispersion tube hot surfacesinthe airstreamsofducts.or-air-handling units insulated >= R-0.5. SYSTEM—SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned so setpoint <=1.2 in. w.c. design pressure. SYSTEM—SPECIFIC 6.5.4.5.1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM—SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat water to 85 A°F or provide 60% of peak heat rejection is installed for preheating of service hot water. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. SYSTEM—SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: 240 kBtu/h s€" 15% 240 kBtu/h s€" 10% HVAC 6.4.3.9 Mechanical Heating for vestibules and air curtains include automatic controls that shut off the heating system when outdoor air temperatures > 45F. Vestibuleheating systems controlled .by.a thermostat in the vestibule with setpoint <= 60F. Controls 6.5.10 Mechanical Doors separating conditioned space from the 11 El F1 outdoors have controls that disable/reset heating and cooling system when open. Controls 9.4.1.1 Interior Lighting Automatic control requirements prescribed in Table 9.6.1, for the appropriate space type, are installed. Mandatory lighting controls (labeled as REQ') and optional choice controls (labeled as ADD1' and 'ADD2') are implemented. Controls 9.4.1.1 Interior Lighting Independent lighting controls installed.per 0 0^ approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.2 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.1f Interior Lighting Daylight areas under skylights and roof monitors that have more than 150 W combined input power for general lighting are controlled by photocontrols. Controls 9.4.1.4 Exterior Lighting Automatic lighting controls for exterior lighting 0 installed. Controls 9.4.1.3 Interior Lighting Separate lighting control devices for specific uses ri installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6.4 Interior Lighting Where space LPD requirements are adjusted El 1:1 n based on room cavity ratios, dimensions are consistent -with approved plans. Insulation 5.5.3.1 Envelope Roof R -value. For some ceiling systems, verification may need to occur during Framing Inspection. Insulation 5.8.1.2, 5.8.1.3 Envelope Roof insulation installed per manufacturers€Tms instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with R -value or insulation certificate has been provided listing R -value and other relevant data. Insulation 5.8.1.9 Envelope Building envelope insulationextends overthe full L 1:1 area of the component at the proposed rated R or U value. Insulation 5.8.1.4 Envelope Eaves are baffled to deflect air to above the 1:1 El 0 insulation. Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 15 of 17 w Insulation Insulation Insulation Insulation SYSTEM–SPECIFIC HVAC HVAC HVAC SYSTEM–SPECIFIC HVAC I HVAC SYSTEM SPECIFIC SYSTEM–SPECIFIC SYSTEM–SPECIFIC SYSTEM–SPECIFIC SYSTEM–SPECIFIC Wattage SYSTEM–SPECIFIC SYSTEM–SPECIFIC SYSTEM–SPECIFIC I Plan Review 5.8.1.6 5.8.1.7.1 5.8.1.7.2 5.8.1.8 6.4.3.1.1 6.4.3.1.2 6.4.3.2 6.4.3.3.1 6.4.3.5 6.4..3.6 6.4.3.6 7.4.4.3 7.4.4.4 7.4.5.1 7.4.5.2 7.4.5.3 9.2.2.3 7.4.3 7.4.3 7.4.3 6.7.2.4 Plan Review 6.7.2.4 Post Construction 6.7.2.1 Envelope Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. Envelope Attics and mechanical rooms have insulation protected where -adjacent to attic or -equipment access. Envelope Foundation vents do not interfere with insulation. Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Mechanical Heating and cooling to each zone is controlled by a thermostat control. Mechanical Thermostatic controls have a 5 A°F deadband. Mechanical Temperature controls have setpoint overlap restrictions. Mechanical HVAC systems equipped with at least one automatic shutdown control. Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. Mechanical When.humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. Mechanical Public lavatory faucet water temperature —110A F. Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. Mechanical Pool covers are provided for heated pools and pools heated to->90A°F have a cover > R-12. Mechanical Time switches are installed on all pool heaters and pumps. Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Mechanical All piping in circulating system insulated Mechanical first 8 ft of outlet piping is insulated Mechanical All heat traced or externally heated piping insulated Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects -50,000 V. Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects -50,000 ft2. Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. N 0 0 N N N EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 16 of 17 Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is r] M provided for HVAC systems serving zones >5,000 ft2 of conditioned area. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Post Construction 8.7.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and El 1:1 0 equipment to the building owner or designated representative. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 17 of 17 EnergyGauge Summit® v6.00 INPUT DATA REPORT 5/13/2018 EnergyGauge Summit® v6.00 1 Zones Proiect Information Project Name: RABCO-2035 Orientation: 0 Deg Clockwise. Walls & Windows will Project Title: RINEHART SS ASSOCIATES LLC BuildingType: YP be rotated accordingly Warehouse Address: Building Classification: New Finished building ls11 Enter Address here lsl1 State: FL_ No.of Stories: 3 Zip: 0 GrossArea: 100668 SF Owner: RINEHART SS ASSOCIATES LLC Zone 2 CONDITIONED 33482.7 1 33482.7 5/13/2018 EnergyGauge Summit® v6.00 1 Zones No Acronym Description Type Area Multiplier Total Area ls11 lsl1 1 IST FLOOR Zone 2 CONDITIONED 32233.0 1 32233.0 2 2ND FLOOR Zone 2 CONDITIONED 33482.7 1 33482.7 3 3RD FLOOR Zone 3 CONDITIONED 33482.7 1 33482.7 4 OFFICE Zone 4 CONDITIONED 1470.0 1 1470.0 5/13/2018 EnergyGauge Summit® v6.00 1 No Type Category In Zone: IST FLOOR Spaces In Space: STORAGE . 4 1 Recessed Fluorescent - General Lighting No vent No Acronym Description Type Depth Width Height Multi Total Area Total Volume In Zone: 3RD FLOOR In Space: STORAGE IN ft] ft] plier sf] cf] In Zone: OFFICE In Zone: IST FLOOR 1 Recessed Fluorescent - General Lighting No vent 1 STORAGE ZolSp4 Storage & Warehouse - 213.04 151.30 12.30 1 32233.0 396465.3 El Bulky Active Storage In Zone: 2ND FLOOR 1 STORAGE ZolSp4 Storage & Warehouse - 221.30 151.30 11.50 1 33482.7 385050.9 El Bulky Active Storage In Zone: 3RD FLOOR 1 STORAGE ZolSp4 Storage & Warehouse - 221.30 151.30 10.60 1 33482.7 354916.5 Bulky Active Storage In Zone: OFFICE 1 OFFICE OFFICE Office - Enclosed 42.00 35.00 12.38 1 1470.0 18191.3 No Type Category In Zone: IST FLOOR In Space: STORAGE . 4 1 Recessed Fluorescent - General Lighting No vent 4 D In Zone: 2ND FLOOR In Space: STORAGE 1 I Recessed Fluorescent - General Lighting No vent In Zone: 3RD FLOOR In Space: STORAGE 1 Recessed Fluorescent - General Lighting No vent In Zone: OFFICE In Space: OFFICE 1 Recessed Fluorescent - General Lighting No vent Lighting No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts 200 60 12000 Programmable timer 4 F1 without Daylighting 200 60 12000 Programmable timer 4 without Daylighting 200 60 12000 Programmable timer 4 D without Daylighting 23 60 1380 Programmable timer 1 without Daylighting 5/13/2018 EnergyGauge Summit® v6.00 2 5/13/2018 EnergyGauge Summit® v6.00 Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R -Value ftl ft] plier sfl Btulhr. sf. F] Capacity Ib/cf] [h.sf.FBtu] Btu/sEF] In Zone: IST FLOOR I PrVo3Wal Hollow core flush 1,513.00 12.38 1 18723.4 South 0.9090 9.200 69.00 1.1 2 PrOZo3Wal Hollow core flush 114.67 12.38 1 1419.0 North 0.9090 9.200 69.00 1.1 3 PrOZo3Wal R-19 Insulated Panel 206.00 12.30 1 2533.8 West 0.0527 5.242 57.14 19.0 4 PrQZo3 Wal R-19 Insulated Panel 235.00 12.30 1 2890.5 East 0.0527 5.242 57.14 19.0 In Zone: 2ND FLOOR I PrOZo3Wal R-19 Insulated Panel 151.30 11.50 1 1740.0 South 0.0527 5.242 57.14 19.0 2 PrOZo3Wal R-19 Insulated Panel 151.30 12.30 1 1861.0 North 0.0527 5.242 57.14 19.0 3 PrOZo3Wal R-19 Insulated Panel 221.30 11.50 1 2545.0 West 0.0527 5.242 57.14 19.0 4 Pr0Zo3Wa1 R-19 Insulated Panel 221.30 11.50 1 2545.0 East 0.0527 5.242 57.14 19.0 In Zone: 3RD FLOOR I Pr0Zo3Wa1 R- 19 Insulated Panel 151.30 10.50 1 1588.7 South 0.0527 5.242 57.14 19.0 2 PrOZo3Wal R-19 Insulated Panel 151.30 10.50 1 1588.7 North 0.0527 5.242 57.14 19.0 3 Pr0Zo3Wa1 R- 19 Insulated Panel 221.30 10.50 1 2323.7 West 0.0527 5.242 57.14 19.0 4 Pr0Zo3Wa1 R-19 Insulated Panel 221.30 10.50 1 2323.7 East 0.0527 5.242 57.14 19.0 In Zone: OFFICE 1 PrOZo3Wal R-19 Insulated Panel 35.00 12.30 1 430.5 West 0.0527 5.242 57.14 19.0 2 Pr0Zo3Wa1 R- 19 Insulated Panel 42.00 12.00 1 504.0 North 0.0527 5.242 57.14 19.0 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf Fl IN [ft] plier sf] In Zone: 2ND FLOOR In Wall: Pr0Zo3Wa1 1 Pr0Zo3Wal Wil South No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 Pr0Zo3WalWi1 North No 0.2900 0.38 0.70 3.00 5.00 17 255.0 2 PrOZo3Wa]Wil West No 0.2900 0.38 0.70 3.00 5.00 34 510.0 5/13/2018 EnergyGauge Summit® v6.00 In Zone: 3RD FLOOR In Wall: PrOZo3Wa1 1 PrOZo3Wa1Wil South No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 PrOZ0%lWil North No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 PrOZo3WalWil West No 0.2900 0.38 0.70 3.00 5.00 34 510.0 In Zone: IST FLOOR In Wall: PrOZo3Wa1 1 PrOZ0%lWil West No 0.2900. 0.38 0.70 3.00 5.00 8 120.0 1 PrOZ0%lWil East No 0.2900 0.38 0.70 3.00 5.00 8 120.0 e In Zone: OFFICE In Wall: Pr0Zo3Wa1 1 PrOZo3Wa1 Wil West No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 PrOZo3WalWil North No 0.2900 0.38 0.70 3.00 5.00 17 255.0 HI Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value IN IN plier sl] Btu/hr. sf. F] lb/cf] [Btu/sE F] h.sEFBtul In Zone: IST FLOOR In Wall: Pr0Zo3Wa1 I Pr0Zo3Wa3Drl Aluminum door, No 3.83 7.00 1 26.8 0.1919 43.67 0.53 5.21 1.25 in. polystyrene In Wall: Pr0Zo3Wal 1 Pr0Zo3Wa4Drl Aluminum door, No 3.83 7.00 1 26.8 0.1919 43.67 0.53 5.21 1.25 in. polystyrene Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value IN IN plier sfl deg] Btu/hr. Sf. F] Btu/sf. F) Ib/cfl h.sf.F/Btu) In Zone: 3RD FLOOR 1 Pr0Zo7Rfl R-11 Insul. & R-19 151.30 221.30 1 33482.7 0.00 0.0333 0.67 4.47 30.0 Vinly Backed Insul. 5/13/201$ EnergyGauge Summit® v6.00 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Mpltiplier Area Total Area Btu/hr sf F] IN [ft] [Sf[ [Stj In Zone: In Roof: I ZONE -1. 5/13/2018 System] No Description Type In Zone: IST FLOOR 1 PrOZOIFII Concrete floor, H (Effec) Multi Area carpet and rubber Heat Cap. Dens. pad In Zone: 2ND FLOOR ft] plier sf] [Btu/hr. sf. FJ 1 PrOZOIFII Concrete floor, h.sf.FBtp] carpet and rubber 213.04 1 32233.0 pad In Zone: 3RD FLOOR 1.32 1 PrOZOIFII Concrete floor, 33482.7 0.7570 carpet and rubber 140.00 1.32 pad In Zone: OFFICE 33482.7 0.7570 1 PrOZo8F11 Concrete floor, 1.32 carpet and rubber 42.00 1 1470.0 pad I ZONE -1. 5/13/2018 System] Systems Constant Volume Packaged System Capacity Efficiency IPLV EnergyGauge Summit® v6.00 No. Of Units 8 5 Floors Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value ft] ft] plier sf] [Btu/hr. sf. FJ Btu/sf. F] Ib/cf] h.sf.FBtp] 151.30 213.04 1 32233.0 0.7570 28.00 140.00 1.32 151.30 221.30 1 33482.7 0.7570 28.00 140.00 1.32 151.30 221.30 1 33482.7 0.7570 28.00 140.00 1.32 35.00 42.00 1 1470.0 0.7570 28.00 140.00 1.32 Systems Constant Volume Packaged System Capacity Efficiency IPLV EnergyGauge Summit® v6.00 No. Of Units 8 5 I 2 3 Cooling System Heating System Air Handling System -Supply ZONE -2 2ND FL Component Category 1 2 3 Cooling System Heating System Air Handling System -Supply ZONE -3 3RD FL Component Category 1 2 3 Cooling System Heating System Air Handling System -Supply ZONE -4 OFFICE Component Category 1 2 3 Cooling System Heating System Air Handling System -Supply El El Constant Volume Packaged System 48000.00 14.00 32755.00 3.00 1600.00 0.35 12.30 Constant Volume Packaged System No. Of Units 8 Capacity Efficiency IPLV 48000.00 14.00 32755.00 3.00 1600.00 0.35 12.30 El Constant Volume Packaged System No. Of Units 8 Capacity Efficiency IPLV 48000.00 14.00 32755.00 3.00 1600.00 0.35 12.30 El El Constant Volume Packaged System No. Of Units 1 Capacity Efficiency IPLV 60000.00 14.00 32755.00 3.00 1900.00 0.29 12.30 Plant Equipment Category Size Inst.No Eff. IPLV 5/13/2018 EnergyGauge Summit® v6.00 6 Water Heaters W -Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 20 [Gal] 3 [kW] 1.0000 [Ef] [Btu/h] Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sEF] ApLbWndl User Defined 1 0.2900 0.3800 0.7000 5/13/2018 EnergyGauge Summit® v6.00 7 Ext -Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire- sVft/No] W] 1 Ext Light 1 Main entries 16 75 814.00 Photo Sensor control 1200.00 Piping Operating Insulation Nomonal pipe Insulation Is Runout? No Type Temperature Conductivity Diameter Thickness F] [ Btu-in/h.sf.F] in] in] I Heating System (Steam, Steam Condensate, & 105.00 0.28 0.75 0.51 No Hot Water) Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sEF] ApLbWndl User Defined 1 0.2900 0.3800 0.7000 5/13/2018 EnergyGauge Summit® v6.00 7 5/13/2018 EnergyGauge Summit® v6.00 Materials Used Only R -Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used h.sEFBtul IN Btu/h.ft.Fl Ib/cfl Btu/lh.FI 264 71264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 I- 1/41N, 151 Matl151 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 41N 178 Mad 178 CARPET W/RUBBER PAD Yes 1.2300 72 Mat172 AIR LAYER, 3/41N OR Yes 0.9000 LESS, VERT. WALLS 266 Mat1266 2x4@16" oc + RI l Batt No 8.3343 0.2917 0.0350 9.70 0.2000 105 Matl105 CONC BLK HW, 81N, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 12 Mad 12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 23 Matl23 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 279 Mat1279 Solid core flush (2.25') Yes 2.8537 284 Mat1284 Polystyrene core (18 ga steel) Yes 2.0071 285 Mat1285 1 Polyurethane core (18 ga Yes 2.5983 steel) 2 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sEF] Btu/sEFI lb/ctl h.sf.FBtul 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2 Layer Material Material Thickness Framing No. ft] Factor 1 264 ALUMINUM, 1/161N 0.0050 0.000 2 214 POLYSTYRENE, EXP., 1-1/41N, 0.1042 0.000 3 264 ALUMINUM, 1/16 IN 0.0050 0.000 5/13/2018 EnergyGauge Summit® v6.00 5/13/2018 EnergyGauge Summit® v6.00 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sEF] Btu/sf.F] Ib/cl] h.sEF/Btu] 1004 Concrete floor, carpet and rubber pad No No 0.76 28.00 140.00 1.3 Layer Material Material Thickness Framing No. IN Factor 1 151 CONC HW, DRD, 140LB, 41N 1.0000 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sEF] Btu/sf.F] Ib/ct] h.sEFBtu] 1019 R-19 Insulated Panel No No 0.05 5.24 57.14 19.0 Layer Material Material Thickness Framing No. IN Factor 1 266 2x4916" oc + RI I Batt 0.2917 0.000 2 72 AIR LAYER, 3/41N OR LESS, VERT. 0.000 WALLS 3 279 Solid core flush (2.25') 0.000 4 285 Polyurethane core (18 ga steel) 2 0.000 5 284 Polystyrene core (18 ga steel) 1 0.000 6 178 CARPET W/RUBBER PAD 0.000 7 72 AIR LAYER, 3/41N OR LESS, VERT. 0.000 WALLS 8 47 2 in. Heavyweight concrete 0.1670 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.F] BtuAfF] Ib/ct] h.sfF/Btu] 1022 Hollow core flush No No 0.91 9.20 69.00 1.1 Layer Material Material Thickness Framing No. IN Factor 1 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.000 5/13/2018 EnergyGauge Summit® v6.00 5/13/2018 EnergyGauge Summit® v6.00 10 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] Ib/c1] [h.sf.FBtul 1047 R-11 Insul. & R-19 Vinly l3acked Insul. No No 0.03 0.67 4.47 30.0 Layer Material Material Thickness Framing No. IN Factor 1 23 6 in. Insulation 0.5000 0.000 2 12 3 in. Insulation 0.2500 0.000 5/13/2018 EnergyGauge Summit® v6.00 10 s! x600 Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: X This Checklist The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. r7 The compliance report must include the full input report generated by the software as conti.gous .part of the .compliance report. Boxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go to the Project Form, Settings Tab and check the box "Append Input Report to Compliance Output Report" Then rerun your calculation J%tillIffl,/.* 1 11 M.8 p . \GENS No. 5542 ST E ss EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 -energy Cost Budget Option 5/13/2018 Page 1 of 17 j Y l PROJECT SUMMARY Short Desc: RABCO-2035 Owner: RINEHART SS ASSOCIATES LLC Addressl: Address2: Enter Address here Description: RINEHART SS ASSOCIATES I City: SANFORD State: FL - Zip: 0 Type: Warehouse Class; New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 100668 SF Conditioned & UnConditioned Area: 100668 SF No of Stories: 3 Area entered from Plans 0 SF Permit No: 0-- Max Tonnage 5 If different, write in: EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 2 of 17 i t Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 21,573.0 32,200.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report I M.8 ENs No.5 8 ' a ATE Q 9/ON A EnergyGauge Summit® Fla/Com-2017. TAM 2017-1:0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 3 of 17 I t CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: ROBERT BEATTIE,PE Building Official: Date: 05-13-2018 Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: /( Date: V If Required by Florida haw, I hereby certify (*) that the system design is In compliance -with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: ROBERT BEATTIE,PE Reg No: 55428 Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. M. Q p e.\ C E NSc No. 554 a S TEi 0 'cZ ORI 0 N.A . EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 4 of 17 r Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA F41e: FL ORLANDO_SANF-ORH_AIRP-ORTArn3) Building End Uses 1) Proposed 2) Baseline Total Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA F41e: FL ORLANDO_SANF-ORH_AIRP-ORTArn3) Building End Uses EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 5 of 17 1) Proposed 2) Baseline Total 1,371.20 2,050.33 21,573 32,200 ELECTRICITY(MBtulkWhl$) 1,371.20 2,050.33 401740 600742 21,573 32,200 AREA LIGHTS 390.70 670.20 114470 196374 6,147 10,526 MISC EQUIPMT 220.50 220.50 64599 64599 3,469 3,463 PUMPS & MISC 0.10 0.20 25 62 1 3 SPACE COOL 559.80 602.45 164024 176518 8,808 9,461 SPACE HEAT 43.50 70.48 12747 20650 685 1,107 VENT FANS 156.60 486.50 45875 142541 2,463 7,640 Credits Applied: None PASSES Passing Criteria = 32200 Design (including any credits) = 21573 Passing requires Proposed Building cost to be at most 100% of Baseline .cost. This Proposed Building is .at .67% EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 5 of 17 Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO SANFORD_AIRPORTAm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units W) (W) I ft or ft) Ext Light 1 Main entries Yes 30.00 814.0 24,420 1,200 Tradable Surfaces: 1200 (W) Allowance for Tradable: 25170 (W) PASSES All External Lighting: 1200 (W) Complicance check includes a excess/Base allowance of 750.00(W) Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL= ORLANDO_SANFORD AIRP-ORT.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance STORAGE 3 Storage & Warehouse - Bulky 32,233 4 4 PASSES Active Storage STORAGE 3 Storage & Warehouse - Bulky 33,483 4 4 PASSES Active Storage STORAGE 3 Storage & Warehouse - Bulky 33,483 4 4 PASSES Active Storage OFFICE 17 Office - Enclosed 1,470 1 1 PASSES PASSES EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 6 of 17 Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO SANFORD AIRPORT.tm3) System Report Compliance ZONE -1 Systeml Constant Volume Packaged No. of Units System 8 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1600 0.35 0.82 PASSES System -Supply Constant Volume ZONE -2 2ND FL Constant Volume Packaged No. of Units System 8 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler.(S.upply) - 1,60.0 0.35 0.82 PASSES . System -Supply Constant Volume ZONE -3 3RD FL Constant Volume Packaged No. of Units System 8 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1600 0.35 0.82 PASSES System -Supply Constant Volume EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 7 of 17 ZONE -4 OFFICE Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Constant Volume Packaged No. of Units Type: Warehouse System I Component Category Capacity Design Eff Design IPLV Comp- Min Design Max CompDescriptionTypeCategoryEff Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 60000 14.00 14.00 12.30 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 32755 3.00 2.34 PASSES Heating Mode) < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1900 0.29 0.82 PASSES System -Supply Constant Volume PASSES Project: RABCO-2035 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Title: RINEHART SS ASSOCIATES LLC Type: Warehouse None Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Water Heater Compliance Design Min Design Max CompDescriptionTypeCategoryEffEffLossLossliance Water Heater 1 Electric water heater 12 [kW] 1.00 0.96 PASSES PASSES EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 8 of 17 Project: RABCO-2035 Title: RINEHART SS ASSOCIATES LLC Type: Warehouse WEA File: FL -ORLANDO SANFORD AIRPORT.tm3) Piping System Compliance Category Pipe Dia Is Operating inches] Runout? Temp F] Ins Cond Btu-in/hr SF.F] Ins Req Ins Compliance Thick [in] Thick [in] Heating System (Steam, Steam Condensate, & Hot Water) 0.75 False 105.00 0.28 0.51 0.50 PASSES PASSES EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 9 of 17 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes NIA Exempt Insulation 5.8.1.2 Envelope Below -grade wall insulation installed per El El manufacturers€TM's instructions. Insulation 5.8.1.2 Envelope Slab edge insulation installed per manufacturers 0 El TMs instructions. Insulation 5.5.3.5 Envelope Slab edge insulation depth/length. Insulation 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating radiant heating insulated to -R-3.5. Fenestration 5.5.3.6 Envelope U -factor of opaque doors associated with the building thermal envelope meets requirements. SYSTEM—SPECIFIC 6.5.1, 6.5.1.1, Mechanical Air economizers provided where required (and not M 6.5.1.3, 6.5.1.4 exempted), meet the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM—SPECIFIC 6.5.1, 6.5.1.2, Mechanical Water economizers provided where required, O 6.5.1.3 meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM—SPECIFIC 6.5.1.5 Mechanical Economizer operation will not increase heating 1:1 E energy use during normal operation. SYSTEM—SPECIFIC 6.5.2.2.1 Mechanical Three -pipe hydronic systems using a common 0 M return for hot and chilled water are not used. SYSTEM—SPECIFIC 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM—SPECIFIC 6.5.1.6 Mechanical Water economizer specified on hydronic cooling 1:1 M M and humidification systems designed to maintain inside humidity at >35 A°F dewpoint if an economizer is required. SYSTEM—SPECIFIC 6.5.3.1.1 Mechanical HVAC fan systems at design conditions do not M El exceed allowablefan system motor nameplate hp or fan system bhp. SYSTEM—SPECIFIC 6.5.3.1.2 Mechanical HVAC fan motors not larger than the first available El motor size greater than the bhp. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting 0 Tables 6.5.5.1-1, and 6.5.6.1-2. SYSTEM—SPECIFIC 7.4.2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM—SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space El M heating complies with the service water beating equipment requirements. Insulation 5.8.1.2 Envelope Above -grade wall insulation installed per LIJ manufacturers€TMs instructions. Insulation 5.8.1.2 Envelope Floor insulation installed per manufacturersETMS 1:1 M instructions. Controls 10.4.3 Mechanical Elevators are designed with the proper lighting, M ventilation power, and standby mode. SYSTEM—SPECIFIC 6.4.1.1, 6.8.1-7a Mechanical Heat Rejection Equipment: Minimum Efficiency M Requirement Table 6.8.1-7 SYSTEM—SPECIFIC 6.4.1.1, 6.8.1-7b Mechanical Heat Rejection Equipment: Minimum Efficiency El El Requirement Table 6.8.1-7 SYSTEM—SPECIFIC 6.4.1.1, 6.8.1-7c Mechanical Heat Rejection Equipment: Minimum Efficiency El El ri RequirementTable 6.8.1-7 EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 80.1-2013 - Energy Cost Budget Option 5/13/2018 Page 10 of 17 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7d Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.5.5.3 Mechanical Centrifugal fan open -circuit cooling towers having combined rated capacity >= 1100 gpm meets Plan Review 4.2.2, 6.4.4.2.1, minimum efficiency requirement: Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7e Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7f Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7g Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7. SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7h Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 6.4.1.1, 6.8.1-7i Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM–SPECIFIC 7.5.3 Mechanical Gas-fired water -heating equipment installed in new buildings: where a singular piece of Plan Review 4.2.2, 8.4.1.1, water -heating equipment= 1,000 kBtu/h serves 8.4.1.2, 8.7 the entire building, thermal efficiency must be >_ 90 Et. Where multiple pieces of water -heating equipment serve the building with combined rating Js >= 1.,000 kBtu/h, the combined input -capacity -weighted -average thermal Plan Review 4.2.2, 9.4.3, 9.7 efficiency , thermal efficiency must be — 90 Et. Exclude input rating of equipment in individual dwelling units and equipment — 100 kBtu/h. Plan Review 4.2.2, 5.4.3.1.1, 5.7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. Plan Review 4.2.2, 6.4.4.2.1, Mechanical Plans, specifications, and/or calculations provide 6.7.2 all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plan Review 4.2.2, 7.7.1, 10.4.2 Mechanical Plans, specifications, and/or calculations provide all information with which .compliance tan be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plan Review 4.2.2, 8.4.1.1, Project Plans, specifications, and/or calculations provide 8.4.1.2, 8.7 all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Plan Review 4.2.2, 9.4.3, 9.7 Interior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 -Energy Cost Budget Option 5/13/2018 Page 11 of 17 Insulation 5.8.1.7.3 Envelope Insulation in contact with the ground has <=0.3% water absorption rate per ASTM C272. Air leakage 5.4.3.4 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self-closing devices, and are >=7 It apart (>= 16 ft apart for adjoinging floor area — 40000 sq.ft.). Vestibule floor area <=7 50 sq.ft. or 2 percent of the adjoining conditioned floor area. HVAC 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls to shut off fan when not required. HVAC 6.4.3.8 Mechanical Demand control ventilation provided for spaces 500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent 1:1 0 reheating, retooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. SYSTEM–SPECIFIC 6.5.3.1.3 Mechanical Fans have efficiency grade (FEG) >= 67. The total efficiency of the fan at the design _point of operation <= 15% of maximum total efficiency of the fan. SYSTEM–SPECIFIC 6.5.3.5 Mechanical Motors for fans >= 1/12 hp and < 1 hp are electronically -commutated motors or have a minimum motor efficiency of 70%. These motors are also speed adjustable for either balancing or remote control. SYSTEM–SPECIFIC 6.4.3.10 Mechanical DDC system installed and capable of providing control logic including monitoring zone and system demand for fan pressure, pump pressure, heating, and cooling; transferring zone and system demand information from zones to air distribution system controllers and from air distribution systems to heating and cooling plant controllers; automatically detecting and alerting system operator when zones and systems excessively drive the reset logic; allow operator removal of zone(s) from the reset algorithm; AND capable of trending and graphically displaying input and output points. SYSTEM_SPECRC 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled Cl 11 M VAV boxes reporting to central controller based on the zones requiring the most pressure. Controls provide: zone damper monitoring or indicator of static pressure need; autodetection, alarm, and operator override of zones excessively triggering reset logic. SYSTEM–SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual El zone boxes have static pressure setpoint reset controls. SYSTEM–SPECIFIC 6:5.3.4 Mechanical Multiple zone HVAC systems have supply air 0 E D temperature reset controls. SYSTEM–SPECIFIC 6.5.4.1 Mechanical System turndown requirement met through multiple single -input boilers, one or more modulating boilers, or a combination of single -input and modulating boilers. Boiler input between 1.0 MBtu/h and 5 MBtu/h has 3:1 turndown ratio, boiler input between 5.0 MBtu/h and 10 MBtu/h has 4:1 turndown ratio, boiler input > 10.0 MBtu/h has 5:1 turndown ratio. HVAC 6.5.4.2 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow. SYSTEM–SPECIFIC 6.5.4.3, 6.5.4.3.1, Mechanical Fluid flow shutdown in pumping systems to El 6.5.4.3.2 multiple chillers or boilers when systems are shut down. EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) -Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 12 of 17 SYSTEM—SPECIFIC 6.5.4.4 Mechanical Temperature reset by representative building loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM—SPECIFIC 6.5.4.5.2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with.pump.systems >.5.hp.have controls or devices to reduce pump motor demand. SYSTEM—SPECIFIC 6.5.4.6 Mechanical Chilled -water and condenser water piping sized according to design flow rate and total annual hours of operation (Table 6.5.4.6). SYSTEM—SPECIFIC 6.5.5.2.1 Mechanical Fan systems with motors >=7.5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM—SPECIFIC 6.5.5.2.2 Mechanical Multicell heat rejection equipment with El variable -speed fan drives installed that operate the maximum number of fans allowed that comply with manufacturers specs and control all fans to the same fan speed required for the instantaneous cooling duty. SYSTEM—SPECIFIC 6.5.5.2.3 Mechanical NA HVAC 6.5.7.1.1 Mechanical Kitchen .hoods >5,000 cfm-have make -up -air 0 0 50% of exhaust air volume. HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air El 50% of exhaust air volume. SYSTEM—SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen rl hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM—SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM—SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate El 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems >=5,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only L radiant heat. SYSTEM—SPECIFIC 7.5.1 Mechanical Combined space and water heating system not El allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20 -Amp receptacles are controlled by an automatic control device. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where ri applicable. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. SYSTEM—SPECIFIC 6.4.3.3.3 Mechanical Systems with setback controls and DDC include E optimum start controls. Optimum start algorithm considers mass radiant slab floor temperature. SYSTEM—SPECIFIC 6.4.3.3.4 Mechanical Zone isolation devices and controls. Wattage 9.4.2 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. 5/13/2018 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE-90.1-2013 - Energy Cost Budget Option Page 13 of 17 Insulation 5.8.1.7 Envelope Exterior insulation protected against damage, 0 El 0 sunlight, moisture, wind, landscaping and equipment maintenance activities. HVAC 6.4.3.7 Mechanical Freeze protection and snow/ice melting system sensors .for. future. connection .to.contr.ols. Air Leakage 5.4.3.1 Envelope Continuous air barrier is wrapped, sealed, caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory -built and site -assembled fenestration and 1-1 1:1 El doors are labeled or certified as meeting air leakage requirements. Fenestration 5.8.2.1, 5.8.2.3, Envelope Fenestration products rated (LI -factor, SHGC, and1:1 El 5.8.2.4, 5.8.2.5 VT) in accordance with NFRC or energy code defau Its -are -used. Fenestration 5.8.2.2 Envelope Fenestration and door products are labeled, or a signed and dated certificate listing the LI -factor, SHGC, VT, and air leakage rate has been provided by the manufacturer. SYSTEM—SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water heating systems (-1 to maximum temperature for intended use). SYSTEM—SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM—SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage water tanks. HVAC 6.4.1.4, 6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1. SYSTEM—SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. 1:1 labeled for replacement only. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.4:3.4:2, 6.4:3.4:3 Mechanical Outdoor air and exhaust systems have motorized 0 13 1-1 dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6.5.3.2.1 Mechanical DX cooling systems >= 75 kBtu/h (>= 65 kBtu/h effective 1/2016) and chilled -water and evaporative cooling fan motor hp >= A'/.designed to vary indoor fan airflow as a function of load and comply with operational requirements. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping 0 El 0 is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static pressure and location. SYSTEM—SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating >3 in. water column requires 13 El air leakage testing. SYSTEM—SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and 0 cooling and sequence heating and cooling to each zone. SYSTEM—SPECIFIC 6.5.2.2.2 Mechanical Two -pipe hydropic systems using a common 0 distribution system have controls to allow a deadband >=15 A°F, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to -30 A°F. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE-90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 14 of 17 HVAC 6.5.2.4.1 Mechanical Humidifiers with airstream mounted preheating jackets have preheat auto -shutoff value set to activate when humidification is not required. HVAC 6.5.2.4.2 Mechanical Humidification system dispersion tube hot surfaces.in.the.airstreams.of.ducts.or.air-handling units insulated — R-0.5. SYSTEM–SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned so setpoint —1.2 in. w.c. design pressure. SYSTEM–SPECIFIC 6.5.4.5.1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM–SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat water to 85 A°F or provide 60% of peak heat rejection is installed for preheating of service hot water. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. SYSTEM–SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: El El 240 kBtu/h s€" 15% 240 kBtu/h s€" 10% HVAC 6.4.3.9 Mechanical Heating for vestibules and air curtains include automatic controls that shut off the heating system when outdoor air temperatures > 45F. Vestibule .heating .systems .control led by a thermostat in the vestibule with setpoint — 60F. Controls 6.5.10 Mechanical Doors separating conditioned space from the 0 0 outdoors have controls that disable/reset heating and cooling system when open. Controls 9.4.1.1 Interior Lighting Automatic control requirements prescribed in Table 9.6.1, for the appropriate space type, are installed. Mandatory lighting controls (labeled as REQ') and optional choice controls (labeled as ADD1' and'ADD2') are implemented. Controls 9.4.1.1 Interior Lighting Independent lighting controls installed.per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.2 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.1f Interior Lighting Daylight areas under skylights and roof monitors that have more than 150 W combined input power for general lighting are controlled by photocontrols. Controls 9.4.1.4 Exterior Lighting Automatic lighting controls for exterior lighting E installed. Controls 9.4.1.3 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for 1:1 0 El special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6.4 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are oonsistent-with approved -plans. Insulation 5.5.3.1 Envelope Roof R -value. For some ceiling systems, verification may need to occur during Framing Inspection. Insulation 5.8.1.2, 5.8.1.3 Envelope Roof insulation installed per manufacturers€TMs instructions. Blown or poured loose -fill insulation is installed only where the roof slope is -3 in 12. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with 0 R -value or insulation certificate has been provided listing R -value and other relevant data. Insulation 5:8.1.9 Envelope Building envelope -insulation extends over the full 0 a M area of the component at the proposed rated R or U value. Insulation 5.8.1.4 Envelope Eaves are baffled to deflect air to above the insulation. Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with El 1-1 0 the inside surface separating conditioned space from unconditional space. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 80.1-2013 - Energy Cost Budget Option 5/13/2018 Page 15 of 17 r - Insulation 5.8.1.6 Envelope Recessed equipment installed in building 0 envelope assemblies does not compress the Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems adjacent insulation. commissioning included on the plans or Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation Post Construction 6.7.2.1 Mechanical Furnished HVAC as -built drawings submitted protected whereadjacent.to.attic.or,equipment rl within 90 days of system acceptance. access. Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. Insulation 5.8.1.8 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. SYSTEM -SPECIFIC 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5 A°F deadband. 0 0 HVAC 6.4.3.2 Mechanical Temperature controls have setpoint overlap Cl restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one automatic shutdown control. SYSTEM -SPECIFIC 6.4.3.5 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. HVAC 6.4.3.6 Mechanical When humidification and dehumidification are 0 0 provided to a zone, simultaneous operation is u prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. HVAC 6.4.3.6 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. SYSTEM -SPECIFIC 7.4.4.3 Mechanical Public lavatory faucet water temperature —110A F. SYSTEM -SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a 1:1 E recirculation pump installed to maintain temperature of a storage tank. SYSTEM -SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and 1:1 El no continuously burning pilot light. SYSTEM -SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and pools heated to >90A'F have a cover—R-12. SYSTEM -SPECIFIC 7.4.5.3 Mechanical Time switches are installed on all pool heaters and pumps. Wattage 9.2.2.3 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. SYSTEM -SPECIFIC 7.4.3 Mechanical All piping in circulating system insulated 1:1 1:1 E SYSTEM -SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated SYSTEM -SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping insulated Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems U U u commissioningincluded on the plans or specifications for projects -50,000 ft2. Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects -50,000 U. Post Construction 6.7.2.1 Mechanical Furnished HVAC as -built drawings submitted rl within 90 days of system acceptance. EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE-90.1-2013 - Energy Cost Budget Option 5/13/2018 Page 16 of 17 Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems El El within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Post Construction 8.7.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and F1 equipment to the building owner or designated representative. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 —Energy Cost Budget Option 5/13/2018 Page 17 of 17 EnergyGauge Summit® v6.00 INPUT DATA REPORT Project Information Project Name: RA 3CO-2035 Project Title: RINEHART SS ASSOCIATES LLC Address: Enter Address here State: FL - Zip: 0 Owner: RINEHART SS ASSOCIATES LLC Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Building Type: Warehouse Building Classification: New Finished building No.of Stories: 3 GrossArea: 100668 SF 5/13/2018 EnergyGauge Summit® v6.00 I Zones No Acronym Description Type Area Multiplier Total Area Istj Istj 1 IST FLOOR Zone 2 CONDITIONED 32233.0 1 32233.0 2 2ND FLOOR Zone 2 CONDITIONED 33482.7 1 33482.7 3 3RD FLOOR Zone 3 CONDITIONED 33482.7 1 33482.7 4 OFFICE Zone 4 CONDITIONED 1470.0 1 1470.0 5/13/2018 EnergyGauge Summit® v6.00 I Spaces No Type No Acronym Description Type Depth Width Height Multi Total Area Total Volume Luminaires Luminaire W] Ctrl pts IN ft] ft] plier 1sf1 1cf1 In Zone: IST FLOOR In Space: STORAGE 1 STORAGE Zo1Sp4 Storage & Warehouse - 213.04 151.30 12.30 1 32233.0 396465.3 EJ Bulky Active Storage without Daylighting In Zone: 2ND FLOOR In Zone: 2ND FLOOR In Space: STORAGE 1 STORAGE ZolSp4 Storage & Warehouse - 221.30 151.30 11.50 1 33482.7 385050.9 No vent Bulky Active Storage without Daylighting In Zone: 3RD FLOOR In Zone: 3RD FLOOR In Space: STORAGE 1 STORAGE Zo1Sp4 Storage & Warehouse - 221.30 151.30 10.60 1 33482.7 354916.5 EJ 4 Bulky Active Storage No vent without Daylighting In Zone: OFFICE In Space: OFFICE 1 OFFICE OFFICE Office - Enclosed 42.00 35.00 12.38 1 1470.0 18191.3 El Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire W] Ctrl pts In Zone: IST FLOOR In Space: STORAGE 1 Recessed Fluorescent - General Lighting 200 60 12000 Programmable timer 4 No vent without Daylighting In Zone: 2ND FLOOR In Space: STORAGE 1 Recessed Fluorescent - General Lighting 200 60 12000 Programmable timer 4 No vent without Daylighting In Zone: 3RD FLOOR In Space: STORAGE 1 Recessed Fluorescent - General Lighting 200 60 12000 Programmable timer 4 No vent without Daylighting In Zone: OFFICE In Space: OFFICE 1 Recessed Fluorescent - General Lighting 23 60 1380 Programmable timer 1 No vent without Daylighting 5/13/2018 EnergyGauge Summit® v6.00 2 Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R -Value ft] IN pligr [sf] [Btu/hr. sf. F] Capacity [Ib/cf] [fl.sf.FBtul In Zone: 1ST FLOOR No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area I Pr0Zo3Wa1 Btu/hr sf F] Hollow core flush 1,513.00 12.38 1 18723.4 South 0.9090 9.200 69.00 1.1 2 Pr0Zo3Wa1 Hollow core flush 114.67 12.38 1 1419.0 North 0.9090 9.200 69.00 1.1 3 PrOZo3Wal No R-19 Insulated Panel 206.00 12.30 1 2533.8 West 0.0527 5.242 57.14 19.0 4 Pr0Zo3Wal 3.00 R-19 Insulated Panel 235.00 12.30 1 2890.5 East 0.0527 5.242 57.14 19.0 In Zone: 2ND FLOOR 1 PrVo3Wal R-19 Insulated Panel 151.30 11.50 1 1740.0 South 0.0527 5.242 57.14 19.0 2 Pr0Zo3Wal R-19 Insulated Panel 151.30 12.30 1 1861.0 North 0.0527 5.242 57.14 19.0 3 PrQZo3Wal R-19 Insulated Panel 221.30 11.50 1 2545.0 West 0.0527 5.242 57.14 19.0 4 PrOZo3Wal R-19 Insulated Panel 221.30 11.50 1 2545.0 East 0.0527 5.242 57.14 19.0 In Zone: 3RD FLOOR 1 Pr0Zo3Wa1 R-19 Insulated Panel 151.30 10.50 1 1588.7 South 0.0527 5.242 57.14 19.0 2 Pr0,Zo3Wa1 R-19 Insulated Panel 151.30 10.50 1 1588.7 North 0.0527 5.242 57.14 19.0 3 Pr0,Zo3Wa1 R-19 Insulated Panel 221.30 10.50 1 2323.7 West 0.0527 5.242 57.14 19.0 4 PrOZo3Wal R-19 Insulated Panel 221.30 10.50 1 2323.7 East 0.0527 5.242 57.14 19.0 In Zone: OFFICE I Pr0,Zo3Wa1 R-19 Insulated Panel 35.00 12.30 1 430.5 West 0.0527 5.242 57.14 19.0 2 Pr0Zo3Wa1 R-19 Insulated Panel 42.00 12.00 1 504.0 North 0.0527 5.242 57.14 19.0 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F] IN IN plier Isf] In Zone: 2ND FLOOR In Wall: PrOZo3Wa1 1 PrOZ0 %l Wi 1 South No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 Pr0Zo3Wa1Wi1 North No 0.2900 0.38 0.70 3.00 5.00 17 255.0 2 PrOZ03 Wal Wi 1 West No 0.2900 0.38 0.70 3.00 5.00 34 510.0 5/13/2018 I - L EnergyGauge Summit® v6.00 3 In Zone: 3RD FLOOR In Wall: Pr0Zo3Wa1 I PrVo3WalWil South No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 PrOZ0Wa1WR North No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 PrOZ0Wal Wi 1 West No 0.2900 0.38 0.70 3.00 5.00 34 510.0 In Zone: IST FLOOR In Wall: Pr0Zo3Wa1 1 PrOZ0WalWil West No 0.2900 0.38 0.70 3.00 5.00 8 120.0 81PrOZo3WOWilEastNo0.2900 0.38 0.70 3.00 5.00 8 120.0 In Zone: OFFICE In Wall: Pr0Zo3Wa1 1 PrOZ0 %lWi1 West No 0.2900 0.38 0.70 3.00 5.00 17 255.0 1 PrOZ0%lWi1 North No 0.2900 0.38 0.70 3.00 5.00 17 255.0 No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value ft] IN plier st] Btu/hr. sf. F1 Ib/ct] Btu/sE F] h.sf.FBtu] In Zone: IST FLOOR In Wall: Pr0Zo3Wa1 1 PrOZo3Wa3Drl Aluminum door, No 3.83 7.00 1 26.8 0.1919 43.67 0.53 5.21 1.25 in. polystyrene In Wall: Pr0Zo3Wa1 1 PrOZo3Wa4Dr1 Aluminum door, No 3.83 7.00 1 26.8 0.1919 43.67 0.53 5.21 1.25 in. polystyrene Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value ft] [ft] plier [st] [deg] [Btu/hr. Sf. F1 [Btu/sf. F1 [Ib/cf] [h.sf.FBtu] In Zone: 3RD FLOOR 1 PrOZo7Rfl R-11 Insul. & R-19 151.30 221.30 1 33482.7 0.00 0.0333 0.67 4.47 30.0 Vinly Backed Insul. 5/13/2014 EnergyGauge Summit® v6.00 4 Systems ZONE -1 Systeml Constant Volume Packaged System No. Of Units 8 Component Category Capacity Efficiency IPLV 5/13/2018 EnergyGauge Summit® v6.00 5 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] IN ft] 1Sf1 [Sfi In Zone: In Roof: El Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value IN IN plier [sfi [Btu/hr. sf. F] Btu/st F] ib/cfJ h.sf.F/Btul In Zone: IST FLOOR 1 PrOZo1F11 Concrete floor, 151.30 213.04 1 32233.0 0.7570 28.00 140.00 1.32 carpet and rubber pad In Zone: 2ND FLOOR 1 PrOZoIFll Concrete floor, 151.30 221.30 1 33482.7 0.7570 28.00 140.00 1.32 carpet and rubber pad In Zone: 3RD FLOOR I PrOZOI F11 Concrete floor, 151.30 221.30 l 33482.7 0.7570 28.00 140.00 1.32 carpet and rubber pad In Zone: OFFICE 1 PrOZo8F11 Concrete floor, 35.00 42.00 1 1470.0 0.7570 28.00 140.00 1.32 carpet and rubber pad Systems ZONE -1 Systeml Constant Volume Packaged System No. Of Units 8 Component Category Capacity Efficiency IPLV 5/13/2018 EnergyGauge Summit® v6.00 5 I 2 3 Cooling System Heating System Air Handling System -Supply 4$000.00 14.00 32755.00 3.00 1600.00 0.35 12.3Q El El ZONE -2 2ND FL Constant Volume Packaged System No. Of Units 8 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 4$000.00 14.00 32755.00 3.00 1600.00 0.35 12.3Q El ZONE -3 3RD FL Constant Volume Packaged System No. Of Units 8 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 4$000.00 14.00 32755.00 3.00 1600.00 0.35 12.30 ZONE -4 OFFICE Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 60000.00 14.00 32755.00 3.00 1900.00 0.29 12.30 Plant Equipment Category Size Inst.No Eff. IPLV 5/13/2018 EnergyGauge Summit® v6.00 Water Fjeaters W -Heater Description Capacity. Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 20 [Gal] 3 [kW] 1.0000 [Ef] []3tu/hl Fenestration Used Name Glass Type No. of Glass SHGC VLT Conductance Panes Btu/hsf.F] ApLbWndl User Defined 1 0.2900 0.3800 0.7000 5/13/2018 EnergyGauge Summit® v6.00 7 Ext -Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire sVft/No] W] 1 Ext Light 1 Main entries 16 75 814.00 Photo Sensor control 1200.00 Piping Operating Insulation Nomonal pipe Insulation Is Runout? No Type Temperature Conductivity Diameter Thickness F] [ Btu-in/h.sEF] in] in] 1 Heating System (Stem, Steam Condensate, & 105.00 0.28 0.75 0.51 No Hot Water) Fenestration Used Name Glass Type No. of Glass SHGC VLT Conductance Panes Btu/hsf.F] ApLbWndl User Defined 1 0.2900 0.3800 0.7000 5/13/2018 EnergyGauge Summit® v6.00 7 5/13/2018 EnergyGauge Summit® v6.00 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used h.sLFBtu] ft] Btu/h.ft.F] Ib/cf] Btu/lb.F] 264 Mat1264 ALUMINUM, 1/16 IN No 0.0002 0.0050' 26.0000 480.00 0.1000 Li 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 1-1/41N, 151 Matl151 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 4IN 178 Mat] 178 CARPET W/RUBBER PAD Yes 1.2300 72 Mat172 AIR LAYER 3/41N OR Yes 0.9000 LESS, VERT. WALLS 266 Mat1266 2x4@16" oc + RI I Batt No 8.3343 0.2917 0.0350 9.70 0.2000 105 Mat1105 CONC BLK HW, 81N, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 12 Matl12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 279 Mat1279 Solid core flush (2.25') Yes 2.8537 284 Mat1284 Polystyrene core (18 ga steel) Yes 2.0071 285 Mat1285 1 Polyurethane core (18 ga Yes 2.5983 steel) 2 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sEF] Btu/sEF] Ib/ct] h.sf.F/Btu] 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2 Layer Material Material Thickness Framing No. IN Factor 1 264 ALUMINUM, 1/16 IN 0.0050 0.000 2 214 POLYSTYRENE, FXP., 1-1/41N, 0.1042 0.000 3 264 ALUMINUM, 1/16 IN 0.0050 0.000 5/13/2018 EnergyGauge Summit® v6.00 5/13/2018 EnergyGauge Summit® v6.00 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sEF] Btu/sEF] Ib/cl] h.sLF/Btu] 1004 Concrete floor, carpet and rubber pad No No 0.76 28.00 140.00 1.3 Layer Material Material Thickness Framing No. IN Factor 1 151 CONC HW, DRD, 140LB, 41N 1.0000 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sEF] Btu/sf.F] Ib/ct] h.sEF/Btu] 1019 R-19 Insulated Panel No No 0.05 5.24 57.14 19.0 Layer Material Material Thickness Framing No. ft] Factor 1 266 2x4916" oc + RI I Batt 0.2917 0.000 2 72 AIR LAYER, 3/41N OR LESS, VERT. 0.000 WALLS 3 279 Solid core flush (2.25') 0.000 4 285 Polyurethane core (18 ga steel) 2 0.000 5 284 Polystyrene core (18 ga steel) 1 0.000 6 178 CARPET W/RUBBER PAD 0.000 7 72 AIR LAYER, 3/41N OR LESS, VERT. 0.000 WALLS 8 47 2 in. Heavyweight concrete 0.1670 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sEF] Btu/sEF] Ib/cf[ h.sEFBtu] 1022 Hollow core flush No No 0.91 9.20 69.00 1.1 Layer Material Material Thickness Framing No. ft] Factor 1 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.000 5/13/2018 EnergyGauge Summit® v6.00 No Name Simple Massless Conductance Construct Construct [Btu/h.sf.FI Heat Capacity Btu/sf.F] Density RValue Ib/cl] [h.sf.F/Btu] 1047 R-11 Insul. & R-19 Vinly Backed Insul. No No 0.03 0.67 4.47 30.0 Layer Material Material Thickness Framing No. IN Factor 1 23 6 in. Insulation 0.5000 0.000 2 12 3 in. Insulation 0.2500 0.000 i t 5/13/2018 r s' EnergyGauge SummitO v6.00 10 ORIGINAL SUBSTANTIAL COMPLETION DATE: MAY 30. 2019 PER DAY LIQUIDATED DAMAGE See Section 3.06): 250.00 PATENTS (See Section 5.22): NONE NORMAL HOURS OF OPERATION AT SITE See Section 5.27): 7AM— 6PM MONDAY - SUNDAY SUBCONTRACTOR'S ADDITIVE PERCENTAGE See Section 7.01(a)): ten percent (10%) CONTRACTOR'S ADDITIONAL ADDITIVE PERCENTAGE See Section 7.01(a)): ten percent (10%) DEDUCTIVE PERCENTAGE See Section 7.01(b)): ten percent (10%) CS -2 9 i I INDEX OF ARTICLES Page ARTICLE1: WORK.....................................................................................................................................................1 ARTICLE2: PAYMENTS..................................:......................................................................................:..................1 ARTICLE3: TIME...................................................................................................................................................*-5 ARTICLE 4: INFORMATION AND SERVICES REQUIRED OF OWNER.............................................................7 ARTICLE5: PERFORMANCE..............:.....................................................................................................................7 ARTICLE 6: INTENTIONALLY DELETED............................................................................................................12 ARTICLE 7: CHANGES IN THE WORK.................................................................................................................12 ARTICLE 8: PROTECTION OF PERSONS AND PROPERTY...............................................................................13 ARTICLE 9: DEFAULT AND TERMINATION......................................................................................................:14 ARTICLE 10: INDEMNIFICATION.........................................................................................................................15 ARTICLE11: INSURANCE......................................................................................................................................16 ARTICLE 12: PROPERTY INSURANCE.................................................................................................................16 ARTICLE 13: MISCELLANEOUS..................................................................................::.................:......................16 EXHIBITS Exhibit A List of Contract Documents Schedule l to Exhibit A Exhibit B General Conditions Items Exhibit C Schedule of Values Exhibit D Key Staff Members Exhibit E Progress Schedule Exhibit F Change Order Form Exhibit G Unit Prices Exhibit H Insurance Requirements Exhibit I Construction & Development and Construction Closeout Document List Exhibit J Terms of Arbitration Schedule A Index of Defined Terms CS -3 This Project Construction Agreement (this project construction agreement, the Cover Schedule, together with all exhibits, schedules, and any appendices attached to this project construction agreement are collectively referred to as the "Agreement") is made as of the Effective Date between the "Owner" and the "Contractor," as each term is defined on the Cover Schedule ("Cover Schedule") which precedes this page and which is hereby incorporated herein. All terms defined on the Cover Schedule shall have the meanings set forth thereon when used in this Agreement. An Index of Defined Terms is attached hereto as Schedule A. This Agreement shall be effective only when Owner and Contractor have executed and delivered this Agreement. Owner and Contractor agree as set forth in this Agreement. ARTICLE l: WORK Contractor agrees to perform all of the Work required by the Contract Documents, including adherence to' the time for performance set forth in the Contract Documents. The "Contract Documents" consist of this Agreement, all documents, including the Plans and Specifications, any amendments to -the above and any change orders. In the event of any inconsistencies between any of the Contract. Documents, the Contract. Document imposing the greater obligation or limitation on Contractor shall govern and prevail unless Owner specifies otherwise. Contractor shall further perform all Work which may be reasonably inferable from and consistent with the Contract Documents as being necessary to produce the intended results for the completion of the Work: ARTICLE 2: PAYMENTS 2.01 (a) Subject to additions and deductions by change orders as provided for in the Contract Documents, Owner shall pay Contractor for the performance of the Work, the Contract Sum; provided, however, that, subject to additions and deductions by change orders, the cost of the Work plus Contractor's Fee shall not exceed the GMP. If the cost of the Work plus Contractor's Fee exceeds the GMP (all as adjusted from time to time by change orders), Contractor shall fully complete the Work in;accordance with the Contract. Documents and Owner shall not be obligated to pay more than the GMP. The sum of the cost of the Work plus Contractor's Fee, subject to the GMP (all as adjusted from time to time by change order), is herein called the "Contract Sum". The cost of the Work includes Contractor's general conditions items payments ("Contractor's GC Payments"). Contractor's GC Payments are for Contractor's furnishing general condition items, which general condition items include all items commonly known as general condition items in various trades and are limited to those categories of expenses for the Project as set forth on Exhibit B ("General Conditions Items"). Payments to Contractor for providing General Conditions Items shall be at Contractor's cost and itemized with such detail and backup documentation as Owner shall request on a monthly basis and be included in each application for payment as part of the cost of,the Work. Notwithstanding anything herein to the contrary, the Contractor's Fee is inclusive of all fees, general conditions, profit and overhead allocable to the Work such that neither the Contractor's GC Payments nor any other costs which comprise'the Contract Sum other than the Contractor's Fee) shall include any profit or overhead. b) The Contract Sum.. and GMP shall be divided into detailed line items, each of -which represents Contractor's estimate, for purposes of establishing the GMP, of a separate and distinct item of cost or related group of.costs, including General Conditions Items and,the total of which equals the GMP and represents all costs associated with the Work and shall be set forth on the Schedule of Values. The Schedule of Values may. only include an amount in the contingency line item to the extent approved in writing and in advance by Owner. i. If the actual cost of a line item is lower than Contractor's estimate for such item on the Schedule of Values, and the reduction is not attributable to a change order, then the difference between the estimated line item cost for such item and the actual cost for such item shall be credited to a contingency line item as described in this Section 2.01 and included on the Schedule of Values. If, on the other hand, the actual cost of a line item 'is greater than Contractor's estimate for such item on the Schedule of Values, and the increase is not authorized by a change order, then the amount of such increase with mark-up for. Contractor's Fee may be charged against,the contingency line item, but only to the extent (1) sufficient funds are available therein, and (2)» Owner receives notice of such changes in advance and in writing. Increases or decreases in line item costs pursuant to this subparagraph (i) shall not increase or decrease the GMP. For the cost of any Work omitted, whether intentionally or by an oversight, from the initial subcontractor awards (direct costs) and the Schedule of Values, which is required during the progress of the Work, Contractor will be allowed to utilize any funds remaining in the contingency line item to pay for such Work omitted from the initial subcontractor awards and the Schedule of Values only with the prior written approval of Owner. c) IThe following provisions govern the use of the contingency line item: Allocations of the contingency line item shall only be made (1) with prior written notice to Owner, and (2) as provided in clause (ii) below. Upon final completion of the Work, the unused portion of the contingency line item, if any, shall be allocated to Owner. d) For all Work to be performed and for all materials to be. supplied in connection with the Work by anyone, including Contractor and Contractor's employees, unless and to the extent waived in writing by Owner, Contractor shall furnish Owner with at least three (3) lump sum or guaranteed maximum price bids from contractors or direct material suppliers bidding on such subcontract (which may include Contractor), and Contractor shall identify the party (which may include Contractor) that Contractor intends on utilizing. 2.02 Attached hereto as Exhibit C is the agreed upon Schedule of Values allocated to the various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as Owner may require. The Schedule of Values coincides with the Progress Schedule described in Section 5.23 and the unit prices set forth on Exhibit G. This Schedule of Values shall be the basis for Contractor's applications for payment. Each application for payment shall include the approved Schedule of Values reflecting the portion of Work for each line item which is then complete. Upon request of Owner, the original Schedule of Values shall be recast to include in each applicable line item the changes created thereto by any previously executed change order. 2.03 By the fifth (5th) day of each month, Contractor shall submit to Owner an itemized application for payment using Owner's modified version of AIA 6702 and G703 form application for payment, including completing all information required therein and all attachments thereto, which shall be notarized, supported by such documents and data substantiating Contractor's right to payment as Owner may reasonably require, and reflecting retainage as provided elsewhere in the Contract Documents ("application for payment"). Notwithstanding anything to the contrary contained in the Contract Documents,'Owner requires, as a condition of approving and/or making a progress payment, that Contractor furnish Owner (a) with respect to the current application for payment, an affidavit listing every subcontractor in connection with the Work and the amounts due or to become due to such subcontractors for Work done and materials furnished through the date.of said application for payment; (b) with.respect to the payment made for the preceding month, evidence satisfactory to Owner that all payrolls, bills for materials and equipment delivered to the Site, and other indebtedness related to the Work:and.giving rise to all previous applications for payment up to, but not including, the current one have been paid in full or otherwise satisfied, provided that the foregoing shall not require Contractor to furnish certified payrolls unless and until and from time to time as required by Owner; (c) lien waivers from Contractor covering all Work performed through the date of the current application for payment; (d) lien waivers from each subcontractor coveringthe payments made through the preceding application for payment; (e) a sworn acknowledgment of payments and credits to which Owner is entitled by Contractor; (f) Contractor's statement of percentage of completion of each itemized component of the Schedule of Values and the Work as,a whole; and (g) separately detailed costs and expenses substantiating the amount currently requested for Contractor's GC Payment; provided, however, that notwithstanding any provisions of the Contract Documents which are or may appear to be to the contrary, in no event shall Owner be obligated to pay to Contractor an amount which exceeds the cost of the Work (as defined in Section.7.03 below) incurred by Contractor, in each case to the date of the current application for payment less amounts paid to date and less retainage as provided elsewhere in the Contract Documents. Until all Work under this Agreement is complete and accepted by Owner and the City and a final application for payment has been approved by Owner, Owner will pay ninety percent (90%) of the amount due Contractor for each progress payment and withhold ten percent (10%) as retainage, except as otherwise provided in Sections 2.06 and 2.07 below. If during any payment period Contractor's application for payment exceeds, by ten percent (10%) or more, either the value of the actual portions of the Work completed or the aggregate projected percentage under the Progress Schedule and Schedule of Values, Owner may pay the lesser amount. In no event, however, shall Owner ever be obligated to pay Contractor more than the Contract Sum or, with respect to any reimbursement for costs for any subcontractor or material supplier, the lump sum or guaranteed maximum price furnished Owner with respect to such entity pursuant to Section 2.01(b) above unless adjusted. by appropriate change order. 2.04 Owner will, within thirty (30) days after the receipt of (a) Contractor's complete partial and final, as applicable, application for payment (which must be supported by fully executed affidavits and lien waivers as set forth above or as otherwise required by Owner, architect or Owner's Lender as a condition precedent to Owner's acceptance of such application for payment) and (b) if applicable, architect's approval of Contractor's application for payment, Owner will either certify the application for payment and issue payment to Contractor for such amount as is properly due, or notify Contractor in writing of Owner's or architect's; as applicable, reasons for withholding such certification and payment, or portion thereof. If Owner or architect, as applicable, withholds certification for any portion of an application for payment submitted by Contractor, then within three (3) business days of notice to Contractor of such withholding of certification, Contractor shall notify Owner and architect, if applicable, in writing that Contractor either (i) shall correct all or part of the reasons that certification was withheld and resubmit such application for payment for processing pursuant to the Contract Documents or (ii) requests payment to be made for such amounts certified for payment by Owner or architect, in which.case Contractor may re -submit such portions of that application for payment for which certification was withheld as part of any subsequent application for payment. If Contractor fails to timely notify Owner and, if applicable, architect of such election in writing, Contractor shall be deemed to have elected that the application for payment be processed for only the amount certified for payment by Owner or architect, as applicable, pursuant to Section 2.04.= In no event shall Contractor stop the Work in connection with any withholding of certification for payment, or failure to make payment, in connection with a good faith dispute. 2.05 Contractor shall promptly pay each subcontractor and direct material supplier, upon receipt of payment from Owner, out of the amount paid to Contractor on account of such subcontractor's Work or each material supplier's supplies, the amount to which said subcontractor or material supplier is entitled. Contractor shall submit to Owner information reasonably requested by Owner to confirm that all amounts due subcontractors and suppliers have been paid to each such subcontractor or material supplier, as the case may be. 2.06 Payments may be withheld by Owner on account of, among other things; (1) defective Work not remedied; (2) claims filed; (3) failure of Contractor to make payments properly to subcontractors or for labor, materials, or equipment; (4) damage or injury to another contractor or its property or materials; (5) unsatisfactory prosecution or performance of the Work by Contractor, including the fact that the Work has not progressed to the point indicated in the application for payment; (6) incomplete or insufficient application for payment or documents related thereto submitted to Owner; or (7) damage or injury to Owner ora third -party or their respective property or materials. 2.07 When Contractor considers that the Work is at least ninety-five percent (95%) complete and has reached the point of substantial completion (as described in Section 3.01), Contractor shall prepare for submission to . Owner a punch list of incomplete items.. The failure to include any item on such list does not alter the responsibility of Contractor to complete all Work in accordance with the Contract Documents. All items on a punch list must be capable of being completed within thirty (30) days. A punch list will not be accepted if it contains any Work or open items that cannot be completed within thirty (30) days. Upon receipt of written notice that the Work is at least ninety- five percent (95%) complete and is substantially complete, and receipt of Contractor's draft of the punch list, Owner or its designee will promptly make an inspection of the Work to determine if it has reached the point of substantial completion and simultaneously verify Contractor's draft of the punch list adding to such list those items Owner or its designee deem to be appropriate to add to the punch list and when Owner or its designee finds the Work substantially completed under the Contract Documents subject to the revised punch list, Owner or its designee will promptly prepare a certificate of substantial completion which shall establish the date of substantial completion of the Work and shall state the responsibilities of Owner and Contractor related thereto. Upon substantial completion of all of the Work and upon application by Contractor, Owner shall make payment, for such Work or portion thereof as provided elsewhere in the Contract Documents, less one hundred fifty percent (150%) of Owner's reasonable estimate of the cost to complete the items contained in the applicable outstanding punch list(s) ("Holdback"). Contractor shall complete all punch list" items on such punch list(s) within thirty (30) days following the date of the certificate of substantial completion of all of the Work. 2.08 Upon receipt of written notice that all of the Work is ready for final inspection (and all punch list items on Owner's revised list have been rectified) and upon receipt of and acceptance of a final application for payment, Owner or its designee will promptly make such final inspection and, when Owner or its designee finds the Work, acceptable under the Contract Documents and this Agreement fully performed, Owner will promptly approve a final application for payment, which shall include any amounts owed to Contractor pursuant to Section 2.01(c)(ii). 2.09 1 Neither the final payment nor the remaining retained percentage shall become due until Contractor submits all completed closeout documentation as required by Exhibit I. 2.1.0 The acceptance of final payment by Contractor shall constitute a waiver of all claims by Contractor against Owner except those made or amended in writing with Contractor's final application for payment which remain still unsettled. Owner's making of the final payment shall constitute a waiver of claims by Owner except those (i) previouslymade in writing by Owner, (ii) arising from liens, claims, security interests and encumbrances arising out of the Work after final payment, or identified in writing as unsettled at the time of final payment, (iii) arising from latent defects discovered after final payment, (iv) arising from the terms of warranties required by the Contract Documents, or (v) arising from Contractor's fraud or breach of this Agreement. 2.11 The Contract Sum includes all sales, consumer, use, personal property and other similar taxes, overhead insurance, profit and escalation amounts whether or not anticipated, applicable to the Work or any portion thereof provided by Contractor. Contractor shall pay, all sales, consumer, use and other similar taxes for the Work or portions thereof provided by Contractor, regardless of whether such taxes are legally enacted at the time bids are received. 2.12 Contractor warrants that the title to all Work, including all materials and equipment incorporated therein, will pass to Owner either by incorporation in the construction or upon receipt of payment by Contractor, whichever occurs first, free and clear of all liens, claims, security interests or encumbrances (hereinafter collectively referred to in this Article as "liens"). If any such lien is filed in connection with Work performed and/or materials supplied to the Site, Owner shall have the right, in addition to any other right reserved hereunder or at law or equity, to withhold from payments due Contractor the amount necessary to satisfy one hundred twenty-five percent (125%) of the amount of the lien until such lien has been bonded off or discharged of record. Failure to remove, bond off, or otherwise satisfy any such lien within ten (10) days after written demand by Owner shall constitute an event of default hereunder and Owner, in addition to any other remedies provided for by law or herein, may terminate Contractor pursuant to this Agreement. If Contractor fails to post a bond or other security acceptable to Owner in connection with any lien, Owner may discharge such lien or lien claim by payments to the lien claimant or by such other means as Owner, in Owner's sole discretion, determines is the most economical or advantageous method of settling the dispute. Contractor shall,promptly reimburse Owner, upon demand, for any payments so made by Owner. Contractor further warrants that no Work, including all materials or equipment incorporated therein, will have been acquired by Contractor, or by any other person performing Work at the Site or furnishing materials and equipment for the Work, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller (or may be created at any time in the future) or otherwise imposed by Contractor or such other person. 2.13 If required as set forth on the Cover Schedule of this Agreement, Contractor shall furnish Owner with payment and performance bonds covering Contractor's faithful performance of all obligations under the Contract Documents and the payment of all of Contractor's obligations arising out of the Contract Documents. Such bond(s) shall be with a surety and in a form acceptable to Owner and Owner's Lender and shall name Owner and Owner's Lender, if any, as obligees thereunder and such entities as Owner may designate as additional obligees thereunder. Such bond shall include a provision stating that no modification of any provision of any Contract Document, including a change in the contract time, Contract Sum or other condition of payment, will release the surety either in part or in whole. In any,, event, such bond(s) shall be in form and substance satisfactory to Owner and Owner,'s. Lender, if any. If from time to time the Contract Sum is increased by any amount, then the bond applicable thereto shall beiincreased by the amount by which the Contract Sum was increased. 2.14 Contractor agrees that Owner, upon five (5) business days' prior written notice, may make payments directly to any subcontractor or supplier, and deduct the amount of any such payment from future amounts otherwise due or to become due to Contractor, or require Contractor to immediately reimburse Owner, at Owner's option if: (i) Contractor fails to pay any subcontractor or supplier within seven (7) business days after the date that Contractor A 4 receives any payment from Owner of amounts requested by or on behalf of such, subcontractor or supplier, (ii) Contractor fails to request payment timely on behalf of a subcontractor or supplier for Work presently performed, provided such subcontractor or supplier has otherwise complied with the requirements of the applicable subcontract agreement or purchase order, (iii) Owner is entitled to terminate the Contract Documents, or (iv) if Owner reasonably believes that Contractor is in breach of the warranty made in Section 13.11 hereof. Contractor shall promptly furnish. Owner, upon demand at any time, documentation reasonably satisfactory to Owner to establish or verify the creditworthiness of Contractor. ARTICLE 3: TIME 3.01 If the Work has not already commenced, the Work shall be commenced within five (5) business days of the date Owner issues a`Notice to Proceed. Contractor shall complete each item set forth on the Progress Schedule, described in Section 5.23 of this Agreement, by the date set forth thereon for the completion of said item. Further, Contractor shall achieve substantial completion of the Work not later than the Original Substantial Completion Date set forth on the 'Cover Schedule, 'subject to extensions authorized by change orders, and Contractor shall achieve final completion of the Work not later than thirty (30) days after the Original Substantial Completion Date, subject to extensions authorized by change orders: As used herein, the date of substantial completion of the Work shall refer to the later of (i) the date on which the Work is sufficiently complete, in accordance with the Contract Documents, so that Owner can occupy or utilize the Work for the use for which it is intended (without limiting the generality of the immediately preceding phrase "use for which it is intended," if the Work shall include construction in or about office or other space used directly or indirectly for the conduct of any business, then such use shall include availability to Owner of HVAC, telephone, electricity, and elevator services (to the extent each is included as part of the Work) sufficient to conduct such business, residential, or other use as is contemplated by Owner upon final completion of the Work) and on which.any unfinished items (which are to be listed on the punch list) can be completed within a thirty (30) day period and (ii) if applicable to the Work, the date on which written, final, unconditional acceptance of the'space to be improved by the Work is issued by the City. Final completion of the Work, as used herein, shall refer, to the date on which (a) the Work is fully completed to the satisfaction of Owner and in accordance with the Contract Documents, and (b) all punch list items for the Work are completed, and (c) written, final, unconditional acceptance of the space to be improved by the Work is issued by the City. 3.02 ALL TIME LIMITS FOR CONTRACTOR'S PERFORMANCE STATED IN THE CONTRACT DOCUMENTS ARE OF THE ESSENCE. 3.03 If Contractor is delayed at any time in the progress of the Work by any act or neglect of Owner or any of its employees, or by any separate contractor employed by Owner or by fire or other unavoidable casualty, unusual delay in transportation, adverse weather conditions not reasonably anticipated, or any causes beyond Contractor's control, or by delay authorized by Owner or by any other cause which Owner determines may justify'the delay, then Contractor shall file a claim in accordance with Section 3.04 below and, if approved by Owner, the contract time shall be extended by change order for such reasonable time as Owner may determine. In,no event shall any such extension of contract time exceed the actual period of time dost by reason of the causes aforesaid. In all events, Contractor shall use Contractor's best efforts to eliminate the cause of any delay or to minimize the effect of any delay. Contractor further acknowledges and agrees that the Progress Schedule shall not be adjusted for any delay to the extent such delay (i) is caused by Contractor, or (ii) could have been limited or avoided by Contractor's timely notice to Owner of any delay. Contractor's sole and exclusive remedy for any (w) delay in the commencement, prosecution or completion of the Work, (x) hindrance or obstruction in the performance of the Work, (y) loss of productivity, or (z) other similar claims (collectively referred to in this Section 3.03 as "Delays") whether or not such Delays are foreseeable, shall be an extension of time in which to complete the Work if permitted under this Article 3. In no event shall Contractor be entitled to any other remedy, compensation or recovery,of any damages in connection with any Delay, including consequential damages, lost opportunity costs, impact damages or'other similar remuneration. 3.04 Any claim for extension of time shall be made in writing to Owner not more than five (5) days after the commencement of the delay; otherwise said claim shall be waived. In the case of a continuing delay, only one claim is necessary. The presentation of any such claim shall not establish the validity of the claim. With such claim, Contractor shall provide an estimate of the probable effect of such delay on the progress of the Work, and Contractor shall immediately use its best efforts to lessen the adverse impact of such delay. If Owner shall approve the claim, e Owner shall issue a change order extending the contract time. If Owner shall disapprove the claim, Owner shall issue a written statement setting forth the reasons for such disapproval. 3.05 Contractor shall provide Owner with letters from each supplier/vendor guaranteeing delivery dates of specific equipment and/or materials as part of the purchase arrangement made for such equipment and/or materials. Failure of Contractor's suppliers/vendors to meet the guaranteed dates shall not negate Contractor's obligation to maintain the Progress Schedule unless the delay resulting from such failure is otherwise permitted under the Contract Documents. Any materials which Owner has ordered or has in stock which can be used in the Work shall be purchased from Owner at Owner's established prices therefor. 3.06 Notwithstanding anything which is or may appear to be to the contrary contained herein, Contractor and Owner agree that the damages which Owner will incur if the Work is not substantially complete by the date set forth in Section 3.01 or Section 3.07, if applicable, for substantial completion, is difficult if not impossible to ascertain. Therefore, Contractor and Owner agree that if the Work is not substantially complete by the date set forth for substantial completion in Section 3.01 or Section 3.07, if applicable, Contractor shall pay Owner, as liquidated damages for such delay, the sum listed on the Cover Schedule of this Agreement as the Per Day Liquidated Damage amount for each day from and after the date set forth in Section 3.01 or Section 3.07, if applicable, for substantial completion of the Work until the Work is substantially complete as Owner's sole remedy for such delay. Owner shall be entitled to offset all such liquidated damages against amounts otherwise due and owing to Contractor. Additionally, Contractor shall pay such amounts to Owner immediately upon Owner's demand (to the extent such amounts are not offset as set forth above). . 3.07 [Intentionally deleted.] 3.08 (a) Except as provided in subsection (b) below, if Owner directs Contractor to temporarily suspend performance of the Work, Contractor shall be entitled to an extension of the contract time equal to the number of days performance of the Work is suspended plus one (1) additional day which extension shall be evidenced by a change order; provided, however, that Contractor shall use Contractor's best efforts to use as little'of any permitted extension as is possible. b) If Owner directs Contractor to temporarily suspend performance,.of the Work, Contractor shall not be entitled to an extension of the contract time to the extent that such temporary suspension results, from i) any default by Contractor under the Contract Documents, (ii) any condition resulting from Contractor's performance of the Work, which, although it may not result from a default by Contractor, impairs the ability of tenants and others to conduct business at the Site, and (iii) failure in the requirements of maintenance and protection of traffic, drainage and subsurface utilities, erosion control and public safety and convenience, each to the extent applicable. If it does become necessary to suspend the Work as a result of Contractor's non-performance as described in subsections i) -(iii), Contractor shall, at Contractor's expense, repair all streets, sidewalks, etc. that have been excavated so that they are in such a condition that the traveling public may safely pass. All materials shall be stored so as not to obstruct or impede traffic. Contractor shall make no claims for delays caused by this suspension. No extension of time will be granted by Owner, and once the Work is allowed to continue, Contractor shall complete the Work within the time permitted by the Agreement. 3.09 If it should become necessary to stop Work for such an indefinite period, Contractor shall store all materials in such a manner that they will not obstruct or impede the traveling public unnecessarily nor become damaged in any way, and it shall take every precaution to prevent damage or deterioration of the Work performed, provide suitable drainage of the Site by opening ditches, shoulder drains-, etc., and erect temporary structures where necessary. During the suspension of Work due to any cause whatsoever, when deemed necessary by Owner, the entire Work or any section thereof, shall be thrown open to use, and Contractor shall place any such section in satisfactory condition for use without additional compensation. Contractor shall be responsible for the satisfactory maintenance of any such section of Work thrown open to.use prior to its final acceptance. When Work is suspended as herein provided, payments for completed portions of the Work will be made as herein provided for normal progress payments and pursuant to Section 3.08, an extension of time for completing the suspended Work may be made. ON ARTICLE 4: INFORMATION AND SERVICES REQUIRED OF OWNER 4.01 If the Work is to be performed in an existing structure, Owner shall .only be required to furnish drawings of the Project located on the Site within which the Work is to be' performed which are available (at no additional cost) to Owner as of the effective date of this Agreement. 4.02 Information in the possession of Owner which is needed for furthering the Work shall be furnished by Owner within a reasonable time. ARTICLE 5: PERFORMANCE 5.01 Contractor represents that (i) Contractor has carefully reviewed the Contract Documents, (ii) the Contract Documents are complete, and (iii) the Contract Documents are sufficient to enable Contractor to construct the Work for the Contract Sum, within the contract time and in strict accordance with the Contract Documents, in accordance with all laws, orders, rules, regulations, ordinances, resolutions, permits, approvals and other government requirements (collectively, "Laws"), and otherwise to fulfill all Contractor's obligations hereunder.. Contractor represents that Contractor has visited the Site, examined and made itself fully familiar with all conditions affecting the Work, and affecting the Site and has correlated Contractor's observations with the requirements of the Contract Documents. If Contractor performs any Work in accordance with the Contract Documents which Contractor knows, or a first class contractor upon reasonable inquiry should have known, to be contrary with any applicable Laws of any public authority bearing on the performance of the Work, Contractor, shall assume full responsibility therefor and shall bear all costs attributable thereto, including any necessary alterations. Errors, inconsistencies or omissions known to or discovered by Contractor shall be reported to Owner and, if applicable, architect at once. Contractor shall be responsible for inspection of portions of Work already in place to determine that such portions are in proper condition to receive subsequent Work. Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved (or approved as noted) shop drawings, product data or samples for such portion of the Work. All of the General Conditions Items musts be performed by Contractor and may not be included in any contract with any trade subcontractor. Contractor shall cause its "Key Staff Members," as listed on Exhibit D of the Agreement, to be continuously engaged in the Work and Contractor shall not substitute any such Key Staff Member or alter their responsibilities related to the Work without Owner's prior written consent. 5.02 Contractor shall not award or enter into any contract with any subcontractor or material supplier without Owner's approval of the identity of such subcontractor or material supplier.: As soon as practicable after the full execution and delivery of this Agreement by Owner and Contractor, Contractor shall furnish to Owner in writing the names of the proposed subcontractors and material suppliers (including those who are to furnish materials or equipment fabricated to a special design) anticipated for each of the principal portions of the Work. Owner will promptly reply to Contractor in writing stating whether or not Owner has any reasonable objection to any such proposed person or entity. 5.03 Contractor shall not contract with any such proposed person or entity to whom Owner has made reasonable objection under the provisions of Section 5.02. Contractor shall not be required to contract with anyone to whom it has a reasonable objection. 5.04 Contractor shall supervise and direct the Work, using its best skill and attention acting as a first class contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures, whether performed by Contractor "or a subcontractor, and for coordinating all portions of the Work under the Contract Documents. 5.05 Contractor shall at all times enforce strict discipline and,good order among its employees, and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. Owner may request the replacement of any of Contractor's or subcontractor's employees or independent contractors, with or without cause, and Contractor, or subcontractor as the case may be, immediately shall remove and replace such employee or independent contractor with a substitute acceptable to Owner. 5.06 Contractor agrees that Contractor shall be responsible for the conduct of all of Contractor's employees and those of its subcontractors. Contractor shall cause all workers to eat their lunches in the area designated by Owner. Contractor shall provide all workers with and ensure that they utilize the approved portable sanitary facilities located in an area designated by Owner, if required by Owner. Contractor shall not permit workers to interrupt the business being conducted by any party in any areas not within the specific area within which the Work is to be performed or do any other act which may be offensive or detrimental to the reputation of Owner, Site, or any tenant or offensive to the patrons of the tenants of the adjoining enterprises. Without prior approval of Owner, Contractor shall not permit any workers to use any portion of completed Work, the Site or adjacent facilities, except as designated and approved by Owner. 5.07 Contractor shall be responsible to Owner for the acts and omissions of its employees, subcontractors, material suppliers, their respective agents, invitees, and employees and all other persons performing any of the Work under a contract with Contractor. 5.08 Unless otherwise specifically noted, Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment, machinery, transportation, and other facilities and services necessary for the proper execution and completion of the Work. Contractor shall be responsible for ensuring that adequate utilities are available and provided to the Site in order to perform the Work and ensure the safety of all persons on or around the Site. 5.09 Contractor shall employ a competent project manager and necessary assistants who shall be. in attendance at the Site during the progress of the Work. The project manager shall represent Contractor and all communications given to the project manager shall be as binding as if given to Contractor. Important communications shall be confirmed in writing. Other communications shall be so confirmed on written request in each case. The project manager is subject to removal by Owner in accordance with Section 5.05 above. 5.10 Contractor warrants to Owner and its assigns, if any, all Work performed and material and equipment furnished against defects and deficiencies which develop within (i) as to those portions of the Work not covered by the following subsection 5.10(ii), a period of one year from the date of substantial completion of the Work, or if such defect is not discovered within one year from substantial completion of the Work, a period of one year from the time such defect should have been discovered with the exercise of reasonable diligence, or (ii) any period specified by law or by the Contract Documents as to any part of the Work which is longer than the period specified in Section 5.10(i). Such warranty period shall be extended with respect to portions of the Work first performed after substantial completion (including correction work) ("Extension Work") to the same warranty period after substantial completion of such Extension Work. Contractor shall promptly correct any Work that fails to conform to the requirements of the Contract Documents where such nonconformity appears during the progress of the Work and the applicable warranty period. The foregoing time limitations shall not apply to defects and deficiencies which are latent and not readily ascertainable by ordinary observation. The warranty period for heating, .ventilating or air conditioning facilities incorporated as part of the Work shall not commence until the same are turned over to and accepted by Owner for Owner's exclusive use on and after substantial completion of the Work. 5.11 Contractor shall require each subcontractor to execute and deliver to Owner a warranty of the Work to be performed by such subcontractor, in form satisfactory to Owner which shall equal or exceed the requirements of Section 5.10 above and shall be freely assignable by Owner of no cost to assignee or Owner and otherwise be in form and substance satisfactory to Owner. Such warranty by a subcontractor shall be enforceable directly by Owner or its assignee, if any, against each such subcontractor and shall be in addition to any warranty or guarantee provided by Contractor herein. Each subcontract agreement shall specifically provide that Owner and its assigns, if any, are intended third party beneficiaries of such subcontract agreement, and'are entitled to the benefit of the performance of the subcontractor and may enforce the obligations and responsibilities of the subcontractor directly against the subcontractor. Contractor shall assign all such subcontractor warranties and guaranties to Owner as a condition precedent to Contractor's receipt of the final payment of the Contract Sum. Contractor shall also require each subcontractor, to the extent of the Work to be performed by the subcontractor, to be bound to Contractor'by the terms of the Contract Documents, and to assume with respect to Contractor all the obligations and responsibilities which Contractor, under the Contract Documents owes to Owner, including Contractor's indemnification obligations. 5.12 Contractor shall obtain warranties with respect to all equipment,and materials and personal property supplied with respect to the Project from the respective suppliers, at least as favorable as those generally supplied with respect to such equipment, materials and personal property by suppliers thereof, which warranties shall be enforceable directly by Owner or any assignee against such suppliers and shall be in addition to any warranty or guarantee provided by Contractor herein. All warranties shall start upon the first date when Work is substantially completed and written, final, unconditional acceptance of the space to be improved by the Work is issued by the City. Contractor shall assign all warranties and guaranties relating to all such equipment and materials and personal property supplied with respect to the Project to Owner as set forth above as a condition precedent to Contractor's receipt of final payment of the Contract Sum. 5.13 Contractor covenants and warrants to Owner that all materials and equipment incorporated in the Work will be new unless otherwise specified, and that all Work will be of good quality and workmanship consistent with industry standards, free from faults and defects and in conformance with the Contract Documents. Contractor's obligations set forth in the preceding sentence shall not be limited by any specific warranty set forth in Section 5.10. All Work not so conforming to these standards, including substitutions not properly approved or authorized, may be considered defective. If required by Owner, Contractor shall furnish satisfactory evidence of the kind and quality of labor, materials and equipment incorporated in any portion of the Work. 5.14 Should Contractor cause damage to the Work or the property of Owner, or to other work or property on or off of the Site, Contractor shall promptly, remedy such damage. In the event Contractor fails to do so, Owner may remedy such damage and charge the cost thereof to Contractor and deduct the amount of any such payment from future amounts otherwise due or to become due to Contractor or require Contractor to immediately reimburse Owner, at Owner's option. 5.15 Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by Contractor, regardless of whether such taxes are legally enacted at the time bids are received. 5.16 As part of the cost of the Work, Contractor shall secure and pay for any and all permits and licenses necessary for the proper, execution and completion of the Work, including, where applicable, plan check,_utility connection, building, tap -on, and occupancy permits, unless any of said permits and licenses have been obtained by or on behalf of Owner prior to the execution of this Agreement. Further, as part of the cost of the Work, Contractor shall secure and pay for any inspections, reviews and approval fees and licenses necessary for the proper completion of the Work and shall pay for any and all other fees and costs associated with governmental review and approval. 5.17 Contractor shall give all notices and comply with all Laws of any public authority bearing on the performance of the Work, and shall notify Owner if, to the best of Contractor's knowledge acting as a first class contractor, any drawings and specifications are at variance therewith. 5.18 Contractor shall confine operations at the Site to areas permitted by applicable Laws and the Contract Documents and shall store materials in accordance with Owner's direction. Contractor shall not utilize the Site so as to interfere with Owner's operations or any Work being prosecuted by others. Contractor shall control both public and construction traffic and parking as Owner and the City direct. 5.19. The size, content, and placement of all signs advertising operations of Contractor or any of its subcontractors shall be subject to applicable Laws and Owner's prior approval. 5:20 Contractor shall be responsible for all cutting, fitting, or patching that may be required to complete the Work or to make its several parts fit together properly. Contractor shall not damage or endanger any portion of the Work or the work of Owner or any separate contractors by cutting, patching, or otherwise altering any work. Contractor shall not cut or otherwise alter the work of Owner or any separate contractor except with the written consent of Owner and, if applicable, of such separate contractor. Contractor shall not unreasonably withhold from Owner or any separate contractor its consent to cutting or otherwise altering the Work. 5.21 At all times Contractor shall keep the Site and surrounding area free from accumulation of waste materials or rubbish caused by Contractor's operations. At the completion of the Work, Contractor shall remove all 0 i r of its waste materials and rubbish, as well as all of its tools, construction equipment, machinery, and surplus materials including those of Contractor's subcontractors and material suppliers and others for whom Contractor is responsible) from and about the Site. if Contractor fails to clean up at the completion of the Work, Owner may do so and charge the cost thereof to Contractor, or at Owner's option, deduct the expense 'thereof from amounts due or otherwise to become due to Contractor or require Contractor to immediately reimburse Owner, at Owner's option. 5.22 Contractor shall pay all royalties and license fees and other similar fees associated with the Work and shall defend all suits or claims for infringement of any patent or similar rights and shall save Owner harmless from loss on.account thereof. To the extent architect has informed Owner that any patents have been designed onto the Work, such patents are listed on the first page of this Agreement. 5.23 Attached as Exhibit E hereto is the agreed upon detailed Progress Schedule, which contains a description of the various components of the Work, the completion date and value of each such component; and cross references identifying the section of the Specifications in which each component is described. Should the Work fall behind schedule for any reason other than those described in Section 3.03, Contractor immediately shall take all necessary action to return, and shall be solely responsible for any additional costs associated with returning, the Work to an "on schedule" condition. Owner shall be entitled to all information necessary to verify any item in the schedules. If Owner determines that the performance of the Work is more than ten (10), days behind schedule or the level of completion required by the Contract Documents, Owner shall have the right, but no obligation, to order Contractor to take corrective measures necessary to expedite, the progress of construction, including (i) working additional shifts or overtime, (ii) supplying additional manpower, equipment, and facilities, and (iii) other similar measures (collectively, Extraordinary Measures"). The determination of whether the progress of the Work is behind schedule shall take into account any extensions in time to which Contractor is entitled under Article 3 hereof. Owner may continue to require Contractor to use Extraordinary Measures until the progress of the Work complies with the stage of completion required by the Contract Documents. Owner's right to require Extraordinary Measures is solely for the purpose of ensuring Contractor's compliance with the Progress Schedule. In no event shall Owner have control over, charge of, or any responsibility for construction means, methods, techniques, sequences or procedures or for safety precautions and programs in connection with the Work, notwithstanding the rights and authority granted in this Section 5.23 or elsewhere in the Contract Documents. Contractor shall not be entitled to an adjustment in the Contract Sum in connection with Extraordinary Measures required by Owner under or pursuant to this Section 5.23. Owner may exercise its rights under or pursuant.to this Section 5.23 as frequently as Owner deems necessary to ensure that Contractor's performance of the Work will comply with the Progress Schedule and the Contract Documents. 5.24 Contractor shall maintain at the Site for Owner one record copy of all drawings, specifications, addenda, change orders, and other modifications, in good order and marked currently to record all changes made during construction and approved shop drawings, product data and samples. All of the above items shall be delivered to Owner upon completion of the Work. 5.25 Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, age or national origin or ancestry. Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, age or national origin or ancestry. Such action shall include, but not be limited to, the following: employment, job classification, upgrading, promotion, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and.selection for and quality of training, including apprenticeship. Contractor shall post in conspicuous places, available to employees and applicants for employment, notices to be provided by the appropriate agency having jurisdiction, over equal employment opportunity. Contractor will, in all solicitations or advertisement for employees placed by or on behalf of Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, age or national origin or ancestry. 5.26 ' Contractor shall not use in connection with the Work any hazardous waste, toxic substance or related materials ("Hazardous Materials"), in such manner as would violate any Laws or would cause substantial damage or a risk of substantial damage to'the environment; or in such a manner as to leave any residue which could be hazardous to persons or property or cause liability to Owner. Upon Contractor encountering any Hazardous Materials at the Site not contemplated to be handled as part of the Plans and Specifications included on Schedule 1 to Exhibit'A hereto, Contractor shall immediately notify Owner in writing of such encounter and stop all Work related to such 10 Hazardous Materials until Contractor and Owner can determine an appropriate course of action. For purposes of this Agreement the term "Hazardous Materials" shall include, but shall not be limited to, substances defined. as hazardous substances" or "toxic substances" in the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, 42 U.S.C. Sec. 9061 et seq., Hazardous Materials Transportation Act, 49 U.S.C. Sec. 1802, and the Resource Conservation Act and Recovery Act, 42 U.S.C. Sec. 6901 et seq. or in any state Laws regulating Hazardous Materials or the environment. The foregoing shall not be deemed to prohibit Contractor from using in the Work any item specified by name in the Plans and Specifications so long as the use of such item is in accordance with its instructions and applicable Laws. 5.27 The Contract Sum is based on the Progress Schedule. Notwithstanding the foregoing, in the event a) an operation or task such as a concrete pour requires overtime for completion of a pour -or finishing of concrete, such operation or task shall be completed regardless of length of the work day or week, or (b) if an operation or task is such that its accomplishment during normal business hours would interferewith the conduct of normal operations or business being conducted by Owner, Owner's tenants or others in the vicinity of the Site (which normal hours are listed on the Cover Schedule), such operation or task shall be accomplished during hours other than normal business hours so that such business operations shall not be interfered with, and in the cases of (a) or (b) above, Contractor shall not be entitled to any additional payment for any resulting overtime. Except as expressly provided for in the Contract Documents, Contractor shall not be entitled to any additional payment for overtime required to complete the Work in accordance with the Progress Schedule. For the purpose of this Section any reference to overtime work shall be deemed to include shift work. 5.28 (a) Contractor shall procure, review, and submit, with reasonable promptness and in such sequence as to cause no delay in the Work or in the Work of Owner or any separate contractor, all shop drawings,. product data and samples required by the Contract Documents. Contractor shall promptly prepare and deliver to Owner and architect a complete and detailed schedule specifying all submittals which are required or anticipated to be delivered by Contractor hereunder. b) Should any portion of the Work requiring submission of a shop drawing, product data or sample be commenced prior to such submittals having been approved by the architect and Owner, such portion of the Work, to the extent the same shall not be in accordance with subsequently approved submittals, shall be at Contractor's sole risk and shall be deemed defective Work, and shall be corrected by Contractor pursuant to this Agreement at no cost to Owner. 5.29 Contractor shall be responsible to ensure that all shop drawings, product samples and other items which are based upon the Plans and Specifications for the Work do not deviate from said Plans and Specifications, notwithstanding that Owner or architect may have reviewed and approved such shop drawings, samples or other items, it being agreed by Contractor that such review and approval by Owner or architect shall in no way relieve Contractor from Contractor's responsibility to perform the Work in accordance with the Contract Documents unless such, deviations are specifically noted in writing by Contractor and specifically approved in writing by Owner. 5.30 Contractor shall maintain complete and accurate books, and records detailing all costs of Work and. calculation of Contractor's Fee included in the Contract Sum, which such books and records shall be open to Owner's audit and inspection. If Owner determines that the Contract Sum includes any costs or expenses other than those actually incurred by Contractor in performance of the Work, plus Contractor's Fee, Contractor shall immediately reimburse Owner for such amounts. The provisions set forth under this Section 5.30 shall survive the expiration, termination or cancellation of this Agreement. 5.31 Contractor shall not permit either its employees or those of its subcontractors to bring or consume alcoholic beverages or narcotics onto the Site. Contractor shall prohibit, smoking by Contractor's and all subcontractor's employees except in areas, if any, designated by Owner as places where smoking is allowed. 5.32 Contractor shall take special care in occupied areas to safeguard equipment and furniture and where Work occurs in proximity to computer and other equipment, extraordinary precautions will be required to insure that such equipment suffers no damage. 11 0 i 5.33 If the Work requires a temporary shutdown of a building service,,Contractor shall cause -such Work to be accomplished during other than normal hours (which must be reflected in a separate line item in the Schedule of Values) and coordinated with Owner at Contractor's expense; provided, further, that Contractor shall give adequate notice to Owner that Contractor will require a shutdown of such services. 5.34 Contractor shall use the Site only for purposes necessary to the performance of the Work. Only materials and equipment which are to be used directly in the Work shall be brought to and stored on the Site by Contractor. Materials or equipment no longer required for the Work shall be promptly removed from the Site. , 5.35 Contractor and any entity for which Contractor is responsible shall not erect any sign on the Site without the prior written consent of Owner, which may be withheld, conditioned or delayed in the sole discretion of Owner. The size, content, and placement of all signs advertising operations'of Contractor or any of its subcontractors shall be subject to Owner's prior approval and all applicable Laws. ARTICLE 6: INTENTIONALLY DELETED ARTICLE 7: CHANGES IN THE WORK 7.01 Owner may order additions, deletions or other modifications in the Work by giving Contractor written notice of said change or modification pursuant to a change order, in the form as set forth on Exhibit F, attached hereto and incorporated herein,. stating with particularity the changes involved, the adjustments to the Progress Schedule or other provisions of the Contract Documents relating to time and other pertinent information. A change order shall constitute the final agreement on all matters relating to the change in the Work which is the subject of the change order, including all direct and indirect costs associated with such change and any and all adjustments to the GMP, Contract Sum and the Progress Schedule. When a change order is issued, the Contract Sum shall be adjusted as follows: a) Additions: Where Owner increases the scope of the Work resulting in an increase in Contractor's cost of performing the Work, if Contractor performs the additional Work, Contractor shall be allowed an increase in the Contract Sum amounting to the cost (as defined in Section 7.03) of performing the additional Work without a. change in Contractor's GC Payment unless agreed to in writing.and in advance by Owner. If a subcontractor or a group of subcontractors, at any tier, performs the additional Work, Contractor will be allowed an increase in the Contract Sum amounting to the subcontractor's or subcontractors' actual cost of performing the additional Work together with Subcontractor's Additive Percentage (as set forth on the Cover Schedule) for overhead and profit for the subcontractor(s) at all tiers which actually performed the additional Work. In no event, however, shall Owner pay Contractor more than the sum of the actual cost of the additional Work paid to subcontractor(s) at all tiers plus Contractor's Additional Additive Percentage (as set forth on the Cover Schedule) of the actual cost of the additional Work for overhead and profit paid to subcontractors at all tiers. b) Deletions: Where Owner decreases the Work resulting in a decrease in Contractor's cost as defined in Section 7.03) of performing the Work without a change in Contractor's GC Payment unless agreed to in writing and in advance by Owner, Owner shall be allowed a decrease in the Contract Sum amounting to the estimated cost of performing the deleted Work. If a subcontractor or a group of subcontractors, at any tier, had been engaged to perform the deleted Work, Owner shall be allowed a decrease in the Contract Sum amounting to the estimated cost of performing the deleted Work together with the Deductive Percentage (as set forth on the Cover Schedule) for overhead and profit for the subcontractor or subcontractors, at any tier, engaged to perform the deleted Work. c) Allowances: The Contract Sum may include several items which are considered to be allowances. If the cost of these items is increased or decreased, the Contract Sum shall be altered by the actual increase or decrease of said allowance without markup for Contractor's overhead, profit or fee. Contractor shall separately identify costs associated with such allowances in each application for payment. d) Any claim by Contractor for additional compensation or payment for any portion of the Work which Contractor is entitled to under the specific terms of this Agreement, if any, shall be made as a request for 12 a.change order in writing to Owner not more than five (5) business days after the commencement of the event giving rise to such claim; otherwise said claim shall be waived. The presentation of any such claim shall not establish the validity of the claim. With such claim, Contractor shall provide the basis of such claim, an estimate of the cost, and probable effect of such delay on the progress of the Work, and Contractor shall immediately use its best efforts to lessen any adverse impact of such claim. if Owner shall approve the claim, Owner shall issue a change order adjusting the Contract Sum. If Owner, shalldisapprove the claim, Owner shall issue a written statement setting forth the reasons for such disapproval within five (5) business days. 7.02 Contractor shall not receive any compensation or any adjustment in the Contract Sum or the time for performance under this Agreement as a result of any alterations or additions in connection with any work, services or other activities of Contractor pertaining to the Project unless such work, services or other activities is authorized in a change order, as more specifically described in Section 7.01 above. No course of conduct or dealing between the parties, no express or implied acceptance of alterations or additions to the Work and no claim that Owner has been unjustly enriched by any alteration or addition to the Work, whether or not there is any unjust enrichment, shall be the basis of any claim for adjustment in compensation due Contractor in connection with the Project or for adjustment in any time period provided for under the Agreement. Moreover, Contractor hereby waives and forfeits all claims that any work, services or other activities were performed pursuant to an oral contract or other oral agreement separate from the Contract Documents. TO If the adjustment to the Contract Sum set forth.in Section 7.01 is not agreed upon by Owner, and Contractor in advance, Owner may nevertheless give Contractor written direction to proceed with the Work in question, in which event. Contractor shall promptly proceed to perform the Work involved. The cost of such Work shall then be determined by Owner or its designee on the basis of the reasonable expenditures and savings (similar to those utilized in the determination of the cost of the Work) of those performing the Work attributable to the change; provided, however, that to the extent changes in the Work involve items for which unit price have been provided, including the agreed unit prices set forth on Exhibit G, such unit prices, subject to Section 7.04, shall be utilized for such changes. In such case, Contractor shall keep and present, in such form as Owner may prescribe, an itemized accounting together with appropriate supporting data for inclusion in a, change order within ten (10) days of a request for change. Unless otherwise provided in the Contract Documents as used herein'for change orders and for all other determinations of the cost of the work provided for in this Agreement or the other Contract Documents, the "cost" and "cost of the Work" shall be limited to the following: cost of materials, including sales tax, as applicable, and cost of delivery; cost of labor, including social security, old age, and unemployment insurance, and fringe benefits required by agreement or custom; worker's or workmen's compensation insurance; Contractor's GC Payment or General Construction Items; bond premiums; general liability insurance; and rental value of equipment and machinery. As used throughout the Contract Documents, the term "cost of the Work shall not include any expense or cost which would cause the Contract Sum to exceed the GMP. Pending receipt of the final determination of cost by Owner, no payments on Contractor's account shall be made. The amount of credit to be allowed by Contractor to Owner for any deletion or change which results in a net decrease in the Contract Sum will be the amount of the actual net cost as confirmed by Owner., When both additions and credits covering related Work or substitutions are involved in any one change, the allowance for overhead and profit, if any, shall be computed.on the basis of the net increase or decrease, if any, with respect to that change. 7.04 If unit prices are stated in the Contract Documents, as an Exhibit hereto or otherwise, or as subsequently agreed upon, and if the quantities originally contemplated are changed in a proposed change order so that application of the agreed unit prices to the quantities of Work proposed will cause substantial inequity to Owner or Contractor, the unit prices shall be equitably adjusted. Labor and materials costs related to any items covered by unit prices shall (i) be paid for by only on such unit price basis and (ii) constitute a "cost" when and only,to the extent fully incorporated into the Work. 7.05 The Contract Sum and the contract time, including Progress, Schedule, may be changed only by change order signed by or on behalf of Owner and Contractor. ARTICLE 8: PROTECTION OF PERSONS AND PROPERTY Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. Contractor shall take all reasonable precautions for the safety of, and shall 13 provide all reasonable protection to prevent damage, injury or loss to: (1) all employees and subcontractors on the Work and other persons who may be affected thereby; (2) all the Work and all other materials and equipment to be incorporated therein; (3) other property at the Site or adjacent thereto; (4) Owner, its employees, agents and invitees; and (5)'the public. Contractor shall comply with all applicable Laws of any public authority having jurisdiction over the safety; of persons or property or for the protection of same from damage, injury or loss. Contractor shall further ensure that all subcontractors comply with all applicable Laws of any public authority having jurisdiction over the safety of persons or property or the protection of them from damage, injury or loss. All damage or loss to any property caused in whole or, in part by Contractor, any subcontractor, material supplier, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall be the sole responsibility of and remedied by Contractor. The obligations of this Section shall continue until written, final, unconditional acceptance of the space to be improved by Work is issued by Owner and the City. ARTICLE 9: DEFAULT AND TERMINATION 9.01 If Contractor fails to correct defective Work as required by Section 5.10, or fails to carry out the Work in accordance with the Contract Documents and/or the Progress Schedule, Owner, by a written order signed by Owner or by its agent, may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. Such right of Owner to stop the Work, however, shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor or any other person or entity, nor shall Contractor's obligation to correct any deficiencies or to return the project to an "on -schedule" condition, all at Contractor's expense, be relieved; and no claim shall be filed against Owner for having stopped the Work. 9.02 If Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents' and/or the Progress Schedule and fails, within forty-eight (48) hours after receipt of written notice from Owner, to commence and continue correction of such default or neglect with diligence and promptness, Owner may, after seventy-two (72) hours following receipt by Contractor of an additional written notice and without prejudice to any other remedy Owner may have, use its own or other forces to correct such deficiencies. In such case, an appropriate change order shall be issued deducting from the payments then or thereafter due Contractor the cost of correcting such deficiencies, including compensation for Owner's additional services and expenses made necessary by such default, neglect, or failure. If the payments then or thereafter due Contractor are not sufficient to cover such amount, Contractor shall pay the difference to Owner. 9.03 If Contractor or one or more of its subcontractors is adjudged bankrupt, or if Contractor makes. a general assignment for the benefit of its creditors, or if a receiver is appointed onaccount of its insolvency, or if Contractor persistently or repeatedly refuses or fails; except in cases for which extension'of time is provided, to supply enough properly skilled workmen or proper materials, or if Contractor fails to make prompt payment to subcontractors or material suppliers or for materials or labor, or persistently disregards Laws of any public authority having jurisdiction, or defaults in the performance of Contractor's obligations under the Contract Documents, then Owner may, without prejudice to any right or remedy and after giving Contractor and its surety, if any, seven (7) days' written notice, terminate the employment of Contractor and take possession of the Site or the Project or such portion of the Site or Work as Owner deems necessary, and of all materials, equipment, tools, construction equipment, and machinery thereon owned by Contractor or its terminated subcontractor(s)'and may finish the Work by whatever method Owner may deem expedient. In such case, Contractor shall not be entitled to receive any further payment with regard thereto until the Work is finished. 9.04 At any time and with or without reason, Owner may, upon written notice, terminate the performance of Work under this Agreement in accordance with this Section 9.05, in whole or in part, whenever Owner determines that such termination is in, the best interest of Owner. Owner shall effectuate such termination by delivering to Contractor a notice entitled "Notice of Termination for Convenience" specifying the; extent to;which performance of Work under this Agreement is terminated and the date upon which such termination becomes effective. 9.05 If Owner terminates the Work under this Agreement as provided for in Section 9.05, Contractor shall be entitled to recover the actual cost of the Work, as referenced in Section 7.03, up to the effective date of Notice of Termination for Convenience together with the pro rata portion of Contractor's Fee attributable to such the of Work completed, but shall not recover any additional sums for any other purpose or reason, including but not limited to the 14 DATE: 44-A, BUSINESS/PROJECT j) NAME: ADDRESS: % l l t a 1 CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PERMIT NUMBER: /r- 49 0 r' PHONE: PHONE: 407.688.5052 FAX: 407.688.5051 PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ J FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK , DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: NO TOTAL FEES Fly 3 3 kgs 5rI,C-C, A 3 rol /'r 33 y1 s, t 90. s 0 X307 d0 SoZ CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 CA DATE:. PERMIT NUMBER: BUSINESS/PROJECT NAME: ' L, ADDRESS: /xr-' /J /" CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O FIRE ALARM [ ] FIRE SPRINKLER [)HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: -IQ -IQ D ATE: BUSINESS/PROJECT NAME: ADDRESS: lx I exU/ CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: /5 rZo5 1;Dkil PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM ji FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: e1 -Sr, vo 5/30/18 RE: Power of Attorney Flagship General Contractor, LLC hereby designates and appoints George Murray as our agent to be my lawful attorney-in-fact to act for me for purpos . es of representing us for permitting for the City of Sanford. George Murray is hereby vested with authority to make any representations, agreements or promises which are necessary in conjunction with this process. Contractor Name) (Type or print) 0 cz" ontractor Signature) (Title) The foregoing instrument was acknowledged befor me this30 day of 20t 0 by khV who is 1personally known to me or o produced as identification CAR EN Pfky Pu R VILYS late of Florida CARLY S. ERVIN Notary Pub I icPublic -State of Florida MMyomm s Oct i 01Expirest172 8Y.Comm. Expires oct 17 2018SealNotaryI)mmission # FF 1 34 53Commission # FIF 134i53 M F ri, g—j,,s I i p TkE LAU26SH17% 11h MKS 1190 BUSINESS CENTER DRIVE - SUITE 2000 LAKE MARY, FL 32746 OFFICE (407) 246-1144 FAX (407) 246-11155 This instrument was prepared by and should be returned to: Chad A. Shimel, Esq. Cramer, Price & de Armas, P.A.. 1411 Edgewater Drive, Suite 200 Orlando, Florida 32804 Folio/Parcel Identification Number: 3 2 - lrt -3o -Sot- 0000 -onto NOTICE OF COMMENCEMENT State of Florida, County of Orange. 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 property (legal description of the property, and street address if available): See attached Exhibit "A" 2. General description of improvement Self -Storage Buildines 3. Owner information; or Lessee information if the Lessee contracted for the Improvement Name RINEHART SS ASSQCIATES, LLC Address 1190 Business Center Drive. Suite 2000, Lake Marv, Florida 32746 Interest in Property Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name FLAGSHIP GENERAL CONTRACTOR, LLC Telephone Number Address 1190 Business Center Drive, Suite 2000, Lake Mary, Florida 32746 5. Surety (if applicable, a copy of the payment bond is'attached) Name Telephone Number Address Amount of Bond $ 6. Lender Name MUTUAL OF OMAHA BANK Telephone Number Address 5525 Merle Hay Road, Suite 290. Johnston. IA 50131 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided.by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 8 In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713,13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date is one year from the date, of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THEEXPIRATION OF THE NOTICE IOF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS; UNDER 13CHAPTER7, 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. Notice of Commencement 8836238_1 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018059274 BK 9139 Pgs 1091 - 1095; (5pgs) E -RECORDED 05/24/2018 09:52:25 AM 44.00 RINEHART SS ASSOCIATES, LLC, a Delaware limited liability company By: FLAGSHIP BV SELF STORAGE JV, LLC, a Delaware limited liability company, its Sole Member By: SHIP GE ASSOCIATES, LLC, a Florida limited liability company, its Operas mbar B : Sole MemE Signatu essee, or Owners or Le zed Ofricer/Director/Partner/Manager Signator Theodore A. Bolin The foregoing instrument was acknowledged before me this day of May, 2018, by Theodore A. Bolin, as the Sole Member and Manager of FLAGSHIP STORAGE ASSOCIATES, LLC, a Florida limited liability company, on behalf of the company as the Operating Member of FLAGSHIP BV SELF STORAGE JV, LLC, a Delaware limited liability company, on ofNcbrt4hvbrc---State Sole r RINEHART SS ASSOCIATES, LLC, a Delaware limited liability company, on c A. e of Florida Print, type, or stamp commissioned name of Notary Public Personally Known _ Type of ID Produced OR Produced ID tVY ws = Shlmel f Florida Vmoo1 Sai22 r s 11,iLr Notice of Commencement 8836238_1 CFN# 2018059274 OFFICIAL RECORDS 0 DOC—TYPE NC BK 9139 PG 1092 PAGE 2 OF 5 LEGAL, DESCRIPTION EXHIBIT "A" A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING A PORTION OF WILSON AVENUE AND A PORTION OF LOT 1, ALL OF PINE LAKE GROVES, AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, RUN NORTH 89052'39" EAST, ALONG THE NORTH LINE OF SAID SECTION 33 AND NORTH RIGHT OF WAY LINE OF SAID WILSON AVENUE, A DISTANCE OF 961.05 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE NORTH 89052'39" EAST, ALONG THE NORTH LINE OF SAID SECTION 33 AND NORTH RIGHT OF WAY LINE OF WILSON AVENUE, A DISTANCE OF 357.83 FEET TO A POINT ON THE EAST LINE OF SAID PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 00°25'04" WEST, ALONG SAID EAST LINE, A DISTANCE OF 30.00 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 00°25'04" WEST, ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 487.21 FEET TO A POINT ON THE NORTHERLY LIMITED ACCESS RIGHT OF WAY LINE OF STATE ROAD 417 AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 77160-2441; THENCE NORTH 62049'00" WEST, ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 397.21 FEET; THENCE, DEPARTING SAID LIMITED ACCESS RIGHT-OF- WAY, NORTH 00007'21" WEST A DISTANCE OF 334.97 FEET TO THE POINT OF BEGINNING. TOGETHER WITH a Temporary Access Easement described as follows: A portion of Wilson Avenue being a 30.00 foot wide right of way as shown on PINE LAKE GROVES, according to the plat thereof as recorded in Plat Book 9, Page 27, Public Records of Seminole County, Florida. Said portion of Wilson Road lying in the Northwest 1/4 of Section 33, Township 19 South, Range 30 East, being North of Lot 1 of said PINE LAKE GROVES and being more particular described as follows: COMMENCE at the Northwest corner of the Northwest 1/4 of Section 33, Township 19 South, Range 30 East, thence North 89°52'39" East, along the North line of said Northwest 1/4, a distance of 27.94 feet to the POINT OF BEGINNING; thence continue North 89°52'39" East, along the North line of said Northwest 1/4, a distance of 427.29 feet; thence South 00°07'21" East a distance of 30.00 feet, thence South 89°52'39" West, along the South right of way line of said Wilson Avenue and North line of Lot 1 of said PINE LAKE GROVES, a distance of 427.53 feet to a point on a curve concave Westerly, having a radius of 2628.47 feet, a central angle of 00°39'15" and a CFN# 2018059274 OFFICIAL RECORDS 0 DOC -TYPE NC BK 9139 PG 1093 PAGE 3 OF 5 chord bearing of North 001120'09" East; thence Northerly, along the arc of said curve, a distance.of 30.00 feet'to the POINT OF BEGINNING. AND" TOGETHER WITH a Utility and Access Easement described as follows: A Non-exclusive easement for the, benefit of Parcel l for access, ingress and egress over, across and through, AND utilities over, under, through and across the following described property:- A parcel of land located in the Northwest 1/4 of Section 33, Township 19 South, Range 30 East, Seminole County,'Florida, being a portion of Wilson Avenue and a portion of Lot, 1, all of PINE LAKE GROVES, as recorded in Plat Book 9, PAGE 27, Public Records of Seminole County, Florida. Being:more particularly described as follows: COMMENCE at the Northwest corner of the Northwest 1/4 of Section. 33, Township 19 South, Range 30 East, Seminole County,. Florida, run North 89°52'39" East, along the North line of said Section 33 and North right of way line of said Wilson Avenue, a distance of 455:23 feet to the POINTOFBEGINNING; thence continue North'89°52'39" East, along the North line of said Section 33 and North right of way line of said Wilson Avenue, a distance of 40:00 feet; thence, departing the North line of said Section 33 and North right of way line of said Wilson Avenue, South 00°07'21" East a distance of 25.00 feet- thence North 89°52'39" East a distance of 441.00 feet;'thence jNorth 00007121" West a distance of 5.80 feet; thence North 89°52'39." East a distance of 24.83 feet; thence South 00°07'21 East a distance of 46.92 feet; thence South 89°52'39" West a distance of 1,5.00 feet; thence North 00°07'21" West a distance of 11.12 feet; thence South 89052'39' West a distance of 382.52 feet; thence South 00007'21" East a distance of -19.03 feet; thence South 89652'39" West a, distance of 26.00 feet; thence.North 00°07'21" West a distance of 1'9.03 feet; thence South 89052'39" Westa distance of 17.67 feet; thence South 00007'21" East a distance of 30.69"feet; thence North 89°52'39" East a distance of 3.68 feet; thence South 00°07'21 East a distance of 36.00 feet; thence South 89652'39" West a distance of 18.03 feet; thence North 45004'30" West a distance of 16.97 feet; thence North 00004'30" West a distance of 10.35 feet;. thence North 45°07'21 West a distance of 54.20 feet; thence North 00°07'21" West a distance of 55.00 feet to the POINT OF BEGINNING. AND TOGETHER WITH a Utility Easement described as follows: A Non-exclusive easement for the benefit of Parcel 1 for utilities over, under, through_and.across the following described property: A portion of Lot 1 and'a portion of Wilson Avenue being a 30.00 foot wide right of way,as shown on PINE LAKE GROVES, according to the plat thereof as recorded in PlatB'ook 9, Page 27, Public -Records of Seminole County, Florida. Said portion of Lot 1 and Wilson Road lying in the' Northwest 1/4 of Section 33, Township 19 South, Range 30 East and beingr`more particular described as follows: COMMENCE at the Northwest corner of the Northwest 1/4 of Section 33, Township' 19,South, , Range 30 East, thence North 89'52'39" East, along the North line of said Northwest 1/4, a distance of 27.94 feet to the POINT OF BEGINNING, thence continue North 89°52'39" East, along the CFN# 2018059274 OFFICIAL RECORDS 0 DOC TYPE NC BK 9139 PG 1094 PAGE 4 OF 5 North line of said Northwest 1/4 and North right of way of said Wilson Avenue, a distance of 323.39 feet; thence, departing the North line of said Northwest 1/4 and North right of way of said Wilson Avenue, South 45007'21" East a distance of 35.36 feet; thence North 89°52'39" East a distance of 78.90 feet; thence South 00°07'21" East a distance of 30.00 feet; thence South 89052'39" West a distance of 77.18 feet, North 45°07'21" West a distance of 49.50 feet; thence South 89052'39" West a distance of 315.23 feet to a point on a non -tangent curve concave Westerly, having a radius of 2628.47 feet, a central angle of 00°26'10" and a chord bearing of North 00'13'36" East; thence Northerly, along the are of said curve, a distance of 20.00 feet to the POINT OF BEGINNING. CFN# 2018059274 OFFICIAL RECORDS 0 DOC -TYPE NC BK 9139 PG 1095 PAGE 5 OF 5 sN 0 20i-' CITY OF SU Building & Fire Prevention Division PERMITAPPLICATIONS'k 4FORD_J5, e FIRE DEPARTMENT _ 6ICj Application No: 1 4;A9A980 « — Documented Construction Value: $ Job Address: 1451 Rinehart Road, Sanford,FL 32771 Historic District: Yes Noz Parcel ID: 32-19-30-501-0000-0010 Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use[:] Move Description of Work: Self Storage Facility ^1 Plan Review Contact Person: George Murray Title: Sr. Vice President Phone: 407-463-4785 Fax: Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates, LLC phone: 407-463-4785 Street: 1190 Business Center Drive Suite 2000 Resident of property? City, State zip: Lake Mary, FL 32746 Contractor Information Name John T. Enslow ,' rlG S 'i° Phone: 407-463-4785 Street: 1190 Business Center Drive Suite 2000 Fax: City, State Zip: Lake Mary, FL, 32746 State License No.: CGCO01553 Architect/Engineer Information Name: Robert Beattie- RBE Consulting Services, LLC Phone: 407=796-3820 Street: 2875 Split Oak Court Fax: City, St, Zip: Oviedo, FL, 32766 E-mail: rbecsllc@gmail.com Bonding Company: Mortgage Lender: Mutual of Omaha Bank, ISAOA Address: Address: P.O. Box 60125 i Phoenix, AZ 85082-0215 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: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 00 a 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 copstruction and zoning. c X plc nature of Owner/Agen Date oSignatContractor/Agent Date t1R Owner/ is N niractor/Age Name } CARLY S. ERVIN / Notary Public - State of Florida My Comm. Expires Oct 17, 2018 Commission # FF 134853 Owner/Agent is LfPersonally Known to Me or Produced ID Type of ID CARLY S. ERVIN ' Notary Public - State of Florida My Comm. Expires Oct 17, 2018 Commission # FF 134853 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 F] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: „,? # of Stories: New Construction: Electric - # of Amps /acro Plumbing -.# of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: January 1, 2018 UTILITIES: FIRE: Q0 ILA, 5o 453-7, 5c7 WASTE WATER: BUILDING: - ,?v — Permit Application 7 A s y. 99068)771.25 1639352.50 I 554135.00 10205,018.75 f i P Yw r.ir°`a.-.r w..r•v nry...., ..i r+..W...w.. h.N ..i... }I! v/ / - 0• m0 99068)771.25 1639352.50 554135.00 10205,018.75 f a. Private Garages use Utility, miscellaneous b. For shell only buildings deduct 20 percent c. N.P. = not pennitted d. Unfinished basements (Group R-3) _ $21.00 per sq. ft. rtportant Pomts For purposes of establishing the Permit Fee Multiplier, a the estimated total annual construction value for a The BVD is not intended to apply to alterations or given time period (1 year) is the sum of each building's repairs to existing buildings. Because the scope of value (Gross Area x Square Foot Construction Cost) alterations or repairs to an existing building varies so for that time period (e.g., 1 year). greatly, the Square Foot Construction Costs table does not reflect accurate values for that purpose. The Square Foot Construction Cost does not include However, the Square FooJogonstruction Costs table the price of the land on which the building is built. The can be used to determine the cost of an addition that is Square Foot Construction Cost takes into account basically a stand-alone building which happens to be everything from foundation work to the roof structure attached to an existing building. In the case of such and coverings but does not include the price of the additions, the only alterations to -the existing building land. The cost of *the land does not affect the cost of would involve the attachment of the addition to the related code enforcement activities and is not included existing building and the openings between the in the Square Foot Construction Cost. addition and the existing building. Square Foot Construction Costs a.b,` Group (2018'International Building Code) IA IB, . 1V VA IIA IIB IIIA `E177.76 A-1 Assembly, the with stage 239.41 231.54 226.03 216.67 203.74 209.82 186.11 179.13 A-1 Assembly, theaters, without stage 219.07 211.20. 205.68 196.33 183.65 189.48 166.01 159.03 A-2 Assembly, nightclubs 188.23 182.77 178.14 170.93 161.13 156.68 164.92 145.88 140.94 A-2 Assembly, restaurants, bars, banquet halls 187.23 181.77 94 176.14 169.93 159.13 155.68 163.92 143.88 E161.38 A-3 Assembly, churches 220.05 212.18 206.66 197.31 185.99 180.11 190.46 168.36 A-3 Assembly, general, community halls, libraries, 185.05 177.18 170.67 162.31 148.58 143.75 155.46 131.00 125.02 museums 218.07 210.20 203.68 195.33 181.65 176.76 188.48 164.01 158.03 A-4 Assembly, arenas 192.02 185.04 179.30 170.56 155.93 150.11 164.01 137.00 131.05 B Business 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.39 140.26 E Educational F-1 Factory and industrial, moderate hazard 114.08 108.82 102.59 98.59 88.51 84.45 94.44 74.21 69.43 F-2 Factory and industrial, low hazard 113.08 107.82 102.59 97.59 88.51 83. 93.44 68.43 H-1 High Hazard, explosives 106.73 101.48 32 68 0 96.25 91.26 82.38 77.32 87.10 68.08 N.P. H234 High Hazard 106.73 101.48 96.25 91.25 82.38 77.32 87.10 .68.08 62.30 192.02 185.04 179.30 170.56 155.93 150.11 164.01 137.00 131.05 H-5 HPM I-1 Institutional, supervised environment 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 1-2 Institutional, hospitals 321.25 314.27 308.52 299.78 284.17 N.P. 293.24 265.24 N.P. 1-2 Institutional, nursing homes 222.99 216.01 210.27 201.52 187.89 N.P. 194.98 168.96 N.P. 1-3 Institutional, restrained 218.28 211.30 205.55 196.81 183.43 176.62 190.27 164.50 156.55 4 Institutional, day care facilities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 M Mercantile 140.27 134.81 129.18 122.96 112.68 109.23 116.95 97.44 93.50 R-1 Residential, hotels 193.08 186.60 181.24 173.68 159.89 155.58 173.77 143.39 138.97 R-2 Residential, multiple family 161.95 155.46 150.10 142.54 129.52 125.22 142.64 113.02 108.61 R-3 Residential, one- and two-family ° 151.10 146.99 143.20 139.61 134.50 130.95 137.27 125.85 118.45 R-4 Residential, care/assisted living facilities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 e S-1 Storage, moderate hazard 105.73 100.48 94.25 90.25 80.38 76.32 86:10 66.08 61 .30 S-2 Storage, low hazard 104.73 99.48 94.25 89.25 80.38 75.32 85.10 66.08 60.30 j U Utility, miscellaneous 83.66 79.00 74.06 70.37 63.47 59.32 67.24 50.19 47.80 a. Private Garages use Utility, miscellaneous b. For shell only buildings deduct 20 percent c. N.P. = not pennitted d. Unfinished basements (Group R-3) _ $21.00 per sq. ft. AUC R CITY OF ff-%ORDBuilding_&_F_ire_Prevention Division JUL 3 O ZO 8 PERMIT APPLICATION l+lar_ DEi'A121'MEN't` Application No: g • Zq j Documented Construction Value: $ Job Address: lS / r?G u`T /Gf n7C>>m/ Historic District: Yes No Parcel ID: ) Z 7 C/—Gc.)0 - GG t o Residential[] Commercial Type of Work: NewF'I"'Addition Alteration Repair Demo Change of Use Move Description of Work: ( hoc 7,iC,-/`C<< r Plan Review Contact Person: twl C.%(j i- y Title: Phone: ( 7 y ' ` !7 kS ` Fax: Email: (3 ,fUr p f /aye J Property Owner Information Name/ i . : ISitSS C Clcc 5 Phone: St"r'eet: r L A SIC 26CC)Resident of property? /7 City, State Zip: u. r=fT/' Contractor Information Name r.1S nw ~ 2'O`vn 7[nuc` LL Phone: 96 /! Street: T_/' J (sts 1 a 5 s P , C 2C36c ax: City, State Zip: / CtAJ ,T2 ?`l! State License No.: Ccs /ss3 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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: 6"' Edition (2017) Florida Building Code Revised: January 1, 2018 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. BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: M-C(UTILITIES: ENGINEERING: VWS-15-1gFIRE: COMMENTS: Plumbing[] Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: L—/ 5V Revised: January 1, 2018 Permit Application Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name gewnt's`N a_mePrintContractor/ At-16- Signature ofNotary-State ofFlorida Date S nat-State of FI id Date JOMN M. HNSON MY COMMSSION# FF 956284 EXPIRES: March 23,2020 onded Thru Notary Public Underwriters Owner/Agent'is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID (/ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: M-C(UTILITIES: ENGINEERING: VWS-15-1gFIRE: COMMENTS: Plumbing[] Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: L—/ 5V Revised: January 1, 2018 Permit Application q '11 SECURITY OFFICE 1FFWE13T1AA-GE COMBO, 42 J -BOX PHONI ACCE9 125 Al SUB P Standard Specifications Size interior Finish 20' Long (including hitch) Drywall textured 20' Long box size Vinyl tile floors 8' Wide. Drywall textured flat ceiling 8' Ceiling height Drywall textured walls Ground Mounted Optional carpet Exterior Finish/Frame Optional plumbing 16 gauge steel siding Optional interior buildouts Symbol Description Exterior lights Single pull switch b Double switch 0 Duplex receptacle - 15 amp ymbol Description gwP Duplex receptacle - 15 amp wl gmd d wthr cvr (incudes phone access panel) 4 J•box (phoneldata) m Thermostat Electric Fluorescent ceiling lights 125 amp breaker panel 1201240 Volt single phase Exterior phoneldata access Optional vandal resistant exterior lights www.mobilemini.com Windows/Doors Vertical slider windows wlscreens Exterior security bars Hydraulic door closures Mini blinds MM! high security door system w/ 3 pt interior locking system Aff . . W 0NEra A fzN/, iffc_ T he Slot" ryq a 5pf-rra/rs',5 1-800-950-6464 42:g2 6{ihln Iden, mr. , Al ghl.......d F— tirqu'PV HM l mnito M X Exterior Finish/Frame 16 gauge steel siding 10-16 gauge steel floor joist 12" on center E Standard drip rail gutters M 1 118"plywood sub floor M All steel structural components Aff . . W 0NEra A fzN/, iffc_ T he Slot" ryq a 5pf-rra/rs',5 1-800-950-6464 42:g2 6{ihln Iden, mr. , Al ghl.......d F— tirqu'PV HM l mnito COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT_ NUMBER: 18100006 BUILDING APPLICATION #: 18-10000666 BUILDING PERMIT NUMBER: 1.8.10000666 ig-mos DATE: August 03, 2018 W UNIT ADDRESS: RINEHART RD 1451 32-19-30-501-0000-0010 TRAFFIC ZONE:022 JURISDICTION:, SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT_ NAME: RINEHART S.S ASSOCIATES LLC ADDRESS: 353 N CLARK STREET STE 730 CHICAGO IL 60654 LAND USE: MINI WAREHOUSE SELF STORAGE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1451 RINEHART RD // EXTRA SPACE STORAGE / MINI WAREHOUSE (SELF STORAGE) I------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE` ORD Mini -Warehouses 72.00 113.075 1.000gsft 8,141.40ROADS -COLLECTORS N/A Mini -Warehouses: .00 1.13.075 1000gsft. 00 FIRE RESCUE N/A 00 LIBRARY N/A SCHOOL'S N/A 00 PARKS: N/A 00 00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT DUE 8,141.40 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED''THAT ANY'RIGHTS OF THE.APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULESGOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED., FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 3.2771; 407-665-7356. PAYMENT SHOULD BE MADE TO: 'SEMINOLE COUNTY OR CTTY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER.AT THE TOP LEFT OF THIS STATEMENT.. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT'I'S-NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE S 4. 7 CITY OF Sk N.1 Fu" RD FIRE DEPARTMENT jUN 0 1 2010 Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 .50 Documented Construction Value: $ 20,000 Job Address: -1451 Rinehart Road, Sanford, FL 32771Historic District: Yes Noz Parcel ID: 32-19-30-501-0000-0010 Residential Commercial Type of Work: New Addition Alteration Repair Demo[] Change of Use[:] Move[] Description of Work: Y Plan Review Contact Person: George Murray Title: Sr. Vice President Phone: 407-463-4785 Fax: Email:,gmurray@Flagshipcg.com Property Owner. Information Name Rinehart SS Associates, LLC Street: 1190 Business Center Drive Suite 2000 City, State zip: Lake Mary, FL 32746 Phone: 407-463-4785 - Resident of property? Contractor Information Name John T. Enslow Phone: 407-463-4785 Street: 1190 Business Center Drive Suite 2000 'Fax City, State Zip: Lake Ma ry,FL 32746 State Licene"No,.: CGCO01553 Architect/Engineer Information,.3„, Name: Robert Beattie- RBE Consulting Services, LLCphone: 407-796-3820., Street: 2875 Split Oak Courti== City, St, Zip: Oviedo, FL, 32766 mi Bonding Company: Address: FAX: E-mail: rbecsllc@gmail.com 4ortgage Lender: Mutual of Omaha,Bank, ISAOA aa_.- P.O. Box 60125 Phoenix, AZ 85082-0215 , WARNING TO OWNER: YOUR FAILURE TO RECORD A 10TICE OF COMMENCEMENT MAY RESULT IN YOURn, PAYING TWICE FOR IMPROVEMENTS .TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE .TyE FIRST INSPECTION. IF YOU INTENDOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN<.iATTORNEY BEFORE RECORDING YOUR` NOTICE OF COMMENCEMENT. r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work r installation' has commenced prior to the issuance of a permit and that all work will beperformed to me&. standards of all laws regulaEing construction in this jurisdiction. I understand that a separate permit must :be"secured for electrical work, plum bingi:,'sighs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc FBC 105.3 Shall be inscribed with the date of application and the code m effect;(as of that date 6"' Edition (2017) 17lori0a ,Building Code Revised: January 1, 2018 Pemiiy.A pplication 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. Signatu f Owner/Agent Date Signat mC caner/Age s ame G i -t - Ie o f Contra ctor/ACg e nt lo tl Date Print Contractor/A esNs a /S' U{ ature No(t ate of Florida a e i re o a e ote a e pSPFV '% CARLY S. ERVIN - o:"`'ARLY S. ERVIN Notary Public - State of Florida 5=: ` °__ublic - State of Florida My Comm. Expires Oct 17, 2018 N,` : e=`. Expires Oct 17, 2018 o; FOF Fp ` Co ission # FF 134853 ';g OF F o-OS$IO FF 134853rrF1, hr rdnn Owner/Agent is Personally Known to e or Contractor/Agent isrsonalIV Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 Permit Application CITY OF" T01MSjkAFIRE DEPARTN4ENT nI r ` t C. Building & Fire Prevention Division PERMIT APPLICATION Application No: 1.2 a5o fP ' Documented Construction Value: $ 20,000 Job -Address: -1451-Rinehart-Road- Sanford,FL -32771-- - -Historic District: Yes No Parcel ID: 32-19-30-501-0000-0010 Residential Commercial RV( Type of Work: NewW Addition Alteration Repair Demo Change of Use[] Move Description of Work: ie1f S#er; ge-F-acid+ly I 1-1 r, r -n J Plan Review Contact Person: George Murray Title: Sr. Vicery President Phone: 407-463-4785 Fax: Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates, LLC Phone: 407-4.63-4785 Street: 1190 Business Center Drive Suite 2000 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name John T. Enslow Phone: 407-463-4785 Street: 1190 Business Center Drive Suite 2000 Fax: City, State Zip: Lake Mary, FL, 32746 CGCO01553StateLicenseNo.: Architect/Engineer Information Name: Robert Beattie- RBE Consulting Services, LLC Phone: 407-796-3820 Street: 2875 Split Oak' Court Fax: City, St, Zip.' Oviedo, FL, 32766 E-mail: rbecsllc@gmail.com Bonding Company: Mortgage Lender: Mutual of Omaha Bank, ISAOA Address: Address: P.O. Box 60125 Phoenix, AZ 85082-0215 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 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: 61' Edition (2017) Florida Building Code Revised: January 1, 2018 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. Theactualconstruction value will be figured based on the current -ICC -Valuation Table in effect at the time the perrriif 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. 4 f— Signatuq_ 6/1 f owner/Agent Date Signat a or/Agent Date Ol {ivs o J Swi—ature Notaty to of Fon a a e o?ar *ice = CARLY S. ERVIN g * _ Notary Public - State of Florida My Comm. Expires Oct 17, 2018 rFaFF eP ission # FF 134853Co Owner/Agent is Personally Known to l e or Produced ID Type of ID Print ContractoHA nt'sNa sigiratuie o ; e o on aa e Y ° CARLY S. ERV IN Notary Public - State of Florida My Comm. Expires Oct 17, 2018 11 -OFF -. POS Commissio" FF 134853 Produced ID is Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: January 1, 2018 UTILITIES: FIRE: to Me or Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application Qvnp lr CITY OF Building & Fire Prevention Division 1` PERMIT APPLICATION FIRE DEPARTMENT- € Application No: 1 crj fP, Documented Construction Value: $ 20,000 Job Address: 1451 Rinehart-Road,-Sanford;FL 32771 --- Historic District: Yes No Parcel ID: 32=19=30=501-0000-0010 Residential Commerclalw] Type of Work: New Addition AlterationEIRepair Demo Change tIf Use Move Description of Work: -Seff_Stera9e F -a l+fy1,10+01-MhC1 re- I-- IJl lLLiL2_4A Plan Review Contact Person: George Murray Title: St Vice President Phone: 407-463-4785 Fax: Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates, LLC Phone: 407-463-4785 Street: 1190 Business 'Center Drive Suite 2000 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name John. T. Enslow Street: 1190 Business Center Drive., Suite 2000 City, State Zip: Lake Mary, FL, 32746 Phone: 407-463-4785 Fax: State License No.: CGCO01553 Architect/Engineer Information Name: Robert Beattie- RBE Consulting. Services, LLC Phone: 4077796-3820 Street: 2875 SplitOak_Court City, St, Zip: Oviedo, FL, 32766 Bonding Company: Address: Fax: E-mail: rbecsllc@gmail.com MortgageLender: Mutual of Omaha Bank, ISAOA Address: P.O. Box 60125 Phoenix, AZ 85082-0215 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-plumbin g, 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: 6th Edition (2017) Florida Building Code Revised: January 1, 2018 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 -Tab le 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. 0 62l 1 eJ Signatu f Owner/Agent Date Signat a of Contractor/Agent Date rent wner/Age s arae Print Contractor/A nt's Na c v5/1U o / ature NotaW to of F on a r a e cut on a ate CARLY S. ERVIN oii r % CARLY S. ERVIN Notary Public - State of Florida ' _' ` ° = Notary Public -State of Florida Nye oPo, My Comm. Expires Oct 2018 Nr" bo, My Comm. Expires Oct 17, 2018 O,,OF F O Co ission # FF 134853 - %FOF FP Commissio FF 134853tllll I , FII S2.'t: (:.^>'T'^i-moi-.iSL'y..i-:2-1,'=--T•-•ti-•:; Owner/Agent is. Personally Known t or Contractor/Agent 1s ersonally Known to Me or Produced ID Type of ID 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: - , C %' "l UTILITIES: WASTE WATER: ENGINEERING: Vk- C. 2- l $ FIRE: BUILDING: COMMENTS: Revised: January 1, 2018 Permit Application CITY OF SkNPORD Mw R..J r i Q TA A C I I T Building & Fire Prevention Division PERMIT APPLICATION i Application No: Documented Construction Valuer $. 20,000, 1451-Rinehart-Road,-Sanford--FL-32771_ --- --- -- - -40 -- Job Address. Historic District: Yes No Parcel ID: 32'-19-30=501-0000-0010 Residential Commercial Type of Work: New] Addition Alteration Repair Demo E]Change of Use[] Move Description of Work: tLY. MPSI Plan Review: Contact Person: George Murray Phone: 407-463-4785 Fax: Title: Sr. Vice President Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS' Associates, LLC Phone: 407-463-4785 Street: 1190, Business Center Drive Suite 2000 Resident of property? City, State Zip-. Lake Mary,_, FL 32746 Contractor Information Name John T. Enslow Phone: 407-463-4785 Street: 1190 Business Center Drive Suite 2000 Fax: City, State Zip: Lake Mary, FL, 32746 CGCO01553StateLicenseNo.: Architect/Engineer Information Name: Robert Beattie- RBE Consulting Services, LLC phone 407-796-3820 Street: 2875 Split Oak Court City, St, Zip: Oviedo, FL, 32766 Bonding Company: Address: Fax: E-mail: rbecsllc@gmail.com Mortgage Lender: Mutual of Omaha Bank, ISAOA Address: P.O. Box 60125 Phoenix, AZ 85082-0215 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 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: 61 Edition (2017) Florida Building'Code Revised: January I, 2019 Permit Application I 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 thie 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. Signatu f Owner/Agent Date Signat re of Contractor/Agent Date 7J { slo mt caner/Age s ame c Print Contractor/Ant's Na Signature No(Rtr te of F on a a e i tuie o , e o on a ate oY t;''. CARLY S. ERVIN p<a CARLY S. ERVINatNotaryPublic -State of Florida a* " ° Notary Public - State of Florida P; My Comm. Expires Oct 17, 2018 °• " " •= N + + r, My Comm. Expires Oct 17, 2018 ROF FCo fission # FF 134853 ',FOF F Q:'` Commissio - FF 134653n „O fill... Owner/Agent is. Personally Known toVlVle or Contractor/Agent is ersonally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Gas Roof Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application INSPECTION SEQUENCE BP# 18-2506 ADDRESS: 1451 Rinehart Road BUILD, !--N,-G,, PERMIT a " Min Max Inspection Descri tion 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 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 /Siding. . 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 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 E ECTRICAI PERMI a. ... -;, _p . W , Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final IRI .z,`G7 Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final YiM MY4 X"i NF tri i (( MECHANICAL PERMIT Min Max Ins ection 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 MechanicalFinal b C a, r, tltl f i Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: b - W' K I hereby name and appoint: an agent o£ Name of 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. ore The specific ermit and application for work located at: r s WK ZI -T13 Street Ad ess) Expiration Date for This Limited Power of Attorney: _j License Holder Name: State License Number: Signature of License F STATE OF F ORIDA IICOUNTYOF`L/ The fo egoing instr ment was acknowledged before me this day o201 , by (} A 6 ' who is persona y known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) KELLY MICHELLE ECKAFITRYFt!i State of F!orida-Notary Public Commission # GG 109322 I'= M Commission Expires IFrrrol. y p May 30,'2',121 P Rev. 8/06/13) dUk 944& --- Signature cln lle, ;mak Print or t pe name r Notary Public - State of Commission No. C-ILI 2 My Commission Expires: 0 aA:Z l CITY OF1Sk.NFORD FIRE DEPARTMENT l. t'r Lts;;J Building & Fire Prevention Division PERMIT APPLICATION Application No: 12 5D (P Documented Construction Value: $ 20,000 1451 -Rinehart -Road- -Sanford FL -327T1------- -----__ ----- _--- _---- Job Address: : Yes N7 o Histor>tc District Parcel ID: 32-19-30-501-0000-0010 ResidentialE Commercialw] Type of Work: Newt Addition[] Alteration Repair Demo Change of UseEl Move 11. Description of Work: - itY Plan Review Contact Person: George Murray Title: Sr. Vice President Phone: 407-463-4785 Fax: Email:9murray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates, LLC Phone: 407-463-4785 Street: 1190 Business Center Drive Suite 2000 City, State Zip: Lake `Mary, FL 32746 Name John T. Enslow Resident of property? _ Contractor Information Street: 1190 Business Center Drive Suite 2000 City; State Zip: Lake Mary, FL, 32746 Phone: 407-463-4785 Fax: State License No.: CGC001.553 Architect/Engineer Information Name: Robert Beattie- RBE Consulting Services, LLCphone: 407-796-3820 Street. 2875 Split Oak Court City, St, Zip: Oviedo, FL, 32766 Bonding Company: Address: Fax: E-mail: rbecsllc@gmail.com Mortgage Lender: Mutual of Omaha Bank, ISAOA Address: P.O. Box 60125 Phoenix, AZ 85082-0215 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 constructioninthisjurisdiction. 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: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to thispropet'ty 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. 6136 36ll v Signatu f Owner/Agent Date Signat re of Contractor/Agent Date P'6'w-ner/Age s ame Print Contractor/A nt's Na U CARLY S. ERVIN E Notary Public - State of Florida Nr" r'oe My Comm. Expires Oct 17, 2018 CoMmission # FF 134853 Owner/Agent is Produced ID or CARLY S. ERVIN Notary Public - State of Florida My Comm. Expires Oct 17, 2018 FOFF oo-' Commissiop/# FF 134853 is Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Revised: January I, 2018 UTILITIES: ENGINEERING: 'NiC`,1 " t$ - l8 FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application CITY OF # AF FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 6 Documented Construction Value: $ Job Address: 1451 Rinehart Road, Sanford,FL 32771 Historic District: Yes NoR Parcel ID: 32-19-30-501-0000-0010 Residential Commercial Type of Work: New Addition Alteration Repair[—] Demo Change of Use Move; Description of Work: Self Storage Facility Plan Review Contact Person: George Murray Phone: 407-463-4785 Fax: Title: Sr. Vice President Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates, LLC Phone: 407-463-4785 Street: 1190 Business Center Drive Suite 2000 Resident of property? : City, State Zip: Lake Mary, ' FL 32746 Contractor Information Name John T. Enslow 1`12S Phone: 407.-463-4785 Street. 1190 Business denter Drive Suite 2000 Fax: City, State Zip: Lake Mary, FL, 32746 State License No.: CGCO01553 Architect/Engineer Information Name: Robert Beattie- RBE Consulting Services, LLC phone: 407-796-3820 Street: 2875 Split Oak Court City, St, Zip: Oviedo, FL, 32766 Bonding Company: _ Address: Fax: E-mail: rbecsllc@gmail.com Mortgage Lender: Mutual of Omaha Bank, ISAOA Address: P.O. Box 60125 Phoenix, AZ 85082-0215 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.is'suance 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, wells1PP P g g > 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: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 1l 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 inorder to alculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. constructionThevaluewillbefiguredbasedonthecurrent -ICC Valuation - Table in effect at the time the permit is issued, iniaccordancewithlocalordinance. 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 j be done in compliance with all applicable laws regulating. c struction and zoning. OS nature of Owner/Agen Date Signat of Contractor/Agent Date J /-)0 riiiOwnert's',N Priqen ractor/Age Name gnatur of NARY `yState of Florida to Signa re f I jot',eJ Florida DateCARLYS. ERVIN / = oY a,' .. CARLY S. ERVIN Notary Public - State of Florida Notary Public -State of Floriday +a, My Comm. Expires Oct 17, 2018 My Comm. Expires Oct 17, 2018 FF d:° Commission # FF 134853 Commission # FF 134853 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas r] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes NoE], # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: January 1, 2018 UTILITIES: FIRE: WASTE WATER: f o BUILDING: Permit Application EFFECTIVE DATE OF THIS AGREEMENT: OWNER'S NAME AND ADDRESS: SITE: PROJECT: STAGING AREA: CONTRACTOR'S NAME AND ADDRESS: ARCHITECT/ENGINEER/ CONSULTANT'S NAME AND ADDRESS: CITY: WORK: CONTRACT SUM: BOND: US 130218518v2 320812-00088 PROJECT CONSTRUCTION AGREEMENT Cover Schedule— Page 1 May 22, 2018 RINEHART SS ASSOCIATES. LLC 353 North Clark Street, Suite 730 Chicago, IL 60654 Attention: Blue Vista Capital Management, LLC Telephone: (312) 324-6055 Facsimile: (312) 828-0139 AT WORK ADDRESS RINEHART STORAGE AT WORK ADDRESS FLAGSHIP GENERAL CONTRACTORS, LLC 1190 Business Center Drive, Suite 2000 Lake Mary, FL 32746 Attention: George Murray Facsimile: (407) 246-1144 THE RABCO CORPORATION 1041 Crown Park Circle; Winter Garden, FL 34787 Attention: Buster Owens Telephone: (407) 654-6475 Facsimile: (407) 654-5022 SANFORD, FL All labor and materials required to construct the improvements located at 1451 RINEHART ROAD, SANFORD, FL 32771 as 'shown on Plans and Specifications and/or written description set forth on Schedule 1 to Exhibit A attached hereto. The cost of the Work, as defined in Section 7.03, plus "Contractor's Fee" which is equal to TEN percent (10%) of the cost of the Work; provided, however, that in no event shall the Contract Sum (cost of the Work and Contractor's Fee), exceed the guaranteed maximum price, which is $5,749,000 (herein, the "GMP") and subject to additions and deductions by change orders as provided by the Contract Documents, as defined in Article 1) and all costs and expenses related to the Work incurred by of on behalf of Contractor in excess of the GMP shall be paid by Contractor. Additionally, upon final completion of the Work at the time of the final payment being made to Contractor, all costs associated with unused allowances and contingencies will;be adjusted pursuant to Section 2.01(c)(ii). Contractor's obligations under this Agreement ill w not requ performance bonds as set forth in Section 2:13 herein, unless otherwise required by project lender or Owner (in the event of subcontracts exceeding $500,000 in value). OR A x Sws aF: ORIGINAL SUBSTANTIAL COMPLETION DATE: MAY 30.2019 PER DAY LIQUIDATED DAMAGE See Section 3.06): $250.00 PATENTS (See Section 5.22): NONE NORMAL HOURS OF OPERATION AT SITE See Section 5.27): 7AM — 6PM MONDAY - SUNDAY SUBCONTRACTOR'S ADDITIVE PERCENTAGE See Section 7.01(a)): ten percent (10%) CONTRACTOR'S ADDITIONAL ADDITIVE PERCENTAGE See Section- 7.01(a)): ten percent (10%) DEDUCTIVE PERCENTAGE See Section 7.01(b)): ten percent (10%) CS -2 Schedule A Index of Defined Terms CS -3 INDEX OF ARTICLES Page ARTICLE1: WORK.................................................................:...................................................................................1 ARTICLE2: PAYMENTS............................................................................................................................................ l ARTICLE3: TIME.......................................................................................................................................................5 ARTICLE 4: INFORMATION AND SERVICES REQUIRED OF OWNER.............................................................7 ARTICLE5: PERFORMANCE..................:.................................................................................................................7 ARTICLE 6:. INTENTIONALLY DELETED............................................................................................................12 ARTICLE 7: CHANGES IN THE WORK.................................................................................................................12 ARTICLE 8: PROTECTION OF PERSONS AND PROPERTY...............................................................................13 ARTICLE 9: DEFAULT AND TERMINATION.......................................................................................................14 ARTICLE 10: INDEMNIFICATION.........................................................................................................................15 ARTICLE 1 l : INSURANCE......................................................................................................................................16 ARTICLE 12: PROPERTY INSURANCE.................................................................................................................16 ARTICLE 13: MISCELLANEOUS.......................:....................................................................................................16 EXHIBITS Exhibit A List of Contract Documents Schedule 1 to Exhibit A Exhibit B General Conditions Items Exhibit C Schedule of Values Exhibit D Key Staff Members Exhibit E Progress Schedule Exhibit F Change Order Form Exhibit G Unit Prices Exhibit H Insurance Requirements Exhibit I Construction &Development and Construction Closeout Document List Exhibit J Terms of Arbitration Schedule A Index of Defined Terms CS -3 This Project Construction Agreement (this project construction agreement, the Cover Schedule, together with all exhibits, schedules, and any appendices attached to this project construction agreement are collectively referred to as the "Agreement") is made as of the Effective Date between the "Owner" and the "Contractor," as each term is defined• on the Cover Schedule ("Cover Schedule") which precedes this page and which is hereby incorporated herein. All terms defined on the Cover Schedule shall have the meanings set forth thereon when used in this Agreement. An Index of Defined Terms is attached hereto as Schedule A. This Agreement shall be effective only when Owner and Contractor have executed and delivered this Agreement. Owner and Contractor agree as set forth in this Agreement. ARTICLE 1: WORK Contractor agrees to perform all of the Work required by the Contract Documents, including adherence to the time for performance set forth in the Contract Documents. The "Contract Documents" consist of this Agreement, all documents, including the Plans and Specifications, any amendments to the above and any change orders. In the event of any inconsistencies between any of the Contract Documents, the Contract Document imposing the greater obligation or limitation on Contractor shall govern and prevail unless Owner specifies otherwise. Contractor shall further perform all Work which may, be reasonably inferable from and consistent with the Contract Documents as being necessary to produce the intended results for the completion of the Work. ARTICLE 2: PAYMENTS 2.01 (a) Subject to additions and deductions by change orders as provided for in the Contract Documents, Owner shall pay Contractor for the performance of the Work, the Contract Sum; provided, however, that, subject to additions and.deductions by change orders, the cost of the Work plus Contractor's Fee shall not exceed the GMP. If the cost of the Work plus Contractor's Fee'exceeds the GMP (all as adjusted from time to time by change orders), Contractor shall fully complete the Work in accordance with the Contract Documents and Owner shall not be obligated to pay more than the GMP. The sum of the cost of the Work plus Contractor's Fee, subject to the GMP (all as adjusted from time to time by change order), is herein called the "Contract Sum". The cost of the Work includes Contractor's general conditions items payments ("Contractor's GC Payments"). Contractor's GC Payments are for Contractor's furnishing general condition items, which general condition items include all items commonly known as general condition items in various trades and are limited to those categories of expenses for the Project as set forth on Exhibit B ("General Conditions Items"). Payments to Contractor for providing General Conditions Items shall be at Contractor's cost and itemized with such detail and backup documentation as Owner shall request on a monthly basis and be included in each application for payment as part of the cost of the Work. Notwithstanding anything herein to the contrary, the Contractor's Fee is inclusive of all fees, general conditions, profit and overhead allocable to the Work such that neither the Contractor's GC Payments nor any other costs which comprise the. Contract Sum other than the Contractor's Fee) shall include any profit or overhead. b) The Contract Sum and GMP shall be divided into detailed line items, each of which represents Contractor's estimate, for purposes of establishing the GMP, of a separate and distinct item of cost or related group of costs, including General Conditions Items and the total of which equals the GMP and represents all costs associated with the Work and shall be set forth on the Schedule of Values. The Schedule of Values may only include an amount in the contingency line item to the extent approved in writing and in advance by Owner. If the actual cost of a line item is lower than Contractor's estimate for such 'item on the Schedule of Values, and the reduction is not attributable to a change order, then the difference between the estimated line item cost for such item and the actual cost for such item shall be credited to a contingency line item as described in this Section 2.01 and included on the Schedule of Values. If, on the other hand, the -actual cost of a line item is greater than Contractor's estimate for such item on the Schedule of Values, and the increase is not authorized by a change order, then the amount of such increase with mark-up for Contractor's Fee may be charged against the contingency line item, but only to the extent (1) sufficient funds are available therein, and (2) Owner receives notice of such changes in advance and in writing.. Increases ordecreases in line item costs pursuant to this subparagraph (i) shall not increase or decrease the GMP. ii. For the cost of any Work omitted, whether intentionally or by an oversight, from the initial subcontractor awards (direct costs) and the Schedule of Values, which is required during the progress of the Work, Contractor will be allowed to utilize any funds remaining in the contingency line item to pay for such Work omitted from the initial subcontractor awards and the Schedule of Values only with the prior written approval of Owner. c) The following provisions govern the use of the contingency line item: Allocations of the contingency line item shall only be made (l) with prior written notice to Owner, and (2) as provided in clause (ii) below. Upon final completion of the Work, the unused portion of the contingency line item, if any, shall be allocated to Owner. d) For all Work to be performed and for all materials to be supplied in connection with the Work by anyone, including Contractor and Contractor's employees, unless and to the extent waived in writing' by Owner, Contractor shall furnish Owner with at least three (3) lump sum or guaranteed maximum price bids from contractors or direct material suppliers bidding on such subcontract (which may include Contractor), and -Contractor shall identify the party (which may include Contractor) that Contractor intends on utilizing. 2.02 Attached hereto as Exhibit C is the agreed upon Schedule of Values allocated to the various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as Owner may require. The Schedule of Values coincides with the Progress Schedule described in Section 5.23 and the unit prices set forth on Exhibit G. This Schedule of Values shall be the basis for Contractor's applications for payment. Each application for payment shall include the approved Schedule of Values reflecting the portion of Work for each line item which is then complete. Upon request of Owner, the original Schedule of Values shall be recast to include in each applicable line item the changes created thereto by any previously executed change order. 2.03 By the fifth (5") day of each month, Contractor shall submit to Owner an itemized application for payment using Owner's modified version of AIA G702 and G703 form application for payment, including completing all information required therein and all attachments thereto, which shall be notarized, supported by such documents and data substantiating Contractor's right to payment as Owner may reasonably require, and reflecting retainage as provided elsewhere in the Contract Documents ("application for payment"). Notwithstanding anything to the contrary contained in the Contract Documents, Owner requires, as a condition of approving and/or making a progress payment, that Contractor furnish Owner (a) with respect to the current application for payment, an affidavit listing every subcontractor in connection with the Work and the amounts due or to become due to such subcontractors for Work done and materials furnished through the date of said application for payment; (b) with respect to the payment made for the preceding month, evidence satisfactory to Owner that all payrolls, bills for materials and equipment delivered to the Site, and other indebtedness related to the Work and giving rise to all previous applications for payment'up toi but not including, the current one have been paid in full or, otherwise satisfied, provided that the foregoing shall not require Contractor to furnish certified payrolls unless and until and from time to time as required by Owner; (c) lien waivers from Contractor covering all Work performed through the date of the current application for payment; (d) lien waivers from each subcontractor covering the payments made through the preceding application for payment; (e) a sworn acknowledgment of payments and creditsto which Owner is entitled by Contractor; (f) Contractor's statement of percentage of completion of each itemized component of the Schedule of Values and the Work as a whole; and (g) separately detailed costs and expenses substantiating the amount currently requested for Contractor's GC Payment; provided, however, that notwithstanding any provisions of the Contract Documents which are or may appear to be to the contrary, in no event shall Owner be obligated to pay to Contractor an amount which exceeds the cost of the Work (as defined in Section 7.03 below) incurred by Contractor, in each case to the date of the current application for payment less amounts paid to date and less retainage as provided elsewhere in the Contract' Documents. Until all Work under this Agreement is complete and accepted by Owner and the City and a final application for payment has been approved by Owner, Owner will pay ninety percent (90%) of the amount due Contractor for each progress payment and withhold ten percent (10%) as retainage, except as otherwise provided in Sections 2.06 and 2.07 below. If during any payment period Contractor's application for payment exceeds, by ten percent (10%) or more, either the value of the actual portions_ of the Work completed or the aggregate projected. percentage under the Progress Schedule and Schedule of Values, Owner may pay the lesser amount. In no event, however, shall Owner ever be obligated to pay Contractor more than the Contract Sum or, with respect to any reimbursement for costs for any subcontractor or material supplier,'the lump sum or guaranteed maximum price furnished,Owner with respect to such entity pursuant to Section 2.01(b) above unless adjusted by appropriate change order. 2.04 Owner will, within thirty (30),days after the receipt of (a) Contractor's complete partial and final, as applicable, application for payment (which must be supported by fully executed affidavits and lien waivers as set forth above or as otherwise required by Owner, architect or Owner's Lender as a condition precedent to Owner's acceptance of such application for payment) and (b) if applicable, architect's approval of Contractor's application for payment, Ownerwill either certify the application for payment and issue payment to Contractor for such amount as is properly due, or notify Contractor in writing of Owner's or architect's, as applicable, reasons for withholding such certification and payment, or portion thereof. If Owner or architect, as applicable, withholds certification for any portion of an application for payment submitted by Contractor, then' within three (3) business days of notice to Contractor of such withholding of certification, Contractor shall notify Owner and architect, if applicable, in writing that Contractor either (i) shall correct all or part of the reasons that certification was withheld and resubmit such application for payment for processing pursuant to the Contract Documents or (ii) requests payment to be made for such amounts certified for payment by Owner or architect, in which case Contractor may re -submit such portions of that application for payment for which certification was withheld as part of any subsequent application for payment. If Contractor fails to timely notify Owner and, if applicable, architect of such election in writing, Contractor shall be deemed to have elected that the application for "payment be processed for only the amount certified for payment by Owner or architect, as applicable, pursuant to Section 2.04. In no event shall Contractor stop the Work in connection with any withholding of certification for payment, or failure to make payment, in connection with a good faith dispute. 2.05 Contractor shall promptly pay each subcontractor and direct material supplier, upon receipt of payment from Owner, out of the amount paid to Contractor on account of such subcontractor's Work or each material supplier's supplies, the amount to which said subcontractor or material supplier is entitled., Contractor shall submit to . Owner information reasonably requested by Owner to confirm that all amounts due subcontractors and suppliers have been paid to each such subcontractor or material supplier, as the case may be. 2.06 Payments may be withheld by Owner on account of, among other things, (1) defective Work not remedied; (2) claims filed; (3) failure of Contractor to make payments properly to subcontractors or for labor, materials, or equipment; (4) damage or injury to another contractor or its property or materials; (5) unsatisfactory prosecution or performance of the Work by Contractor, including the fact that the Work has, not progressed to the point indicated in the application for payment; (6) incomplete or insufficient application for payment or documents related thereto submitted to Owner; or (7) damage or injury to Owner or a third -party or their respective property or materials. 2.07 , When Contractor considers that the Work is at least ninety-five percent (95%) complete and has reached the point of substantial completion (as described in Section 3.01), Contractor shall prepare for submission to Owner a punch list of incomplete items. The failure to include any item on such list does not alter the responsibility of Contractor to complete all' Work in accordance with the Contract Documents. All items on a punch list must be capable of being completed within thirty (30) days. A punch list will not -be accepted if it contains any Work or open items that cannot be completed within thirty (30) days. Upon receipt of written notice that the Work is at least ninety- five percent (95%) complete and is substantially complete, and receipt of Contractor's draft of the punch list, Owner or its designee will promptly make an inspection of the Work to determine if it has reached the point of substantial completion and simultaneously verify Contractor's draft of the punch list adding to such list those items Owner or its designee "deem to be appropriate to add to the punch list and when Owner or its designee finds the Work substantially completed under the Contract Documents subject to the revised punch list, Owner or its designee will promptly prepare a certificate of substantial completion which shall establish the date of substantial completion of the Work and shall state the responsibilities of Owner and Contractor related thereto. Upon substantial completion of all of the Work and upon application by Contractor, Owner shall make payment; for such Work or portion thereof as provided elsewhere in the Contract Documents, less one hundred fifty percent (150%) of Owner's reasonable estimate of the cost to complete the items contained in the applicable outstanding punch list(s) ("Holdback"). Contractor shall complete all punch list" items on such punch list(s) within thirty (30) days following the date of the certificate of substantial completion of all of the Work. 2.08 Upon receipt of written notice that all of the Work is ready for final inspection (and all punch list items on Owner's revised list have been rectified) and upon receipt of and acceptance of a final application for payment, Owner or its designee will promptly make such final inspection and, when Owner or its designee finds the Work acceptable under the Contract Documents and this Agreement fully performed, Owner will promptly approve a final application for payment, which shall include any amounts owed to Contractor pursuant to Section 2.01(c)(ii). 2.09 Neither the final payment nor the remaining retained percentage shall become due until Contractor submits all completed closeout documentation as required by Exhibit 1. 2.10 The acceptance of final payment by Contractor shall constitute a waiver of all claims by Contractor against Owner except those made oramended in writing with Contractor's final application for payment which remain still unsettled. Owner's making of the final payment shall constitute a waiver of claims by Owner except those (i) previously made in writing by Owner, (ii) arising from liens, claims, security interests and encumbrances arising out of the Work after final payment, or identified in writing as unsettled at the time of final payment, (iii) arising from latent defects discovered after final payment, (iv) arising from the terms of warranties required by the Contract Documents, or (v) arising from Contractor's fraud or breach of this Agreement. 2.11 The Contract Sum includes all sales, consumer, use, personal property and other similar taxes, overhead insurance, profit and escalation amounts whether or not anticipated, applicable to the Work or any portion thereof provided by Contractor. Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by Contractor, regardless of whether such taxes are legally enacted at the time bids are received. 2.12 Contractor warrants that the title to all Work, including all materials and equipment incorporated therein, will pass to Owner either by incorporation in the construction or upon receipt of payment by Contractor, whichever occurs first, free and clear of all liens, claims, security interests or encumbrances (hereinafter collectively referred to in this Article as "liens"). If any such lien is filed in connection with Work performed and/or materials supplied to the Site, Owner shall have the right, in addition to any other right reserved hereunder or at law or equity, to withhold from payments due Contractor the amount necessary to satisfy one hundred twenty-five percent (125%) of the amount of the lien until such lien has been bonded off 'or discharged of record. Failure to remove, bond off, or otherwise satisfy any such lien within ten (10) days after written demand by Owner shall constitute an event of default hereunder and Owner, in addition to any other remedies provided for by law or herein, may terminate Contractor pursuant to this Agreement. If Contractor fails to post a bond or other security acceptable to Owner in connection with any lien, Owner may discharge such lienor lien claim by payments to the lien claimant or by such other means as Owner, in Owner's sole discretion, determines is the most economical or. advantageous method of settling the dispute. Contractor shall,promptly reimburse Owner, upon demand, for any payments so made by Owner., Contractor further warrants that no Work, including all materials or equipment incorporated therein, will have been acquired by Contractor, or by any other person performing Work at the Site or furnishing materials and equipment for the Work, subject to' an agreement under which an interest therein or an encumbrance thereon is retained' by the seller (or may be created at any time in the future) or otherwise imposed by Contractor or such other person. 2.13 If required as set forth on the Cover Schedule of this Agreement, Contractor shall furnish Owner with payment and performance bonds covering Contractor's faithful performance of all obligations under the Contract Documents and the payment of all of Contractor's obligations arising out of the Contract Documents. Such bond(s) shall be with a surety and in a form acceptable to Owner and Owner's Lender and shall name Owner and Owner's Lender, if any, as obligees thereunder and such entities as Owner may designate as additional obligees thereunder. Such bond shall include a provision stating that no modification of any provision of any Contract Document, including a change in the contract time, Contract Sum or other condition of payment, will release the surety either in part or in whole. In any event, such bond(s) shall be in form and substance satisfactory to Owner and Owner's Lender, if any. If from time to time the Contract Sum is increased by any amount, then the bond' applicable thereto shall be increased by the amount by which the Contract Sum was increased. 2.14 Contractor agrees that Owner, upon five (5) business days' prior written notice, may make payments directly to any subcontractor or supplier, and deduct the amount of any such payment from future amounts otherwise due or to become due to Contractor, or require Contractor to immediately reimburse Owner, at Owner's option if. (i) Contractor fails to pay any subcontractor or supplier within seven (7) business days after the date that Contractor receives any payment from Owner of amounts requested by or on behalf of such subcontractor or supplier, (ii) Contractor fails to request payment timely on behalf of a subcontractor or supplier for Work presently performed, provided such subcontractor or supplier has otherwise complied with the requirements of the applicable subcontract agreement or purchase order, (iii) Owner is entitled to terminate the Contract Documents, or (iv) if Owner reasonably believes that Contractor is in breach of the warranty made in Section 13.11 hereof. Contractor shall promptly furnish Owner, upon demand at any time, documentation reasonably satisfactory to Owner to establish or verify the creditworthiness of Contractor. ARTICLE 3: TIME 3.01 If the Work has not already commenced, the Work shall be commenced within five (5) business days of the date Owner issues a Notice to Proceed. Contractor shall complete each item set forth on the Progress Schedule, described in Section 5.23 of this Agreement, by the date set forth thereon for the completion of said item. Further, Contractor shall achieve substantial completion of the Work not later than the Original Substantial Completion Date set forth on the Cover Schedule, subject to extensions authorized by change orders, and Contractor shall achieve final completion of the Work not later than thirty (30) days after the Original Substantial Completion Date, subject to extensions authorized by change orders. As used herein, the date of substantial completion of the Work shall refer to the later of (i) the date on which the Work is sufficiently complete, in accordance with the Contract Documents, so that Owner can occupy or utilize the Work for the use for which it is intended (without limiting the generality of the immediately preceding phrase "use for which it is. intended," if the Work shall include construction in or about office or other space used directly or indirectly for the conduct of any business, then such use shall include availability to Owner of HVAC, telephone, electricity, and elevator services (to the extent each is included as part of the Work) sufficient to conduct such business, residential, or other use as is contemplated by Owner upon final completion of the Work) and on which any unfinished items (which are to be listed on the punch list) can be completed within a thirty (30) day period and (ii) if applicable to the Work, the date on which written, final, unconditional acceptance of the space to be improved by the Work is issued by the City. Final .completion of the Work, as used herein, shall refer to the date on which (a) the Work is fully completed to the satisfaction of Owner and in accordance with the Contract Documents, and (b) all punch list items for the Work are completed, and (c) written, final, unconditional acceptance of the space to be improved by the Work is issued by the City. 3.02 ALL TIME LIMITS FOR CONTRACTOR'S PERFORMANCE STATED IN THE CONTRACT DOCUMENTS ARE OF THE ESSENCE. 3.03 If Contractor is delayed at any time in the progress of the Work by any act or neglect of Owner or any of its employees, or by any separate contractor employed by Owner or by fire or other unavoidable casualty, unusual delay in transportation, adverse weather conditions not reasonably anticipated, or any causes beyond Contractor's control, or by delay authorized. by Owner or by any other cause which Owner determines may justify the delay, then Contractor shall file a claim in accordance with Section 3.04 below and, if approved by Owner, the contract time shall be extended by change order for such reasonable time as Owner may determine. In no event shall any such extension of contract time exceed the actual period of time lost by reason of the causes aforesaid. In all events, Contractor shall use Contractor's best efforts to eliminate the cause of any delay or to minimize the effect of any delay. Contractor further acknowledges and agrees that the Progress Schedule shall not be adjusted for any delay to the extent such delay (i) is caused by Contractor; or (ii) could have been limited or avoided by Contractor's timely notice to Owner of any delay. Contractor's sole and exclusive remedy for any (w) delay in the commencement, prosecution or completion of the Work, (x) hindrance or obstruction in the performance of the Work, (y) loss of productivity, or (z) other similar claims (collectively referred to in this Section 3.03 as "Delays") whether or not such Delays are foreseeable, shall be an extension of time 'in which to complete the Work if permitted under this Article 3. In no event shall Contractor be entitled to any other remedy, compensation or recovery of any damages in connection with any Delay, including consequential damages, lost opportunity costs, impact damages or other similar remuneration. 3.04 Any claim for extension of time shall be made in writing to Owner not more, than five (5) days after the commencement of the delay; otherwise said claim shall be waived. In the case of a continuing delay, only one claim is necessary. The presentation of any such claim shall not establish the validity of the claim. With such claim, Contractor shall provide an estimate of the probable effect of such delay on the progress of the Work, and Contractor shall immediately use its best efforts to lessen the adverse impact of such delay. If Owner shall approve the claim, Owner shall issue a change order extending the contract time, If Owner shall disapprove the claim, Owner shall issue a written statement setting forth the reasons for such disapproval. 3.05 Contractor shall provide Owner with letters from each supplier/vendor guaranteeing delivery dates of specific equipment and/or materials as part of the purchase arrangement made for such equipment and/or materials. Failure of Contractor's suppliers/vendors to meet the guaranteed dates shall not negate Contractor's obligation to maintain the Progress Schedule unless the delay resulting from such failure is otherwise permitted under the Contract Documents. Any materials which Owner has ordered or has in stock which can be used in the Work shall be purchased from Owner at Owner's established prices therefor. 3.06 Notwithstanding anything which is or may appear to be to the contrary contained herein, Contractor and Owner agree that the damages which Owner will incur if the Work is not substantially complete by the date set forth in Section 3.01 or Section 3.07, if applicable, for substantial completion, is difficult if not impossible to ascertain.. Therefore, Contractor and Owner agree that if the Work is not substantially complete by the date set forth for substantial completion in Section 3.01 or Section 3.07, if applicable, Contractor shall pay Owner, as liquidated damages for such delay, the sum listed on the Cover Schedule of this Agreement as the Per Day Liquidated Damage amount for each day from and after the date set forth in Section 3.01 or Section 3.07, if applicable, for substantial completion of the Work until the Work is: substantially complete as Owner's sole remedy for such delay. Owner shall be entitled to offset all such liquidated damages against amounts otherwise due and owing to Contractor. Additionally, Contractor shall pay such amounts to Owner immediately upon Owner's demand (to the extent such amounts are not offset as set forth above). 3.07 [Intentionally deleted.] 3.08 (a) Except as provided in subsection (b) below, if Owner directs Contractor to temporarily suspend performance of the Work, Contractor shall be entitled to an extension of the contract time equal to the number of days performance of the Work is suspended plus one (1) additional day which extension shall be evidenced by a change order; provided, however, that Contractor shall use Contractor's best efforts to use as little of any permitted extension as is possible. b) If Owner directs Contractor to temporarily suspend performance of the Work, Contractor shall not be entitled to an extension of the contract time to the extent that such temporary suspension results from i) any default by Contractor, under the Contract .Documents, (ii) any condition resulting from Contractor's performance of the Work, which, although it may not result from a default by Contractor, impairs the ability of tenants and others to conduct business at the Site, and (iii) failure in the requirements of maintenance and protection of traffic, drainage and subsurface utilities, erosion control and public safety and convenience, each to the extent applicable. If it does become necessary to suspend the Work as a,result of Contractor's non-performance as described in subsections i) -(iii), Contractor shall, at Contractor's expense, repair all'streets, sidewalks, etc. that have been excavated so that they are in such a condition that the traveling public may safely pass. All materials shall be stored so as not to obstruct or impede traffic. Contractor shall make no claims for delays caused by this suspension. No extension of time will be granted by Owner, and once the Work is allowed to continue, Contractor shall complete the Work within the time permitted by the Agreement. 3.09 If it should become necessary to stop Work for such an indefinite period, Contractor shall store all materials in such a manner that they will not obstruct or impede the traveling public unnecessarily nor become damaged in any way, and it shall take every precaution to prevent damage or deterioration of the Work performed, provide suitable drainage of the Site by opening ditches, shoulder drains, etc., and erect temporary structures where necessary. During the suspension of Work due to any cause whatsoever, when deemed necessary by Owner, the entire Work or any section thereof, shall be thrown open to use, and Contractor shall place any such section in satisfactory condition for use without additional compensation. Contractor shall be responsible for the satisfactory maintenance of any such section of Work thrown open to use prior to its final. acceptance. When Work is suspended as herein provided, payments for completed portions of the Work will be made as herein provided for normal progress payments and pursuant to Section 3.08, an extension of time for completing the suspended Work may be made. M ARTICLE 4: INFORMATION AND SERVICES REQUIRED OF OWNER 4.01 If the Work is to be performed in an existing structure, Owner shall only be required to furnish drawings of the Project located on the Site within which the Work is to be performed which are available (at no additional cost) to Owner as of the effective date of this Agreement. 4.02 Information in the possession of Owner which is needed for furthering the Work shall be furnished by Owner within a reasonable time. ARTICLE 5: PERFORMANCE 5.01 Contractor represents that (i) Contractor has carefully reviewed the Contract Documents, (ii) the Contract Documents are complete, and (iii) the Contract Documents are sufficient to enable Contractor to construct the Work for the Contract Sum, within the contract time and in strict accordance with the Contract Documents, in accordance with all laws, orders, rules, regulations, ordinances, resolutions, permits, approvals and other government requirements (collectively, "Laws"), and otherwise to fulfill all Contractor's obligations hereunder. Contractor represents that Contractor has visited the.Site, examined and made itself fully familiar with all conditions affecting the Work, and affecting the Site and has correlated Contractor's observations with the requirements of the Contract Documents. If Contractor per any Work in accordance with the Contract Documents which Contractor knows, or a first class contractor upon reasonable, inquiry should have known, to be contrary with any' applicable Laws of any public authority bearing on the performance of the Work, Contractor shall assume full responsibility therefor and shall bear all costs attributable thereto, including any necessary alterations. Errors, inconsistencies or omissions known to or discovered by Contractor shall be reported to Owner and, if applicable, architect at once. Contractor shall be responsible for inspection of portions of Work already in place to determine that such portions are in proper condition to receive subsequent Work. Contractor shall perform no portion of the Work at anytime without Contract Documents or, where required, approved (or approved as noted) shop drawings, product data or samples for such portion of the Work. All of the General Conditions Items musts be performed by Contractor and may not be included in any contract with any trade subcontractor. Contractor shall cause its "Key Staff Members," as listed on Exhibit D of the Agreement, to be continuously engaged in the Work and Contractor shall not substitute any such Key Staff Member or alter their responsibilities related to the Work without Owner's prior written consent. 5.02 Contractor shall not award or enter into any contract with any subcontractor or material supplier without Owner's approval of the identity of such subcontractor or material supplier. As soon as practicable after the full execution and delivery of this Agreement by Owner and Contractor, Contractor shall furnish to Owner in writing the names of the proposed subcontractors and material suppliers (including those who are to furnish materials or equipment fabricated to a special design) anticipated for each of the principal portions ofAhe Work. Owner will promptly reply to Contractor in writing stating whether or not Owner has any reasonable objection to any such proposed person or entity. 5.03 Contractor shall not contract with any such proposed person or entity to whom Owner has made reasonable objection under the provisions of Section 5.02. Contractor shall not be required to contract with anyone to whom it has a reasonable objection. 5.04 Contractor shall supervise and direct the Work, using its best skill and attention acting as a first class contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures, whether performed by Contractor or a subcontractor, and for coordinating all portions of the Work under the Contract Documents. 5.05 Contractor shall at all times enforce strict discipline and good order among its employees, and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. Owner may request the replacement of any of Contractor's or subcontractor's employees or independent, contractors, with or without cause, and Contractor, or subcontractor as the case may be, immediately shall remove and replace such employee or independent contractor with a substitute acceptable to Owner. 5.06 Contractor agrees that Con employees and those of its subcontractors. Con by Owner. Contractor shall provide all work facilities located in an area designated by Ov interrupt the business being conducted by any is to be performed or do any other act which in tenant or offensive to the patrons of the tena Contractor shall not permit any workers to use as designated and approved by Owner. tor shall be responsible for the conduct of all of Contractor's tor shall cause all workers to eat their lunches in the area designated with and ensure that they utilize the approved portable sanitary r, if required by Owner. Contractor shall not permit workers`to Ty in any areas not within the specific area within which the Work be offensive or detrimental to the reputation of Owner, Site, or any of the adjoining enterprises. Without prior approval. of Owner, y portion of completed Work, the Site or adjacent facilities, except 5.07 Contractor shall be responsible to Owner for the acts and omissions of its employees, subcontractors, material,suppliers, their respective agents, invitees, and employees and all other persons performing any of the Work under acontract with Contractor. 5.08 Unless otherwise specifically noted, Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment, machinery, transportation, and other facilities and services necessary for the proper execution and completion of the Work. Contractor shall be responsible for ensuring that adequate utilities are available and provided to the Site in order to perform the Work and ensure the safety of all persons on or around the Site. 5.09 Contractor shall employ a competent project manager and necessary assistants who shall be in attendance at the Site during the progress of the Work. The project manager shall represent Contractor and all communications given to the project manager shall be as binding as if given to Contractor. Important communications shall be confirmed in writing. Other communications shall be so confirmed on written request in each case. The project manager is subject to removal by Owner fin accordance with Section 5.05 above. 5.10 Contractor warrants to Own equipment furnished against defects and deficie covered by the following subsection 5.10(ii), a p or if such defect is not discovered within one ye, the time such defect should have been discoverer by law or by the Contract Documents as to any 5.10(i). Such warranty period shall be extended completion (including correction work) ("Exten of such Extension Work. Contractor shall prom Contract Documents where such nonconformity period. The foregoing time limitations shall nc ascertainable by ordinary observation. The w incorporated as part of the Work shall not come Owner's exclusive use on and after substantial c 5.11 Contractor shall require each to be performed by such subcontractor, in form Section 5.10 above and shall be freely assignal; and substance satisfactory to Owner. Such wai assignee, if any, against each such subcontract Contractor herein. Each subcontract agreeme intended third party beneficiaries of such subcc the subcontractor and may enforce the oblig subcontractor. Contractor shall assign all sur precedent to Contractor's receipt of the final subcontractor, to the extent of the Work to be p of the Contract Documents, and to assume wi' Contractor, under the Contract Documents owe and its assign's, if any, all Work performed and material and icies which develop within (i) as to those portions of the Work not riod of one year from the date of substantial completion of the Work, from substantial completion of the Work, a period of one year from with the exercise of reasonable diligence, or (ii) any period specified art of the Work which is longer than the period specified in Section vith respect to portions of the Work first performed after substantial on Work") to the same warranty period after substantial completion tly correct any Work that fails to conform to the requirements of the ippears during the progress of the Work and the applicable warranty apply to defects and deficiencies which are latent and not readily rranty period for heating, ventilating or air conditioning facilities fence until the same are turned over to and accepted by Owner for mnletion of the Work. ibcontractor to execute and deliver to Owner a warranty of the Work itisfactory to Owner which shall equal or exceed the requirements of by Owner at no cost to assignee or Owner and otherwise be in form inty by a subcontractor shall be enforceable directly by Owner or its and shall be in addition to any warranty or guarantee provided by t shall specifically provide that Owner and its assigns, if any, are tract agreement, and are entitled to the benefit of the performance of ions and responsibilitiesof the subcontractor directly against the subcontractor warranties and guaranties to Owner as a condition ayment of the Contract Sum. Contractor shall also require each formed by the subcontractor, to be bound to Contractor by the terms respect to Contractor all the obligations and responsibilities which to Owner, including Contractor's indemnification obligations. l 5.12 Contractor shall obtain warranties with respect to all equipment and materials and personal property supplied with respect to the Project from the respective suppliers, at least as favorable as those generally supplied with respect to such equipment, materials and personal property by suppliers thereof, which warranties shall be enforceable directly by Owner or any assignee against such suppliers and shall be in addition to any warranty or guarantee provided by Contractor herein. All warranties shall start upon the first date when Work is substantially completed and written, final, unconditional acceptance of the space to be improved by the Work is issued by the City. Contractor shall assign all warranties and guaranties relating to all such equipment and materials and personal property supplied with respect to the Project to Owner as set forth above as a condition precedent to Contractor's receipt of final payment of the Contract Sum. 5.13 Contractor covenants and warrants to Owner that all materials and equipment incorporated in the Work will be new unless otherwise specified, and that all Work will be of good quality and workmanship consistent with industry standards, free from faults and defects and in conformance with the .Contract Documents. Contractor's obligations set forth in the preceding sentence shall not be limited by any'specific warranty set forth in Section 5.10. All Work not so conforming to these standards, including substitutions not properly approved or authorized, may be considered defective. If required by Owner, Contractor shall furnish satisfactory evidence of the kind and quality of labor, materials and equipment incorporated in any portion of the Work. 5.14 Should Contractor cause damage to the Work or the property of Owner, or to other work or property on or off of the Site, Contractor shall promptly remedy such damage. In the event Contractor fails to do so, Owner may remedy such damage and charge the cost thereof to. Contractor and deduct the amount of any such payment from future amounts otherwise due or to become due to Contractor or require Contractor to immediately reimburse Owner, at Owner's option. 5.15 Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by Contractor, regardless of whether such taxes are legally enacted at the time bids are received. 5.16 As part of the cost of the. Work, Contractor shall secure and pay for any and all permits and licenses necessaryfor the proper execution and completion of the Work, including, where applicable, plan check, utility connection, building, tap -on, and occupancy permits, unless any of said permits and licenses have been obtained by or on behalf of Owner prior to the execution of this Agreement. Further, as part of the cost of the Work, Contractor shall.secure and pay for any inspections, reviews and approval fees and licenses necessary forthe proper completion of the Work and shall pay for any and all other fees and costs associated with governmental review and approval. 5.17 Contractor shall give all notices and comply with all Laws of any.public authority bearing on the performance of the Work, and shall notify Owner if, to the best of Contractor's knowledge acting as a first class contractor, any drawings and specifications are at variance therewith. 5.18 Contractor shall confine operations at the Site to areas permitted by applicable Laws and the Contract Documents and shall store materials in accordance with Owner's direction. Contractor shall not utilize the Site so as to interfere with Owner's operations or any Work being prosecuted by others. Contractor shall control both public and construction traffic and parking as Owner and the City direct. 5.19 The size, content, and placement of all signs advertising operations of Contractor or any of its subcontractors shall be subject to applicable Laws and Owner's prior approval. 5.20 Contractor shall be responsible for all cutting, fitting, or patching that may be required to complete the Work or to make its several parts fit together properly. Contractor shall not damage or endanger any portion of the Work or the work of Owner or any separate contractors by cutting, patching, or otherwise altering any work. Contractor shall not cut or otherwise alter the work of Owner or any separate contractor except with the written consent of Owner and, if applicable, of such separate contractor. Contractor shall not unreasonably withhold from Owner or any separate contractor its consent to cutting or otherwise altering the Work. 5.21 At all times Contractor shall keep the Site and surrounding area free from accumulation of waste, materials or rubbish caused by Contractor's operations. At the completion of the Work, Contractor shall remove all of its waste materials and rubbish, as well as all of its tools, construction equipment, machinery, and surplus materials including those of Contractor's subcontractors and material suppliers and others. for whom Contractor is responsible) from and about the Site. If Contractor fails to clean up at the completion of the Work, Owner may do so and charge the cost thereof to Contractor, or at Owner's option, deduct the. expense -thereof from amounts due or otherwise to become due to Contractor or require Contractor to immediately reimburse Owner, at Owner's option. 5.22 Contractor shall pay all royalties and license fees and other similar fees associated with the Work and shall defend all suits or claims for infringement of any patent or similar rights and shall save Owner harmless from losson.account thereof. To the extent architect has informed Owner that any patents have been designed onto the Work, such patents are listed on the first page of this Agreement. 5.23 Attached as Exhibit E hereto is the agreed upon detailed Progress Schedule, which contains a description of the various components of the Work, the completion date and value of each such component, and cross references identifying the section of the Specifications in which each component is described. Should the Work fall behind schedule for any reason other than those described in Section 3.03, Contractor immediately shall take all necessary action to return, and shall be solely responsible for any additional costs. associated with returning, the Work to an "on schedule" condition. Owner shall be entitled to all information necessary to verify any item in the schedules. If Owner determines that the performance of the Work is more than ten (10) days behind schedule or the level of completion required by the Contract Documents, Owner shall have the right, but no obligation, to order Contractor to take corrective measures necessary to expedite the progress of construction, including (i) working additional shifts or overtime, (ii) supplying additional manpower; equipment, and facilities, and (iii) other similar measures (collectively, Extraordinary Measures"). The determination of whether the progress of the Work is behind schedule shall take into account any extensions in time to which Contractor is entitled under Article 3 hereof. Owner may continue to require Contractor to use Extraordinary Measures until the progress of the Work complies with the stage of completion required by the Contract Documents. Owner's right to require Extraordinary Measures is solely for the purpose of ensuring Contractor's compliancewith the Progress Schedule. In no event shall Owner have control over, charge of, or any responsibility for construction means, methods, techniques, sequences or procedures or for safety precautions and programs in connection with the Work, notwithstanding the rights and authority granted in this Section 5.23 or elsewhere in the Contract Documents. Contractor shall not be entitled to an adjustment in the Contract Sum in connection with Extraordinary Measures'. easures required by Owner under or pursuant to this Section 5.23. Owner may exercise its rights under or pursuant to this Section 5.23 as frequently as Owner deems necessary to ensure that Contractor's performance of the Work will comply with the Progress Schedule and the Contract Documents. 5.24 Contractor shall maintain at the Site for Owner one record copy of all drawings, specifications, addenda, change orders, and -other modifications, in good order and marked currently to record all changes made during construction and approved shop drawings, product data and samples, All of the above items shall be delivered to Owner upon completion of the Work. 5.25 Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, age or national origin or ancestry. Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, age or national origin or ancestry. Such action shall include; but not be limited to, the following: employment, job classification, upgrading, promotion, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for and quality of training, including apprenticeship. Contractor shall post in conspicuous places, available to employees and applicants for employment, notices to be provided by the appropriate agency having jurisdiction over equal employment opportunity. Contractor will, in all solicitations or advertisement for employees placed by or on behalf of Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, age.or national origin or ancestry. 5.26 Contractor shall not use in connection with the Work any hazardous waste, toxic substance or related materials ("Hazardous Materials"), in such manner as would violate any Laws or would cause substantial damage or a risk of substantial damage to the environment, or in such a manner as to leave any residue which could be hazardous to persons or property or cause liability to Owner. Upon Contractor encountering any Hazardous Materials. at the Site not contemplated to be handled as part of the Plans and Specifications included on Schedule 1 to Exhibit A hereto, Contractor shall immediately notify Owner in writing of such encounter and stop all Work related to such Hazardous Materials until Contractor and Owner can determine an appropriate course.of action. For purposes of this Agreement .the -term "Hazardous Materials" shall include, but shall not be limited to, substances defined as hazardous substances" or "toxic substances" in the Comprehensive Environmental Response, Compensation and Liability Act.of 1980, as amended; 42 U.S.C. Sec. 9061 et seq., Hazardous Materials Transportation Act, 49 U.S.C. Sec. 1802, and the Resource Conservation Act and Recovery Act, 42 U.S.C. Sec. 6901 et seq. or in any state Laws regulatirig Hazardous Materials or the environment. The foregoing shall not be deemed to prohibit Contractor from using in "the Work any item specified by name in the Plans. and Specifications so long as the use of such item' is in accordance with its instructions and applicable Laws. 5.27 The Contract Sum is based on the Progress Schedule. Notwithstanding the foregoing, in"the event a) an operation or task such as a concrete pour requires overtime for completion of a pour or finishing of concrete, such operation or task shall be completed regardless of length of the work day or week; or (b) if an operation or task is such that its $ accomplishment during normal business hours would interfere with the conduct of normal operationsp or business being conducted by Owner, Owner's tenants or others in the vicinity of the Site (which normal" hours are listed onaheCover Schedule), such operation or task shall be accomplished during hours.other than normal business hours so that such business operations shall not be interfered with, and in thecases of (a) or (b)above, Contractor shall not be entitled to any additional ,payment` for any resulting overtime. Except as expressly. provided for in the, Contract Documents, Contractor shall not be entitled to any additional payment for overtime required to complete the Work in accordance with the Progress Schedule. For the purpose of this Section any reference to overtime work shall' be. deemed to include shift work. 5.28 (a) Contractor shall procure, review, and submit, with reasonable promptness and in such sequence as to cause no delay in the Work or in -the Work of 'Owner or any separate contractor, all shop drawings; " product data and samples required by the Contract Documents, Contractor shall promptly prepare and deliver to Owner and architect a complete -and detailed schedule specifying all submittals which are required or anticipated to be delivered by Contractor hereunder. s b) Should any portion of the Work requiring submission of a shop drawing, product data or. sample.be commenced prior to such submittals having been approved by the architect and Owner, such, portion of the Work, to the extent the sameshall not be in accordance with subsequently approved submittals, shall be at Contractor's sole risk and,shall be deemed defective Work, and shall be corrected by Contractor pursuant to this Agreementr at no cost to Owner. E. E 5.29 Contractor shall be responsible to ensure that all shop drawings, product samples "and other, items which are based upon the Plans and Specifications for the Work do not deviate from said Plans and Specifications, notwithstanding that`Owner or architect may have reviewed and.approved such shop drawings, samples or other items, it.being agreed by Contractor that such review and approval by Owner or architect shall in no way. relieve Contractor, from Contractor's responsibility to perform the Work in accordance y ith the Contract ocuments unless such deviations aresspecifically noted in writingb Contractor andsspecifically approved in writingb Owner. 5.30 Contractor shall maintain complete -and accurate books and records detaiIing,alI costs of Work and` calculation of Contractor's Fee included in the Contract Sum, which such books and records shall be open to Owner's audit and "inspection. If Owner determines that the Contract Sum :includes any costs or expenses other than those actually incurred by Contractor in performance of the Work, plus Contractor'.s'Fee, Contractor shall immediately' reimburse Owner for,such amounts. The provisions set forth under this Section 5.30 shall: survive the expiration, termination 'or cancellation of this Agreement. 5.3 l Contractor shall not permit either its employees or those of its. subcontractors to bring or consume alcoholic beverages or narcotics onto the Site. Contractor shall prohibit smoking by Contractor's and all subcontractor's employees except in areas, if any, designated by Owner as places where smoking is allowed. 5.32 Contractor shall take special care in occupied areas to safeguard equipment and furniture and where Work occurs in.proximity to computer and other equipment, extraordinary precautions will be required to insure'thalt such equipment suffers:no damage. 11 , 5.33 If the Work requires a temporary shutdown of a building service, Contractor shall cause such Work to,be accomplished during other than normal hours (which must be reflected in a separate line item in the Schedule of Values) and coordinated with Owner.at Contractor's expense; provided, further, that Contractor shall give adequate notice to Owner that Contractorwill require a shutdown of such services. 5.34 Contractor, shall use the Site only for purposes necessary to the performance of the Work. Only materials and equipment which are to be used directly in the Work shall be brought to and stored on the Site, by Contractor. Materials or equipment no longer required for the Work shall be promptly removed from the Site. 5.35 Contractor and any entity for which Contractor is responsible shall not erect any sign on the Site without the -prior written consent of Owner, which, may be withheld, conditioned or delayed in the sole discretiomof Owner. The size, content, and placement of all signs advertising operations" of Contractor or any of its subcontractors shall be subject to Owner's prior approval and all applicable Laws. ARTICLE 6: INTENTIONALLY DELETED ARTICLE 7: CHANGES INTHEWORK d 7.01 Owner may order additions, deletions or other modifications- in the Work by giving Contractor- written=notice of said change or modification pursuant to a change order, in the form as set forth on Exhibit F, attached hereto and incorporated herein, stating -with particularity the changes involved, the adjustments to the Progress; Schedule or other provisions of the Contract Documents relating to, time and other pertinent information. ` A change order shall constitute the final agreement on all matters relating to the change in the Work which is the subject of the change order, including all direct and indirect costs associated with such change and any and all adjustments to the " GMP, Contract Sum and "the Progress Schedule. When a change order is'issued, the Contract Sum shall be adjusted as -follows: a) Additions: Where Owner increases the scope of the Work resulting in an increase in Contractor's cost of performing the Work, if Contractor performs the additional Work, Contractor, shall be: allowed an I increase in the Cbntract Sum amounting to the cost (as defined in Section 7.03) of performing the `additional Work without change in Contractor's GC Payment unless agreed to in writing and in advance by Owner. if a subcontractor or a group of subcontractors, at any tier ;°' performs the additional Work, Contractor will -be allowed an increase in the Contract Sum amounting to the subcontractor's or subcontractors', actual cost of performing the additional Work 3 together g ) for overhead and profit for theE _ g Subcontractor's AdditivePercenta e ( as set forth ori the Cover Schedule) u e subcontractor(s) at all tiers which, actually performed the additional Work. In no event, however, shall Owner pay Contractor more than the sum of the `actual cost"of the additional Work paid to subcontractor(s) at all tiers plus. Contractor's Additional" Additive Percentage (as set forth on the Cover Schedule) of the actual cost of the additional Work for overhead and profit.paid to subcontractors at all tiers. b) Deletions: Where Owner decreases the Work resulting in a decrease in Contractor's cost as defined in Section 7.03) of performing the Work without a change in Contractor's GC Payment unless agreed to in writing and in advance°by- Owner,, Owner shall be allowed a "decrease in the Contract Sum -amounting to the estimated cost of performing the delete.d.Work." If &subcontractor or a group of subcontractors, at any tier, hadbeen engaged to perform the deleted Work,. Owner shall be allowed a decrease in the Contract Sum amounting to the estimated cost of performing the deleted Work together with the Deductive Percentage ,(as set forth on ,the Cover Schedule) for overhead and profit for the subcontractor or subcontractors, at any tier, engaged to perform the deleted Work. c) Allowances: The Contract Sum may include several items which are: considered to be I llowances:' Ifthe cost of these items is increased or decreased, the Contract Sum shall be altered by the actual increase or decrease zof.'said allowance without markup for Contractor's overhead, profit or fee. Contractor shall, separately identify costs associated with such allowances in each application for payment. d) Any claim, by Contractor for additional compensation or payment for any portion of the Work'which Contractor is entitled to under the specific terms of this Agreement, if any, shall be made as a request for 12 3 a change order in writing to Owner not more than five (5) business days after the commencement of the event giving rise to such claim; otherwise said claim shall be waived. The presentation of any such claim shall not establish the - validity of the claim. With such claim, Contractor shall provide the basis of such claim, an estimate of the cost, and probable effect of such delay on the progress of the Work, and Contractor shall immediately use its best efforts to lessen any adverse impact of such claim. If Owner shall approve the claim, Owner shall issue a change order adjusting the Contract Sum. If Owner shall disapprove the claim, Owner shall issue a written statement setting forth the reasons for such disapproval within five (5) business days. 7.02 Contractor shall not receive any compensation or any adjustment in the Contract Sum or the time forrperformance under this Agreement as a result of any alterations or additions in connection with any work, services or other activities of Contractor pertaining to the Project unless such work,.services or other activities is authorized in, a change order, as more specifically described in Section 7.01 above. No course of conduct or dealing between the parties,no express or implied acceptance of alterations or additions to the Work and no claim that Owner has been unjustly enriched by any alteration or addition to the Work, whether or not there is any unjust enrichment, shall be the basis of any claim for adjustment in compensation due Contractor in connection with the Project or for adjustment in any time period provided for under the Agreement. Moreover, Contractor hereby waives and forfeits all claims that any work, services or other, activities were performed pursuant to an oral contract or other oral agreement separate from the Contract Documents. 7.03 If the adjustment to the Contract Sum set forth in Section 7.01 is not agreed upon by Owner and Contractor in advance, "Owner may nevertheless give Contractor written direction to proceed -With the Work in question, in which event Contractor shall promptly proceed to perform the Work involved. The cost of such Work shall. then be ,determined by Owner or its designee on the basis of the reasonable expenditures and savings (similar to those, utilized in the determination of the cost of the Work) of those performing the Work, attributable to the change; provided, however, that to the extent changes in the Work involve items for which unit price have,been provided, including the agreed unit prices,set forth on Exhibit G, such unit prices, subject to Section 7.04,'shall be utilized for such changes. In, ;such 'case, Contractor shall keep and present, -in such formas Owner may prescribe, an itemized accounting together with appropriate supporting data for inclusion in a change order within;ten (10) days of a request for change. Unless otherwise provided in the Contract Documents as used herein for change orders and -for all other determinations of the cost of the work provided for in this Agreement or the other Contract Documents, the `,`cost" and "cost of the Work" shall be limited to the following: cost of materials, including sales -tax, as applicable, and cost of delivery; cost of labor;including social security, old age, and unemployment insurance, and fringe benefits required by "agreement or custom'; worker's or workmen's compensation insurance; Contractor's GC Payment or General Construction, Items; bond premiums; general liability insurance; and"rental value of equipment and machinery. As used throughout the Contract Documents, the term "cost of the Work" shall not include any expense or -cost which would cause the Contract Sum to exceed the GMP. Pending receipt of the final determination of cost by Owner, no payments on Contractor's, account shall be made. The amount of credit to be allowed by Contractor to Owner for any deletion or change which results in a net decrease in the Contract Sum will be the amount of,the actual net cost as confirmed by Owner. When both additions and credits covering related Work or substitutions are involved in any one change, the allowance for overheadand`profit, if any, shall be "computed on the basis of the net increase or decrease,,, if any, with respect to that change. 7.04 If unit ,prices are stated -in the Contract Documents, as an Exhibit hereto or otherwise, or, as subsequently agreed upon, and if the quantities originally contemplated are changed in a proposed change order so that application of the agreed unit prices to the quantities of Work proposed will cause substantial inequity to Owner or Contractor,' the unit prices shall be equitably adjusted. Labor and materials costs related to any items covered by unit prices shall (i) be paid for by only on such unit price basis and (ii) constitute a "cost" whenand only to the extent fully incorporated into the Work. 7.05 The Contract Sum and the contract time, including Progress Schedule, may be changed only by change order signed by or on behalf of Owner and Contractor. ARTICLE 8: PROTECTIONOF PERSONS AND PROPERTY Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. Contractor shall take all reasonable precautions for the safety of, and shall 13 provide all reasonable protection to prevent damage, injury or loss to: (1) all employees and subcontractors on the Work and Other persons who may be affected thereby; (2) all the Work and all other materials and equipment to be incorporated therein; (3) other property at the Site or adjacent thereto; (4) Owner, its employees, agents and invitees; and (5),the public. Contractorshall comply with all applicable Laws of any. public authority having jurisdiction over the safety of persons`or property or for the protection of same from damage, injury or loss. Contractor, shal I further ensure that all subcontractors comply with all applicable Laws of any public authority having jurisdiction over the safety of persons or property or the protection of them from damage, injury or loss. All damage or loss to any property caused' in whole or in part by Contractor, any subcontractor, material supplier, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall be the sole responsibility of and remedied :by ,Contractor. The obligations of this Section shall continue until written, final, unconditional acceptance of the space to be improved by Work is issued by Owner and the City. ARTICLE 9: DEFAULT AND TERMINATION 9.01 If Contractor fails to correct defective Work as required by Section 5.10, or fails to carry out the Work in accordance with the Contract Documents and/or the Progress Schedule, Owner, by a written order signed by Owner or by its agent, may order Contractor to stop the Work, or any portion thereof until the cause for such order has been eliminated. Such right of Owner to stop the Work,.however, shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor or any other person or entity, nor shall Contractor's obligation to correct any deficiencies or to return the project to an "on -schedule." condition, all at Contractor's expense, be relieved; and no claim shall be filed against Owner for having stopped the Work. 9.02• If Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and/or the Progress, Schedule and fails, within forty-eight (48) hours after receipt of written notice from Owner, to seven two 72 hours following of such default or neglect with diligence and promptness, Owner may, aftercommenceandcontinue, corre se- ( ) ing receipt by Contractor of an additional written notice and without prejudice to any other remedy Owner,may have, use its own or other forces.to correct such deficiencies. In such case, an appropriate change order shall be issued deducting from the payments then or thereafter due Contractor the cost of correcting such: deficiencies, including compensation for Owner's additional services and expenses made necessary by suchdefault, neglect, or failure. If the payments then or thereafter due Contractor are not sufficient to cover such amount, ' Contractor shall pay the difference to Owner. 9.03 If Contractor or one or more of its subcontractors is adjudged bankrupt; or if Contractor makes a general assignment for the benefit of its creditors, or if a receiver is appointed on account of its insolvency, .or if Contractor persistently or repeatedly refuses or fails, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if Contractor fails to make prompt payment to subcontractors or material suppliers, or for materials or labor, or persistently disregards Laws, of any public authorityhaving jurisdiction, or defaults in the performance of Contractor's obligations under the Contract Documents, -then ,Owner may, without prejudice'to any right or remedy and after giving Contractor and its surety, if any, seven (7), days' .wHtten notice, terminate, the employment of Contractor,and take possession of,the' Site or the Project or such portion,of the Site or Work as Owner deems necessary, and of ;all materials, equipment; tools, construction equipment, and machinery thereon owned by Contractor or its terminated subcontractor(s) and may finish the Work by, whatever method Owner may deem expedient. In such case, Contractor shall not be_ entitled to receive any further payment with regard thereto until .the Work is finished. 9.04 At any: time and with or without reason, Owner may, upon written notice, terminate the performance of Work -under this Agreement in accordance with this Section 9.05, in whole or in part, whenever Owner determines that such termination,is in the best interest of Owner. Owner shall: effectuate such termination by delivering to Contractor a notice entitled "Notice of Termination for Convenience" specifying the extent to which performance of Work under this Agreement is terminated and the date upon which such termination becomes effective. 9.05 If Owner terminates the Work under this Agreement as provided for in Section 9.05;. Contractor shall be entitled to recover the actual cost of the Work, as referenced in Section 7.03, up to the.effective date of Notice of Termination for Convenience together withthepro rata portion of Contractor's Fee attributable to such the of Work completed, but shall not recover any additional sums for any other purpose or reason, including but not limited to the 14 loss of anticipated profit. Similar provisions shall be contained in all subcontracts and purchase orders entered into, or issued by, Contractor,with others: 9.06 If Owner's termination for default under this Agreement pursuant to Section 9.03 is wrongful, such termination shal(be automatically converted to a termination for convenience under Section 9.05: 9.07 Upon any termination of the Work as provided for inAllis-Article 9,, Contractor shall immediately, in accordance with instructions from Owner, proceed with performance.of the fo I I owing. duties. regard less of delay in determining or adjusting amounts due under this Article: (i) cease operation as specified, in. the notice; (ii) place no further -orders and enter into no further subcontracts for materials, labor, services or facilities except as necessary to complete continued portions of the Contract Documents; (iii) terminate all subcontracts and,orders,to the extent they relate to the Work terminated; except those assigned to Owner as directed by Owner; (iv),proceed to complete`the performance of Work not terminated, if any; and (v) take actions that may be necessary, or that Owner may direct,,for the protection and preservation of the terminated Work. ARTICLE 10: INDEMNIFICATION i To the fullest extent permitted b law, Contractor shall indemnify, defend, and savepyfy, e. and hold harmless. Owner, its direct and indirect affiliates and subsidiaries (collectively with Owner, the "Related Parties"), and the Related Parties' respective agents, employees, successors and assigns (including by way of merger or consolidation), holders of any mortgage or deed of trust encumbering any portion of the Site, and the property manager at the Site collectively the "indemnitees") from and against all'loss and expense (including, but not. limited to, attorney's and expert's.fees and other costs and expenses) by reason of the liability imposed'`upon the lndemnitees, or any of.them, for damages because of: 1. Contractor's breach of the Contract Documents; 2. Bodily injury, occupational sickness or disease, including death resulting therefrom, sustained by any, employees of Contractor, subcontractor, or 'sub consultant or by persons other than such employees: a. while at the Site where Work under the Contract Documents is being conducted 'or . elsewhere, 9 b. while engaged in the performance of Work under the Contract Documents; C. whether attributable to a breach of statutory duty or administrative regulation or otherwise related to the Work, or d. for which liability is imputed to the. Indemnitees, or any of them, related to the Work, and. 3. Claims for property'damage, including damage to the environmentand natural, resources, because of injury to or destruction of tangible property (other than the Work itself), or, as a'result of the release of a toxic or hazardous substance, or a loss covered by Owner's policy of'builder's,'risk insurance, including loss of use resulting therefrom, directly or, indirectlyarising or alleged, to arise Out of a. the performance, or the failure to properly perform the Work, b. the failure to protect the Work or the Site, or C. the condition of the Work, the Site, adjoining wand or driveways, or streets or alleys used in connection.:with the performance of the Work. 15 4. The actions, omissions,,and misconduct of Contractor, its affiliates,-and their respective officers, employees, subcontractors, suppliers, and agents. Without limiting the generality.of the foregoing; the defense and indemnity set forth in this Section includes, subject only to the limitations contained in this Section, all liabilities, damages, losses, claims, demands and actions on account of bodily, injury, death or property loss to an 'Indemnitee or to any other persons or entities, whether based upon, or claimed to be based upon, statutory (including, without limiting the generality of the foregoing, workmen's compensation), contractual, tort, or other liability of any Indemnitees: In addition, such defense and indemnity shall include all liabilities, damages, losses, claims, demands and actions for defamation, false arrest, malicious prosecution, or any other infringement or similar rights. The provisions of the indemnity provided for herein shall not be construed to (i) indemnify any Indemnitee Jo the extent of-such Indemnitee's own negligence, if any; (provided, however, that if there are allegations or claims of both an,Indemnitee's negligence and claims for which Contractor is responsible to indemnify hereunder, Contractor shall (unless otherwise advised by Owner) provide a defense to the Indemnitee by Contractor's counsel provided that the Indemnitee waives any conflictof interest with respect to such representation); or (ii) to eliminate or reduce any other indemnification, right.or remedy which Owner has under Contract Documents or otherwise. Notwithstandingan other provision of this Agreement which is or may appear to be to the contrary, Y P ., g Y pp the obligations under this, Article 10 shall survive the expiration, termination or cancellation of this Agreement. ARTICLE 11: INSURANCE Contractor shall purchase and maintain insurance and satisfy the requirements for insurance described on , Exhibit H. In no event shall any failure of Owner to receive: certificates of policies required under this-Article 11 or to demand receipt of such certificates prior to Contractor commencing the Work be construed as a waiver by Owner of Contractor's obligations to obtain insurance pursuant to this Article 1 f, The obligation to procure and, maintain any insurance required by this Article 11 is a separate responsibility, of •,Contractor and independent of the duty to furnish a certificate of such insurance policies. Contractor shall not be permitted to self-insure. ARTICLE 12: PROPERTY INSURANCE I 12.01 Unless otherwise=.provided, Owner shall purchase and:maintainproperty. insuranceuponthe entire, Work at the Site to the, full insurable. value thereof. This insurance shall include-the interests` of Owner,. Contractor and subcontractors in the Work and shall insure against the perils of fire, extended coverage, vandalism and malicious mischief: 12.02 Any insured loss is to be adjusted with Owner and made payable to Owner as trustee forthe insureds, as their interests may appear, subject to the requirements of any mortgagee clause. 12.03 Owner, Contractor, and subcontractors waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance provided under this Article. Contractor shall require similar waivers by subcontractors, and their insurance companies. 12.04 It shall be the sole and exclusive responsibility of Contractor and its subcontractors and material suppliers to'separately insure each of their own property such as tools, equipment, and scaffolding whether owned, borrowed or rented, and°all material's which do not become part of the construction or included in the Contract Sum. , ARTICLE 13: MISCELLANEOUS 13.01 The Agreement shall be governed by the laws of the'State of Florida.. 13.02 The Contract Documents form the contract for the Work. Such Contract Documents represent,the entire and integrated agreement between the parties hereto and supersede all-prior negotiations, representations, "or agreements, either written or oral. The Contract' Documents "may be amended or "modified only by a change order 16 pursuant to the procedure set.forth in Article 7. Nothing contained in the Contract Documents shall create any , contractual relationshipbetween Owner and any subcontractor or material supplier of Contractor. No third party shall be entitled to claim that it is a "third party beneficiary", under this Agreement or any of the other Contract Documents.. 13.03 Words and abbreviations which have well-known technical or trade meanings are used in the Contract Documents in, accordance with such recognized meanings. All personal pronouns used in this Agreement, whether used in. the masculine, feminine or neuter gender, shall include all other genders; and the singular shall include the plural and vice versa. Titles of Articles, Section and Subsections are for convenience only, and neither limit nor amplify the provisions of this Agreement in itself. The use herein of the word "including," when following any general statement, term or matter, shall not be construed to limit such statement, term or matter to the specific items or matters set forth immediately following such word or to similar items or matters, whether or not non -limiting language (such words as `without limitation," or "but not limited to," or words of similar import) is used with reference thereto, but rather shall. be deemed to refer to all other items or matters that could reasonably fall within the broadest possible scope of such general statement, term or matter. 13.04 In any dispute whatsoever between Owner and Contractor, including but not limited to (i) whether or not any.part of the Work.is within the scope of the Work to be performed by Contractor, (ii) whether Contractor is entitled to compensation in addition to the Contract Sum for any Work requested of it and (iii)'whether or not Contractor is entitled to any extension of all or any portion of the Progress Schedule, Contractor shall continue to proceed diligently with performance of the Work as required by Owner, pending resolution of such dispute: The existence of such dispute shall not excuse failure by Contractor to perform the Work as required by,the,Contract Documents. 13.05 Contractor may- not assign this Agreement without Owner's prior written consent, which may be withheld in Owner's sole and absolute discretion. Owner reserves the right to .;assign its interests in the. Contract Documents, such`'right to include but not be limited to, a collateral assignment to a lender providing financing for the Work ("Owner's Lender"). Contractor agrees to comply with any reasonable requirements of Owner's Lender, ` including'without limitation any insurance requirements in excess of those set forth on Exhibit H hereto, and to'execute; any amendments;'estoppel certificates or other, documents reasonably requested by Owner's Lender., Contractor' agrees that upon receipt of notice from Owner's Lender or its successors and assigns, that a default hasoccurred under the collateral assignment to Owner's Lender, Contractor will perform all of its covenants, agreements and obligations under the Contract Documents in accordance with the terms and conditions thereof for the benefit of Owner's Lender . and -its successors and assigns, so long as Owner's Lender makes the payments and otherwise performs the obligations of Owner under the Contract Documents. 13.06 • If Owner defaults in the performance of any of Owner's obligations under this Agreementand if, as a consequence.of such default, Contractor recovers a money judgment against Owner, that judgment shall be satisfied only out of the right, title and interest of Owner in the Project as such right, title and interest may from time'to time be.encumbered. Contractor expressly agrees that under no circumstances shall Owner or any partner,,member, or shareholder, as applicable, in Owner be personally liable for the performance of any of Owner's obligations hereunder. 13.07 As between Owner and Contractor; all Plans and Specifications for the Work and copies thereof furnished by the architect or Owner are and shall remain Owner's property, and shall be used by Contractor only with ;. respect to the project. 13.08 Written notice shall be deemed to have been duly served if (i) actually received by the individual or member of the firm or entity. or to an officer of the corporation for whom it was intended, (ii) delivered,in person to, Contractor's project manager atthe Site; or (iii) if mailed, within five (5) calendar days after the date it is sent by either registered or certified mail, or if sent by overnight courier within one (1) business day after,it is sent for next business day delivery, in each case addressed to Owner or Contractor, as the case may be, at the addresses and to the attention of the person (or at such other address or to such other attention as Owner or'Contractor, as the case may be, may designate by notice to the other) set forth on the,Cover Schedule of this Agreement. For the purposes of this Agreement, email will be deemed an acceptable form of written notice for all notices other than and specifically excluding default notices. 17 a 13.09 Wherever in thin Agreement reference is made to the architect or engineer, such reference shall deem to refer to one or more of the entities which together comprise the architect, engineer, and/or consultant on the Cover Schedule' hereof, as the context and area of expertise may require. 13.10 ` Wherever possible, each provision of this Agreement shall be interpreted in a manner as to be effective and valid.under applicable law. If, however, any provision of this Agreement, or portion thereof, is prohibited by law or.found invalid under any law, only such provision or portion thereof shall be'ineffective, without in any manner invalidating or affecting the remaining provisions of this Agreement or valid portions of such provision, which are hereby deemed severable. 13.11 Contractor represents and warrants the following to Owner (in addition to any other representations and warranties contained in the Contract Documents), as an inducement to Owner to execute this Agreement, which representations and warranties shall survive the execution and delivery of this Agreement,any termination of the Agreement and the final completion of the Work: (a) that Contractor is, and throughout the performance of the Work shall remain, financially solvent, able to pay all debts as they mature and possessed of sufficient working capital to complete the Work and perform all obligations hereunder; (b) that Contractor is able to furnish the plans, tools, materials,. supplies, equipment and labor required to complete the Work and perform his obligations hereunder.and has sufficient experience and competence to do so; (c) that Contractor is authorized to do business in the State where property licensethe,Project is located and dppy by all necessary, governmental and public and quasi-public.authorities . having jurisdiction over Contractor and over"the- Work" and the Project; (d) that the execution of this Agreement and, performance thereof is within the duly authorized powers of Contractor; (e) that a duly authorized representative,of Contractor has visited the. Site, is familiar with the .local conditions and local Laws under which the Work 'is to be performed and has correlated such. observations with the requirements of the ContractDocuments; [(f) [Intentionally Deleted]]; and (g) that Contractor possesses a high level of experience and 'expertise in the business administration, construction and superintendence of projects of the size and nature of the Work and will perform the Work with the , care; skill and diligence of such a contractor. 13.12 Contractor acknowledges that Owner and its parent, subsidiaries; members and their partners, or, affiliated companies (hereinafter, collectively, the "Affiliated Companies") are the owners of valuable trade secrets • . andother confidential and proprietary information (herein, collectively, the "Confidential Information'). Contractor shall treat as strictly confidential and shall not use for its own purposes or for third parties„ or divulge or permit to be divulged to or examined or copied•by others; all Confidential Information obtained by. Contractor in connection with this Agreement, including the work product'created or obtained pursuant to this Agreement. In the event the. Work involves environmental or forensic work, this work shall be deemed and treated by Contractor as being performed for, and in .conjunction with, legal counsel for Owner and treatedas privileged- material. Contractor shall not report- environmental matters to any governmental` agency.,without the prior approval and knowledge of Owner.` In the event of a breach or threatened breach of the provisions of `this Section 13.12, Owner shall be entitled to an injunction restraining such breach or threatened breach without having to prove actual damages or threat ened•irreparable harm. Such injunctive relief as Owner may obtain shall be in addition to all of the rights and remedies available at law. and in equity. Notwithstanding any other provision of this Agreement which' is or may appear to. be Jo the contrary, the obligations under this Section 13.12 shall survive the expiration, termination or cancellation, of this Agreement. 13.13 Any and all disputes and claims between Owner: and Contractor shall be resolved by agreement of f the parties, or decided by litigation, unless Owner shall advise Contractor in writing that Owner.elects to have -the disputedecided by arbitration pursuant to the terms of Exhibit' J, and judgment. upon the award may be entered by any court having jurisdiction. 13.14 Any additional reasonable requirements of a Lender will be met by the Contractor. Signature page to follow] 3I. THIS AGREEMENT is entered into as of the day and year first above written. OWNER: RINEHART SS ASSOCIATES, LLC, a Delaware limited liability company By: Flagship BV Self Storage JV, LLC, a Delaware limited liability company, its sole member By: Flagship Storage Associates, LLC, a Florida limited liability company, its Operating Member By: TAgeA Name: Theodore A. Bolin Title: Sole Member and Manager CONTRACTOR: FLAGSHIP GENERAL CONTRACTOR, LLC, a Florida limited liability company By: TA&eK Name: Theodore A. Bolin Title: CEO Signature Page to General Contract [Rinehart] Exhibit A List of Contract Documents The Contract Documents shall consist of the following (fill in title, date, description, if applicable in each case): 1. Specifications, Plans and Drawings: The complete list of all specifications, plans and drawings are listed on Schedule I attached hereto and made a part hereof. 2. Addenda issued prior to execution of this Agreement: Exhibit B o. General Conditions Items Site Requirements for temporary labor, trash removal, equipment rental, fall protection, site supplies, site office, security, signage, etc'. 90,000.00 Exhibit C Schedule of Values Item. Description of Work Scheduled Value 1 ` Contingency Hard Cost 200,000 .. 21,' `: Site Requirements 90,000 3 . Survey 20,000 4 Testing & Inspection Fees 25,000 5 , Site Development 580,000 6 Landscaping & Irrigation 45,000 7 Concrete 525,000 8" Masonry 282;000 9 Structural Steel 1,650,000 10 .., Stairs 54,000 11 Finish Carpentry 10,000 12 .` Millwork 14,000 13 Storefront Glass 85,000, 14 _. Doors & Hardware 18,000 15 Roll Up Doors & Partitions 460,000 16 Automatic Glass Doors 22,000 17 Drywall `& Metal Studs 29,000` EIFS .. 85,000 19 Tile Flooring 9,000 20 Sealed Floors & Gleaning 26,000 21 Painting , 25,000 22 Toilet Accessories 2,000 23 Fire Extinguishers - 3,000 24 Signage 49,000 25 Elevators 154,000 26 Fire Protection 180,000 27., Plumbing 32,000 28 HVAC, 219,600 29 Electrical 225,000 30 Security & Gates + Fencing 109,000 31 ; General Contractor Fee 522,000 GMP '- 5;749,000 C-1 I D-1 Exhibit D Key Staff Members Include. Emergency Contact Numbers and Cell Phone Numbers 1 John T. Enslow General Contractor 386-775-0507 2 George W. Murray Project Manager 407-463-4785 3 Theodore Bolin CEO 407-367-9806 4 Jefferson Zapata Superintendent 321-263-9661 D-1 s Exhibit E Progress Schedule Td:. I... w u z d4s,~;Neff5 lila SwRI _ pis aa s _TIua C.7a«te ;wa77Fa#9 s SlcirmlV a r__..___._„ _..,..._-_,5___ tscal7,2rsa Fnis»te--- s loome watea .__.- atl3,r' P079119 w8d-7 itA t9.. 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Baal—,Wrltl 2!3"7:.9 weer 229E 19 art h fw,.'as eY 3•"w•=•,,••,•..-:.••9 RmxufiWn u'itt: utr i+T< 5, lkstt J13 y,.-rf..rx s.. cz nrcm-wy 3 M.d Iml to 5 ' Flm i3 o -mommJ 8358 39 I ed Tish9joe t 1 sa 7i'st,# ata Fsc itGtass:`" a£ Peia Cr j8 A Irif 10 days !TIE 2figm 9 umTV19 Pre{' r ii&ps itUt t t2a}....._.. Mcn 2MI9 4 2?25'19 9fgized 11 t3af 3tie 2tZ&15 iffiIe r l'4.,. t Eisr.atzs;24cf s;vare[i2t i'rs;rtle37 19 70Ash 2 . w days jF 71 Re Asim 2J4 A 72 t irEMA'nirQstmMg. A days-3f7?119 Wim]3'13'19 a3 CUM Irmw 2dar. ?tie3'1&1,3 .4V tl'3113 t9 74 Stcipsig. i .,:.1 -RW 1 19 {TtU N]4''1'9 n I, .tb.. . .___... 3. TIVtA__F¢t FttwSti L3hn 3da ,'1'ttii 3'iiFi9 Ex 3'72X19 77 ir643lGs 76 7dad...Fi£ 221-4 'Md!d47T9......._ W it e9 jiVi3ytaaj d71 13w_.., Geimiot_ _ ._._.._I" Tfiuvi a2 s r Rqact fiaai.rt data:T Suw'lS pav 2 3 Exhibit F ChangeOrd' Form see attached] twf 5 i e J s i fid: :.. ,a r"irfatdfnelm d cfaf3ied,ud4e, sd&fajozks:Eei:er..::niecf 3tricrnurte dcfFe x. k ToTALB s. P s9*Aam 8d 6ar m r ,. APPR[iriru'a. fittommemm- Sf i9CMfGYx.' ;4sMrJ 43- M<®.1 8b'b a'M t IIS WcIe L_.. W iltylim'ecaa(.Grm ava¢ c+.iisi - N'I5 N.'G NWxtlaCu rMmm 3.'x.,.is i4Mlmlv.srte2. &pvlr®sa hpsC Y#e fl b".l i Y.e;';tif# Exhibit G Unit Prices per per per per < Exhibit H Insurance Reauirements Contractor shall at its own expense and, at all times during the term of this Agreement, maintain and keep in force the following: p (i) commercial general liability insurance for bodily injury to persons and/or property damage, including, but not limited to; coverage for products -completed operations, contractual liability, and independent contractors, arising out of Contractor's operations with a minimum limit of $1,000,000 per occurrence and $2,000,000 per, project aggregate, including waiver of subrogation; ii) automobile liability insurance arising out of the use of owned, non -owned, hired or, borrowed automotive equipment driven onto the Project with a minimum limit of $1,000,000 each accident or combined single limit; iii) statutory workers compensation and employer's liability insurance with minimum limits of 500,000 each accident, each employee and policy limit; iv) excess or umbrella"liability insurance in the amount of $5,000,000; and v) contractors' pollution liability insurance if the contract requires removal or disposal of hazardous. waste, Underground tanks, asbestos or the application of any potentially hazardous .chemicals. a All policies of insurance that are required to be maintained by Contractor, shall be.issued by insurance companies with an`A.M. Best rating of `A-, VIII" or better and authorized to do business in the State in which the Site is located;. and, shall provide.a thirty- (30) day written notice to Owner prior to cancellation or material modification, except ten'' 10) days for noir-payment of premium. 'Contractor's insurance shall be primary as to any insurance°maintained by Owner and the general liability policy shall include a waiver of subrogation in favor or Owner., The requirement of specific limits of liability is not intended to limit the contractual `or tort liability of Contractor. Contractor shall deliver certificates of insurance to Owner prior to commencement of Work and prior to each renewal of the policies required if said policies renew during the term of this Agreement. In addition, Contractor shall maintain and provide evidence of general liability insurance, including coverage for products -completed operations liability, insuring their work relating to the Project, for a period not less than the applicable Statue of Limitation in the-Statein which the Project is located. The liability policies (excluding Workers.' compensation) shall name Owner as certificate holder and additional insured by endorsement using theform CG 2037 (10-01) or an equivalent reasonably acceptable to Owner. The certificate of insurance provided to Owner shall include the following as follows: Owner and its subsidiaries, ."successors and assigns are an additional insured under the liability policies due to operations of the named insured,, according to the Agreement between the parties, for the services .relating to the ' Project located at the Site. Waiver of subrogation is included. Contractor shall.pay for -and maintain, whatever property insurance it deems necessary for coverage'against loss or damage of any kind to owned, leased or rented equipment, tools, scaffolding, forms, including tools and equipment owned or=rented by Contractor's employees or subcontractors. Failure of Contractor to maintain such insurance shall not obligate -,Owner, its agents or employees for any loss or damage to such equipment. In the.event Contractor carries such insurance; Contractor agrees to waive its right and those of its insurers to subrogate any loss against Owner or 3 its agents or employees. H-1 i 1. --. ,... .. •. _.. ' Exhibit I Construction & Development Construction Closeout Document List To Be Provided in Duplicate Hard Copy and Indexed Electronic Form A complete set of as -built drawings; inclusive of an as -built survey, reviewed and approved by the designers -of - records A complete set of shop drawings and product submissions Record copies of the construction contracts and all change orders A schedule of all implemented alternates and material/system substitutions Confirmation of final testing of mechanical and electrical systems Certificate of Substantial Completion Contractor guarantees and warranties Subcontractor guarantees and warranties Building system manufacturer and vendor warrantees (such as roofing, coatings, curtainwall, sealants, specialty. ' systems, conveying systems, etc:) Confirmation that subcontractors have provided an in-house mechanical equipment operating training program, if required by their subcontracts All guarantees, warrantees, start-up, and operation and maintenance manuals related to all - equipment and materials and personal property supplied with respect to the Project, complete with preventive maintenance schedules including job steps and cycles - triannual, annual, monthly, weekly, daily, etc. Copies of all controlled testing, reports and designer site visit reports Punch lists certified as 100% complete by the designers -of record and Owner Final, unconditional waivers -of -lien from all subcontractors, vendors, and designers, to the extent and in such form as may be designated by Owner Consent of Surety to Final Payment for any contractor and subcontractor performance. and payment bonds A schedule of all subcontractors and vendors complete with contact information Turnover list from the collecting of residual tools and equipment purchases under a CM agreement's general' conditions provisions Designer -of -Record's Certification of Final Completion Designer -of -Record Certificates of Compliance with the contract drawings and specifications Designer -of -Record affidavit to complete -and certify a post -construction condominium offering memorandum, if applicable 7 Design -of -Records' Site Visit Reports and RFls Written, final, unconditional approval and acceptance of the space to be improved by the Work issued by the 6 City' Certificates of Operation for all elevators s. Spare materials (wall and floor tiling, acoustical ceiling tiles, wallcovering, kitchen disposal units, heat pump units,,etc.) properly identified and'stored Key and Sign Schedules Release of all municipal required bonding for infrastructure and site work Affidavit that upon payment of the amounts shown in such application for payment all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which Owner or its property might in any way be responsible shall have been paid or otherwise satisfied If required by Owner, other data establishing payment or satisfaction of all such obligations, such as receipts, releases, and waivers of all possible liens arising out of this Agreement Contractor's hand mark-up field copy of the as built drawings, operation and maintenance data, warranties, and other such data as may be required by the Contract Documents Exhibit. J Terms of Arbitration If Owner, advises Contractor in writing that Owner elects to have a dispute arbitrated pursuant to Section 13.13 of the Agreement to which this Exhibit K is attached to, then the following shall control such arbitration: a) Any controversy identified by Owner as being subject to arbitration in accordance with this Exhibit K; including, but not limited to, regarding the construction, application, or -performance of any Work or services under the Agreement, or its breach,,shall be submitted to arbitration to be held in a city selected by Owner in the State wherethe Project is located. The arbitration shall be conducted in accordance with the Construction Industry Arbitration '.Rules of the American Arbitration Association ("AAA") as modified herein. The arbitration will be.;conducted by a single AAA arbitrator, mutually selected by the parties. If the parties cannot reach agreement on tile selection, then the parties shall each select one arbitrator from the AAA list to serve as an arbitrator selector. The two selectors shall thenconfer and select the arbitrator. Unless otherwise agreedto by the` parties, a minimum qualification for the arbitrator is that he or she be a retired state or federal judge. After the arbitrator is selected,' the parties' counsel shall confer jointly with the arbitrator at the earliest convenient date to determine the discovery to take place. .Immediately after commencement of the arbitration but in any event prior to the: first meeting with'the arbitrator, the parties shall cooperate in good faith- in the voluntary and informal exchange of all non -privileged documents and other information (including electronically stored information ("EST"),. as contemplated in subsection (c) below) relevant to: the dispute or claim immediately after commencement ,of the arbitration. They shall complete an`initialexchange of all relevant, non -privileged documents, including copies of all documents in their possession or control `on which they rely in support of their positions, and names:of:individuals <whom they may call as witnesses at the arbitration hearing, within twenty-orie,(21) calendar days after all pleadings or notice of claims have been received. The arbitrator may modify these obligations for good cause. b) Without further leave of the arbitrator, each party may take no more than 6 depositions of potential witnesses; each party may serve no more than, twenty "(20) interrogatories; and each party may serve no more than twenty (20) document requests. Document requests shall (1), be limited to documents relevant to disputed matters; (2) be reasonably restricted in terms of time frame, subject matter, and persons or entities to which the requests pertain; and (3)notinclude broad phraseology such as "all documents directly or indirectly related to." The requests shall not be encumbered with extensive "definitions" or "instructions." The arbitrator may redit or limit the number of requests. Lengthy briefs on discovery matters should be avoided. In most cases, the submission of brief letters will sufficiently inform the arbitrator with regard to the issues to be decided. Additional discovery shall be at the discretion of the.arbitrator. All discovery shall be completedwithin no more than six (6) months after the selection of the arbitrator, unless this period of time is extended by the arbitrator for good cause. c) Unless otherwise modified by the arbitrator for good cause shown following consultation With the parties,: discovery ofESI shall be limited as follows: (1) Production of ESI shall be from only those sources used in,the ordinary: course of business, however;_no ESI must be produced from backup servers or tapes;. (2) Production of ESI shall be made in a searchable formatusable by the requesting party and, with the exception of email headers, me.tadata may be excluded from production; (3) The custodians from whom ESI must be collected' shall be limited to those individuals whose electronic documents may reasonably be expected to contain evidence that is material to the dispute; and (4) If the cost and burden of ESI production is found to be'disproportionate to the nature of the dispute or to the amount in controversy; the arbitrator -may issue a protective order limiting the production or condition disclosure on the payment of reasonable costs' by the requesting party, subject to the allocation of costs in the final award. . d) The arbitrator shall not have the power to commit errors of law, fact,, or legal reasoning. Any award may, be vacated or corrected by a court of competent jurisdiction on this basis. The parties agree that the court shall have jurisdiction to review, and .shall review, all challenged findingsi of fact and conclusions of law based on a de novo review of the arbitration record and evidence. SCHEDULE A INDEX OF DEFINED TERMS PAGE Accelerated'. Substantial Completion Date...................... ......._.............. ....................................................... 6 Acceleration Bonus....................................................................._................................................................................6 AccelerationNotice....................:...............................................................................................................................:.6 Affiliated Companies......:.:............................................................................................................................. 19 Agreement........................................................... „............................................... 1 applicationfor payment:................................................................................................................................................ 2 . ConfidentialInformation...........................................................................................................................................:.19 ContractDocuments......................................................................................................................................................1 Contract Sum..................:..............................................................................................................................................I Contractor's Fee . 1 Contractor's GC Payments ..........:................ 1 costof the Work...............................................................................:................................................... 14 CoverSchedule..........................................................................::.................................................................................. l Delays...:' ........................................................: c:.......:....6 DOE ..:....' ............................. 19 Extension Work ...................t........ ..................................................................... 9 Extraordinary Measures..:.................................................................................. 11 GeneralConditions Items..................................................................................................................... 1 GMP.......................................................................................................... HazardousMaterials................................................................................................... 11 Holdback..............................................:.....................................................................:............ 4 Indemnitees........................................................................................................................................... 16 Key Staff Members....................:. 8 Lawn:..........:............................................................................................................................ 7 . liens.............................:...............................................................:..............:............................ 4 Manual............................................................. 2. Owner's Lender.:................................................................................................................. 18"., Related Parties.:.: ...................... ................................................................................................ 16 RevisedContract Sum.................................. ............................................................................ 2 third'party beneficiary........................... ............ :................................. :................................................ 18 This instrument was prepared by and should be returned to:.. Chad A. Shimel, Esq. Cramer, Price & de Armas, P.A. 1411 Edgewater Drive; Suite 200 Orlando, Florida 32804 A: Pjr,.. Folio/Parcel Identification Number: 3 t -3a - So 1-0000-onto GU CUcv' .SV NOTICE OF COMMENCEMENT rd r v.00tj -3zZ`tI State of Florida, County'of Orange. 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 property (legal description of the property, and street address if available): attachedSeexibi 2. General description of,improvement elf- toga a Buildin s 3. ;Owner informatioa or Lessee information if the Lessee contracted for the Improvement Name RINEHART'SS•ASS CIATES LLC Address 1190 Business • Center Drive. Suite 2000. Lake Marv, Florida 32746 Interest in Property Name and address of fe'e simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name FLAGSHIP GENERAL CONTRACTOR, LLC Telephone Number Address 1190 Business Center]3&6. Suite 2000, Lake Marv:-Eorid_a 3_2746 5. Surety (if applicable, a copy of 'the, payment bond is attached) Name Telephone Number Address Amount of gond 6. Lender Name MUTUAL !QF OMAHA BANK Telephone Number Address 5525 Merle Hav Road Suite`290. Johnston, lA 50131 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(x)7, Florida Statutes. Name Telephone Number Address 8 In addition to himself or herself,.Owner,designates the following to receive a copy of the Lienor's Notice as ` provided in §713.13(1)(b); Florida Statutes. Name Telephone Number Address. 9. Expiration date of notice of commencement (the expiration date is one year from the 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 CHATTER 713, PART 1, .SECTION 713.13, FLORIDA St, ATUTES AND CAN. RESULT IN YOUR "PAYING TWICE FOR IMPROVEMENTS TO. YOUR PROPERTY. A NOTICE OF COMMENCEMENT MU, ST-BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF'YO.0 INTEND TO OBTAIN FINANCING, CONSULT WITH,YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Notice of Commencement 88362381 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S# 2018059274 BK 9139 Pgs 1091 - 1095; (51)9s) E-RECORDED 05/24/2018 09:52:25 AM 44.00 RINEHART SS ASSOCIATES, LLC, a Delaware limited liability company By: FLAGSHIP BV SELF STORAGE JV, LLC, a Delaware limited liability company, its Sole Member By: SHIP GE ASSOCIATES, LLC, a Florida limited liability company, its Opera[ ember B :Sole Member and Manager Sigatu essee,'orOwner'scrLess'zed0fricer/DirectortPartner/Manager SigintorysTiddOlGce Theodore A. Bolin The foregoing instrument was acknowledged before me this day,of May, 2018, by Theodore A. Bolin, as the Sole Member and Manager of FLAGSHIP STORAGE, ASSOCIATES, LLC, a Florida limited liability company, on behalf of the company as -the Operating Member of FLAGSHIP BV SELF STORAGE JV; LLC; a Delaware limited liability company, on behalf of the company as the Sole ' rRINEHART SS ASSOCIATES, LLC, a Delaware, limited liability company, on behalf of the comp ature of No c —State of Florida Print, type, or stamp commissioned name of Notary Public Personally Known OR Produced ID Type of ID Produced Notary Publie State of Florida Chad A Shimelr#0Y' Y- AV A`My Commi"on FF 150322 Expires 09)04/2011 8 LEGAL DESCRIPTION EXHIBIT "A" A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19t SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING A PORTION OF WILSON AVENUE AND A PORTION OF LOT 1, ALL OF PINE LAKE, GROVES, AS RECORDED"IN PLAT BOOK 9, PAGE 27,' PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, RUN NORTH 89052'39" EAST; ALONG THE NORTH LINE OF SAID SECTION 33 AND NORTH RIGHT OF WAY LINE OF SAID WILSON AVENUE, A DISTANCE OF 961.05. FEET TO TH IPOINT OF BEGINNING; THENCE CONTINUE NORTH 89052'39" EAST, ALONG THE NORTH LINE OF SAID SECTION 33 AND NORTH RIGHT OF WAY LINE OF WILSON AVENUE, A DISTANCE OF 357.83 FEET TO A POINT ON THE EAST LINE OF SAID PINE LAKE GROVES, ACCORDINGTO„ THE PLAT THEREOF AS RECORDED IN PLAT ° BOOK 9, PAGE 27,` PUBLIC RECORDS OF' SEMINOLE COUNTY, FLORIDA, .THENCE 'SOUTH 00025'04" WEST, ALONG SAIDEAST LINE, A DISTANCE; OF 30.00 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 00°25'04" WEST, ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 487.21 FEET TO A; POINT `ON: THE NORTHERLY LIMITED ACCESS RIGHT OF WAY LINE OF STATE ROAD 417 AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP,, SECTION 77160-2441, THENCE NORTH 62049'00" WEST, ALONG SAID RIGHT OF WAY LINEA DISTANCE OF 397.21 FEET; THENCE,'DEPARTING SAID LIMITED ACCESS RIGHT -OF-. WAY, NORTH 00007'21" WEST A DISTANCE OF 334.97 FEET TO THE POINT .OF BEGINNING. TOGETHER WITH a Temporary Access Easement described as follows: A portion of Wilson Avenue being a 30.00 foot wide `right of way as shown on PINE LAKE GROVES, accordin&to. the plat thereof as recorded in Plat Book 9, Page 27, Public Records of Seminole County; Florida. Said portion of Wilson Road lying in the Northwest ,1,/4 of Section, 33, Township 19 South, Range 30 East, being North of Lot 1 of said PINE LAKE GROVES and being more particular described as follows: COMMENCE at the Northwest corner of the Northwest 1/4 of Section 33, Township 19 South, Range 30 East, thence North:89°52'39" East, along the North line of said Northwest 1/4, a distance of 27.94 feet to the POINT OF BEGINNING; thence continue North. 89052'39" East, ,along: the North line of said Northwest 1/4, a distance of 427.29 feet; thence South 00°07'21" Easta: distance of 30.00 feet; thence South 89052'39" West, along the South right of way line of said' Wilson Avenue and North line of Lot l of said PINE LAKE GROVES, a distance of 427:53 feet to a point on a curve concave Westerly, having a radius of 2628.47 feet, a central angle of 00'39'15 ",,and. a CFN# 2018059274 OFFICIAL RECORDS 0 COC -TYPE NC BK 9139 PG 1093 PAGE 3 OF 5 chord bearing of North 00°20'09" East; thence Northerly, along the arc of said curve, a distance of 30:00 feet to the POINT OF BEGINNING. AND TOGETHER WITH a Utility and Access Easement described as follows: A Non-exclusive, easement for the benefit of Parcel 1 for access, ingress and egress over, across and through, AND utilities over, under, through and across 'the following described property: A parcel of land located'in the Northwest 1/4 of Section 33, Township 19 South, Range 30 East, Seminole County, Florida, being a portion of Wilson Avenue and a portion of Lot 1, all of PINE LAKE GROVES, as recorded in Plat Book 9, PAGE 27, Public Records of Seminole County, Florida. . Being more particularly described as follows: COMMENCE at the Northwest corner of the Northwest 1/4 of Section 33, Township 19 South, Range 30 East, Seminole County, Florida, run North 89°52'39" East, along the North line of said Section 33 and North right of way line of said Wilson Avenue, a distance of 455.23' feet -to the POINT OF BEGINNING thence continue North 89°52'39" East, along the North line of said Section 33 and North right of way line of said Wilson Avenue, a distance of 40.00 feet; thence, departing the North line of said Section 33 and North right of way line of said Wilson Avenue, South 0000721 East a distance of 25.00 feet, thence North 89052'39" East a distance of 441.00 feet; thence North 00°07'21 West a distance of 5.80 feet; thence North 89°52'39" East a distance of 24.83 feet; thence South 00007'21" East a distance of 46.92 feet; thence South 89°52'39" West a distance of 15.00 feet; thence North 00°07'21" West a distance of 11.12 feet; thence. South 89°52'39" West distance of 382.52 feet; thence South 0000721 East.a distance of 19.03 feet; thence South 89°52'39" West a distance of 26.00 feet; thence North 00°07'21" West a distance of 19.03 feet; thence South 89052'39" West a distance of 17.67 feet thence South 00°07'21" East.a distance of 30.69feet; thence North 89°5239" East a distance of 3.68 feet; thence South 00°07'21" East a.distance of 30.00 feet; thence. South 89°52'39" West a distance of 18.03'feet; thence North 45004130" West a. distance of 16.97 feet; thence North 00'04'30" West a distance of 10.35 feet; thence North 45°07'21" West a distance of 54.20 feet; thence North -00007'21" West a distance of 55.00 feet to the POINT OF BEGINNING. AND TOGETHER WITH a Utility Easement described as follows: A Non-exclusive easement for the benefit of Parcel 1 for utilities over, under, through and across the following described property: A portion of Lot 1 and a portion of Wilson Avenue being a 30.00 foot wide right of way as -shown on PINE LAKE GROVES, according to the plat thereof as recorded in Plat Book 9, Page 27, Public Records of Seminole County, Florida. Said portion of Lot l and Wilson Road lying in the Northwest; 1/4 of Section 33, Township 19 South, Range 30 East and being more particular described as follows: COMMENCE at -the Northwest corner of the Northwest 1/4 of Section 33, Township 19 South, Range 30 East, thence North, 89°52'39" East, along the North line of said Northwest 174, a distance of 27.94 feet to the POINT OF BEGINNING; thence<<continue North 89°52'39 East, along the CFN# 2018059274 OFFICIAL RECORDS 0 DOC TYPE NC BK 9139 PG 1094 PAGE 4 OF 5 North line of said Northwest 1/4 and North right of way of said Wilson Avenue, a distance of 323.39 feet; .thence; departing the North line of said Northwest 1/4 and North right of way of said Wilson Avenue, South 45007'21" East a distance of 35.36 feet; thence North 89°52'39" East a distance of 78.90 feet; thence South 00°07'21" East a distance of 30.00 feet; thence South 89052'39" West'a distance of 77.18 feet; North 45°07'21" West a distance of 49.50 feet; thence, South 89°52'39" West a distance of 315.23 feet to a point on a non-tangent curve concave Westerly, having a radius of 2628.47, feet, a central angle of 00°26'10' and a chord bearing of North 00'13'36" East; thence Northerly, along the arc of said curve,' a'distance of 20.00 feet to the POINT OF. BEGINNING. CITY OF SlkNPORD FIRE OEF?ARTiV1E\T / _ O cpa'rpI %f Appllcation No: 80 3r? S S SDocumentedConstructionValue: $'4 ;998; C"m `! Building & Fire Prevention Division PERMIT APPLICATION Job Address: 1451 Rinehart Road, Sanford,FL 32771 Historic District: Yes NOV Parcel ID: 32-19-30-501-0000-0010 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[:] Moven Description of Work:` Self Storage Facility Plan Review Contact Person: George Murray Title: Sr. Vice President Phone: 407-463-4785 Fax:' Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates, LLCPhone: 407-463-4785 Street: 11 90,Business Center Drive Suite 2000 City, State Zip: Lake Mary, FL 32746 Resident of property? o 1 no Contractor Information ! Name John T. Enslow rjct —s t° Phone: 407-463-4785 Street: 1190 Business enter Drive Suite 2000 Fax: City, State Zip: Lake Mary, FL, 32746 State License No.: CGC001553 Architect/Engineer Information Name: Robert Beattie- RBE Consulting' Services, LLC phone: 407-796-3820 Street. 2875 Split Oak Court City, St, Zip: Oviedo, FL, 32766 .. Bonding Company: Address:) Fax: E-mail: rbecsllc@gmail.com Mortgage Lender: Mutual of Omaha Bank, ISAOA Address: P.O. Box 60125 Phoenix, AZ 85082-0215 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: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 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 capstruction and zoning. i nature of Owner/Agen Date Signat of Contractor/Agent Date GAN /.o /c Brrl)Owne, 7) nt's N p7leol ractor/Agerj) Name — J ME Sfgnatur o,Np yStateofFlorida Date of ' e•.,, CARLY S. ERVIN / Notary Public - State of Florida y My Comm. Expires Oct 17, 2018 Commission # FF 134853 CARLY S. ERVIN Notary Public - State of Florida My Comm. Expires Oct 17, 2018 Commission # FF 134853 f ty Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID 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: _ # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FI ` /> BUILDING: Revised: January 1, 2018 Permit Application Revision El o-- Response to Comments C3,e Permit # ` 600 0 Project Address: 1 200Ci4 A 2-f Contact: yh'Y '/sLa Ph: J3e 2 k 62 SEP 201$ City of Sanford Building & Fire Prevention Division Ph: 407.688.5150Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date c, /ZS l e --.) Fax: 4"O-1 `- +6 C t 5S Email: Gnus 1 L S ti. G G, c .Y Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Z,` P -k Y A ROUTING INFORMATION wilding ApprovalsDepartment Utilities Waste Water E] Planning Engineering Fire Prevention General description of revision: Z,` P -k Y A ROUTING INFORMATION wilding Approvals RBE Consulting Services, LL C September 24, 2018 Rabco Enterprises, LLC 1041 Crown Park Circle Winter Garden, FL 34787 Phone: 1-800-989-0220 Fax: 407-877-9065 Subject: Rinehart SS Associates, LLC 1451 Rinehart Rd. Sanford, FL 32771 Attn: Project Manager for Rabco Enterprises, LLC The following letter is being issued to provide clarification as to an issue in the field on the above referenced project. At the office area, it is acceptable to substitute F76-13 footings (7'-6"x7'-6"xl'-3" reinforced with (7) 96 bars each way) in lieu of the F70-13 footings (7'-0"x7'-0"xl'-3" reinforced with (6) #6 bars each way) specified on the contract documents. Feel free to contact me should you have any additional questions. Sincerely, Robert M. Beattie, PE RBE Consulting Services, LLC PERMIT # Robert M Beattie, Q Nsj No.55428 ' 2018,09,24 STATE OF \:' csStONA.. ti,``` 20:48:14 This d §i has Bern electronically signed and scaled by Robert M. Beattie. PE using a digital Signature and no date. Printed copies of this document are not considered signed and scaled and the signature must be veri fied an any electronic copies. RBE Consulting Services, LLC 2875 Split Oak Court — Oviedo, FL 32766 — Phone: 407-796-3820 — Fax: 407-796-3671 Web: www.rbecs.com — Page 91 of 1 - E-mail: rbecsllc@gmail:com Consulting e"ices, LL C September 20, 2018 NF TiRabcoEnterprises, LLC Robert iVl 1041 Crown Park Circle - No. 55428 Winter Garden, FL 34787 Beattie= T Phone: 1-800-989-0220 -. STATE OF Fax: 407-877-9065 2 01 8.0 9.2 0' "',,cs310 N A Subject: Rinehart SS Associates LLCn telectronicallyttt This item has been signed and sealed by Robert M. Beattie, PE using a 1451 Rinehart Rd. 00'04- 14.44.39 Digital Signature and date Printed copies of Sanford, FL 32771 this document are not considered signed and sealed and the signature must be verified on any electronic copies. Attn: Project Manager for Rabco Enterprises, LLC The following letter is being issued to provide clarification as to an. issue in the field on the above referenced project. See the updated footing schedule below which includes the previously missing footing sizes. FOUNDATION SCHEDULE MARK 51ZE (L x W x D) REINFORCING RFMARK5 F I SEE ELEV. PIT DETAIL SEE ELEVATOR PIT DETAIL P2 HE PLAN FOR DIMENSION x 1'-G" THICK 7) #G TOP t BOT BARS L'4„ E #G @ 12" o.c. MAX, 5W 140--10 4' -0'x4' -0'x 1'-0" 4) #5 EA VNAY BOT BARS 150-10 5' -0"x5' -0"x 1'-0" 5) #5 EA YVAY BOT BARS t`G0-10 G-0"xG'-0"x 1'-0" tG} #5 EA WAY SOT BARS FGG-13 G` G"xG'-G'x 1'-3" G) #G EA WAY BOT BARS r7G-13 7'-G"x7'-G"x 1'-3" 7) #G EA WAY BOT BARS F70-13 7' -0"x7' -0"x 1'-3" G) #G EA. VAY BOT BARS r90-1 G 9' -0"X9' -0"X !'-G" 7) ,#7 EA.. WAY 50T BARS Wf;-30-10 CONT.x3'-0"x 1'-0" 1'41 #5 80T BAKS W,' #4 TKA`J5. @ 46"o.c. MAX. US/TN-10 CONT.x3'-G"x I'-0" 4) #5 50T 3AK5 VV/ #4 TR,4N5. @ 48"o.c. MAX. W140-10 CONT.x4'-O"x 1'-0" 5) #5 30T 8.AK5 W,•' #4 TRANS. @ 24"o—c. MAX. TD51 G-10 CONT,x I' -0"x P-0"(MIN.) 3) #5 BOT BARS s'HN530-10A CONT.x3'-0"x 1'-0"(MIN.) 3) #5 BOT 3AK5 'V7#4 TKANS. @ 48"o.c. MAX. ThN530-108 CONT.x3'-0"x P-01MIN.) 3) #5 T*5 BARS W,43 TIES @ 48"o.c. MAX. Feel free to contact me should you have any additional questions. Sincerely, Robert M. Beattie, PE RBE Consulting Services, LLC RBE Consulting Services, LLC 2875 Split Oak Court — Oviedo, FL 32766 — Phone: 407-796-3820 — Fax: 407-796-3671 Web: www.rbecs.com — Page #1 of 1 - E-mail: rbecsllc@gmail.com I I I I I I TCI FGO- O o i I I TC2-/ F50-10 I Il I I I I I I it I II 10'-3" I II tl 1'14" 10 I n I I n I I n I i i I I I I I n I I n I I n I I I I I I I I n I i I i n I I u I u I I u I I I I I I I I n I I n I I n I I I I I I I n I I n I I n I I I I I I I I n I I n I I n I I S I I i i I S I CGG-4 I CGG-4 I CGG-4 F40- 10 F40-10 F40- 10 I n 0 L J L -1 I I n 10'-8" = 10' z I ^ I n I I n I I I I n I 1 u I I I I n I ISI I I Inl I I I n I I I I n I I u I i I I ^ I of I of u I ml I 21 n 1 I I Inl I I I I 1 I 1 27-3" I I L II I CGG-4 n n CGG-8 : 4 I I I I F70-1 3 F40- 1 0 ^ n I I F I I I I I I I n l I n l II L_J L CGG-8 CGG-41 ^ I ^ F70- 1 3 F40- 10 I I r---- ----=-----—L- J WF30- I 0 —— J TCI TCI TCI F50- 10 F50-10 F40- 10 2' 10' 2' 9'-4" I I I I I I N I I I n I ISI ISI ISI N ISI ISI InI InI InI N I^I InI I I I I I I CV I I I n I I u I u I u I N I u I^ I I^ I I^ I N I n I I^ I u l o f u l of u l 01 I Ln Li I of I m l I ml I ml I N ml I m zl n l zl n l I I i I I I N I I I n II^I InI InI InI I IISIISIISINISI IuI I I 65, 1 I I I LnI I F_—+ I n I I n I n I n I I F- I I I I I I N I I I I— I N I^ I I^ i I n I o I n I 1112 I c I N I n J 0-1 0 CGG-4 FD- FGO- 10 GG' OFFSET BASE PLATE TO G' - d Runs. LaF 206 (BOTT) 4 Runs,Lap 2-05(BOTTI x PLEASE VERIFY QUANTITY; PLEASE VERIFY HANH Y' WF30-10 4);i5 BOT .D 2#540-00 ( BO Q ERu-cp2- 0 (BO Wf30-ll1 (4),x5 BOT BARS VVA 245aD03 N4 TRANS. @ 48"o.c. MAX. 1°528-05 #4 TRANS. C 48"o.C. MAX. 1#5'16-06 TRANSV 25iid 2-0fi 13077@48' TRANSV 2444 2-06 BOTr&W CB 3x445 5FA2 CS 3x445 5FA2 F7G73 3d530J0 F7613 1____ 'I I ________ I rIIIIIII IIII WF3610 IIrI IIIt I_ II ___`_'_ __ N - T515-0 _ iII_ r_._ _0 ----- —T_____T lI r1II TI rI _____iI __rI _____Ir1I WF341, I 7_____-__r_____1__r____ T 1454512Q F41NF1— I 0B — w 54512-96 BOT! S'N5443- SW59305BOTTI@24' Tr e ri__i___ L_______________ LT o_ R13L'N 64526-10807! SIN 12#4 3-05 BOTT@24' if 445 3402 BOTT I 545 25-10 BCT? SVV 1244 3-06 3017@24' 245 5.03 LW 44512-10 BOT! Sw 344 2-06 BOTTIQ. CB 2x445 5FA2 j-5 Runs, Lap 2-05(BOTO Epm tun consistmR at 1#5 40-00 1#5 603TRANSV 75#4 3-0fi$OTT@24' OWLS 43446 6FA8 @24' L41-RANS. E VERIFYQUANTITY: Each mn conSm'YOF. Eau mn wnslsbng of 0 (4) 45 DOT BARS WI 2#540,00 Wt-30-100m540.00NOTFs, 4s 2a G6 n TRANS. c> na"ocMn.xos,sG6 £+, 4a"O.C, MAX. PON TO IST ELEV. SLAB: FILLCELL SPACING""+EVERT. BAR[[24"O.C: MAX. TRANSV 26#4206 BOTT@48' TRANSV 24#42-06 BOTT@CB' 1ST TO 2ND ELEV SLAB FILLCELL SPACING #S VERT. BAR Ca 24'O.G. MAX. CB 2.4#5 5FA2 ,. CB 2ANS 5FA2 2NDELEV SLAB TO TIVAALL#5 VERT. BAR (a), WO.C. MAX. 0 REVIEWED RP'ASF & RESURWT RE;ECTED BY: JTE _ Od e:.,:2019 _ OLIGNCOnCEPT'IOFTHFPRONCT IS OIPt nFOaer hcNPa RMS xn L ILIT _T.ass ows a [ P.Hc msavolua;lan or . nnc11o;n 51- NOTOCONSTITUTE F1111L v ET4R. Y-, v!TS* pa.v rkv<e R=.vr rvorEo OxrciE rco pxcae;uanu* RMBu - 9-6-18 Ther rei.1.16n9 shop drnairAe are prepared in. aoeardance silh the ACI detailingg manual, the CRSI Won of SLandard PnMice, and the contract documents. The eontroel drerings and epecifintiam arc the primer! documents. and are to be used together nth the rebar shop drorogs lar the actual placemenl of the reinl—mg ben. NOTICE Shorlagn. improper fabrication wcleima for any other —omustbereportNtothiscompanyandthePampa,! rexran the right to field insppeecct pprior to rtplacement or reroa humping of nonconforming maleriat, end rill col hdnor charge for ark done in the [laid silh.pt epeeifie aulh.,ia lion from this company. PLAN LOCATION: FOUNDATION LABEL RO PL OTT SIZE LENGTH BARMARs PLACING NOTES LABEL. RO 'PL OTT SIZE LENGTH BARMARk PLACING NOTES 41 QI Sw 844 2.05 9OTT@4T SECTION: CLW DWLS SECTION: CONC PADS I e e CB 2x445 5FA2 1 3 3F A5 e8' 37&38 I Cross Ref.: TC2 ' I 5' -0'x5' -0'z1'-0' I I II SLAB DWS 44rAt3 1'-° I fl I6.:-1 4'TO MgTCH 140-10 F40-10 F40.10 4 Cross Ref.: F60-10 2455-0J LWF30-tOj I I I i I i i i I i I I I I I I I I I I i i i i I i i I i t l i r' F24 i pi XLE 1210R WALL. FFV 6 EA.WAY BOTT VF30.101L'___J 7 — Cross Ref.: F76-13 10x214' d00 i F7F13 i i I O I' F7813 TIFTG I I 1 1 I I I I I I I 1 4 I i i r BOTT LAP W/ I L F60-10 DWL5 3545 5FA12 Q2a" I _ _ C8 2xO41 SFAZ PLEASE ADVISE ON REINFORCEh1=NT I FOR F9fi.16 GONGRETE PADS.THESE I 1 ARE NOT IN SCHEDULE IN STRUCTIIRAI DRAWINGS. I I __ ____ ___________ I I 7) E7 FAV/AY BOI BARS I I iC2 F2-1 I i LVV 54512-0S BOTT -ALN 5451206 BOTTWF40. I IwlaoloG— i 5 45#43-0590TTQ2J_ _ _ __ SVV 54411-06 B07@24° I r i I L'N 44512.10 BOTT I____ L_____ I____I_____ 113x LL___J__L_____1__L_____L__I______L_J______I__1_____J__L BOTT LAP W/ yF1 0-10 3#53600 F66,0 SNr3442-D6BOTTQ48° dRuns 2z 7 6 12-10 TIFT ,.=-1'-4"TO MATCH _ _-- 4 Runs, Up206(BOTTt 2x 146 5-06 CS 2x445 5FA2 I I I I I I I I I I EXTERIOR WALL FTG. I I LN 2, 3 5 40-00 BOTT LAP N/ LA_ 3 5 15-06 BOii TRANSV TIETG;=T/REV. BOTTW46- 2 — Cross Ref.: THNS30-IOA-4 F7Ft3 PAD LA 3z 3 5 40-00 BOTT LAP W/ LA 3 5 4-09 sVV 2x22451271 T&B@12' TRANSY 29 4 2-06 BOTTW48° 1 Cross Ref.: THNS30-IOA-5 LW 2x7445 2602 T&B@1T SECTION: CONT FTNGS LA 2z 3 5 40-00 EDIT LAP W/ LW STNDS 3x243 3FP @48' MAX BOTT TRANSY 23 4 2-06 BOTTe48' SU NIP Pf"W955FA10612' EYi 2x5#55FAi1@12-EW I I PLEASE VERIFY QUANTITY: 06i B TflSRuns,La 2afi lBoiT,l QUAN?T(Y: WF4U-10 (5) :NS BOT BARS VVI Each run CIEVERIFY S5BOTBARSW!gag54w>aO 4 TRANS. 24"D.c. MAX, 1#5 yN. @ 24'b.c. MAX TRANSV 759 W6 BOTT948' I 545 25-10 BCT? SVV 1244 3-06 3017@24' 245 5.03 LW 44512-10 BOT! Sw 344 2-06 BOTTIQ. CB 2x445 5FA2 j-5 Runs, Lap 2-05(BOTO Epm tun consistmR at 1#5 40-00 1#5 603TRANSV 75#4 3-0fi$OTT@24' OWLS 43446 6FA8 @24' L41-RANS. E VERIFYQUANTITY: Each mn conSm'YOF. Eau mn wnslsbng of 0 (4) 45 DOT BARS WI 2#540,00 Wt-30-100m540.00NOTFs, 4s 2a G6 n TRANS. c> na"ocMn.xos,sG6 £+, 4a"O.C, MAX. PON TO IST ELEV. SLAB: FILLCELL SPACING""+EVERT. BAR[[24"O.C: MAX. TRANSV 26#4206 BOTT@48' TRANSV 24#42-06 BOTT@CB' 1ST TO 2ND ELEV SLAB FILLCELL SPACING #S VERT. BAR Ca 24'O.G. MAX. CB 2.4#5 5FA2 ,. CB 2ANS 5FA2 2NDELEV SLAB TO TIVAALL#5 VERT. BAR (a), WO.C. MAX. 0 REVIEWED RP'ASF & RESURWT RE;ECTED BY: JTE _ Od e:.,:2019 _ OLIGNCOnCEPT'IOFTHFPRONCT IS OIPt nFOaer hcNPa RMS xn L ILIT _T.ass ows a [ P.Hc msavolua;lan or . nnc11o;n 51- NOTOCONSTITUTE F1111L v ET4R. Y-, v!TS* pa.v rkv<e R=.vr rvorEo OxrciE rco pxcae;uanu* RMBu - 9-6-18 Ther rei.1.16n9 shop drnairAe are prepared in. aoeardance silh the ACI detailingg manual, the CRSI Won of SLandard PnMice, and the contract documents. The eontroel drerings and epecifintiam arc the primer! documents. and are to be used together nth the rebar shop drorogs lar the actual placemenl of the reinl—mg ben. NOTICE Shorlagn. improper fabrication wcleima for any other —omustbereportNtothiscompanyandthePampa,! rexran the right to field insppeecct pprior to rtplacement or reroa humping of nonconforming maleriat, end rill col hdnor charge for ark done in the [laid silh.pt epeeifie aulh.,ia lion from this company. PLAN LOCATION: FOUNDATION LABEL RO PL OTT SIZE LENGTH BARMARs PLACING NOTES LABEL. RO 'PL OTT SIZE LENGTH BARMARk PLACING NOTES 41 QI o 1 SECTION: CLW DWLS SECTION: CONC PADS DMLS e e R 1 3 3F A5 e8' 37&38 I Cross Ref.: TC2 ' SECTION: CONC PADS 5' -0'x5' -0'z1'-0' SECTION: CLMN OWLS F5610 TC1 140-10 F40-10 F40.10 4 Cross Ref.: F60-10 TIES 2. 7 '3 - 3FA7 II 6'-0'x6'-O'zt'-0' I 12 5 5-06 6 EA.WAY BOTT TIES 7 — Cross Ref.: F76-13 W48' F7F13 F76-13 I O I' F7813 TIFTG I I 1 1 I I I I I I I 1 4 I i i I I I I I I LIN 445340280 ® I -F90.1fi BW Btk 2-0fi BOT! 4B° -"F90-76 GONTIENGR; I BOTT LAP W/ I L F60-10 t1 I i l TC1 i I I W61G 613 ____ I I I C8 2xO41 SFAZ PLEASE ADVISE ON REINFORCEh1=NT I FOR F9fi.16 GONGRETE PADS.THESE I 1 ARE NOT IN SCHEDULE IN STRUCTIIRAI DRAWINGS. I I __ ____ ___________ I I 7) E7 FAV/AY BOI BARS I I iC2 I I TC1 TCt T 7 i i i LVV 54512-0S BOTT -ALN 5451206 BOTTWF40. I IwlaoloG— i 5 45#43-0590TTQ2J_ _ _ __ SVV 54411-06 B07@24° I r i I I____ L_____ I____I_____ 113x LL___J__L_____1__L_____L__I______L_J______I__1_____J__L BOTT LAP W/ 4_________ L_= F5610 F5619 F5610 F40-10 yF1 0-10 3#53600 F66,0 dRuns 2z 7 6 12-10 T&B 4 Runs, Up206(BOTTt 2x 146 5-06 PICAS[ VCPII V UANTITY " Lap 2-06 BGTfIl I 545 25-10 BCT? SVV 1244 3-06 3017@24' 245 5.03 LW 44512-10 BOT! Sw 344 2-06 BOTTIQ. CB 2x445 5FA2 j-5 Runs, Lap 2-05(BOTO Epm tun consistmR at 1#5 40-00 1#5 603TRANSV 75#4 3-0fi$OTT@24' OWLS 43446 6FA8 @24' L41-RANS. E VERIFYQUANTITY: Each mn conSm'YOF. Eau mn wnslsbng of 0 (4) 45 DOT BARS WI 2#540,00 Wt-30-100m540.00NOTFs, 4s 2a G6 n TRANS. c> na"ocMn.xos,sG6 £+, 4a"O.C, MAX. PON TO IST ELEV. SLAB: FILLCELL SPACING""+EVERT. BAR[[24"O.C: MAX. TRANSV 26#4206 BOTT@48' TRANSV 24#42-06 BOTT@CB' 1ST TO 2ND ELEV SLAB FILLCELL SPACING #S VERT. BAR Ca 24'O.G. MAX. CB 2.4#5 5FA2 ,. CB 2ANS 5FA2 2NDELEV SLAB TO TIVAALL#5 VERT. BAR (a), WO.C. MAX. 0 REVIEWED RP'ASF & RESURWT RE;ECTED BY: JTE _ Od e:.,:2019 _ OLIGNCOnCEPT'IOFTHFPRONCT IS OIPt nFOaer hcNPa RMS xn L ILIT _T.ass ows a [ P.Hc msavolua;lan or . nnc11o;n 51- NOTOCONSTITUTE F1111L v ET4R. Y-, v!TS* pa.v rkv<e R=.vr rvorEo OxrciE rco pxcae;uanu* RMBu - 9-6-18 Ther rei.1.16n9 shop drnairAe are prepared in. aoeardance silh the ACI detailingg manual, the CRSI Won of SLandard PnMice, and the contract documents. The eontroel drerings and epecifintiam arc the primer! documents. and are to be used together nth the rebar shop drorogs lar the actual placemenl of the reinl—mg ben. NOTICE Shorlagn. improper fabrication wcleima for any other —omustbereportNtothiscompanyandthePampa,! rexran the right to field insppeecct pprior to rtplacement or reroa humping of nonconforming maleriat, end rill col hdnor charge for ark done in the [laid silh.pt epeeifie aulh.,ia lion from this company. PLAN LOCATION: FOUNDATION LABEL RO PL OTT SIZE LENGTH BARMARs PLACING NOTES LABEL. RO 'PL OTT SIZE LENGTH BARMARk PLACING NOTES 6 — Cross Ref.: ict 6 Cross Ref.: E40-10 SECTION: CLW DWLS SECTION: CONC PADS DMLS B 6 6F A4 B 5 3-06 TIES 1 3 3F A5 e8' 37&38 I Cross Ref.: TC2 ' SECTION: CONC PADS 5' -0'x5' -0'z1'-0' SECTION: CLMN OWLS 10 5 4-06 OWLS B 5 5FA6 4 Cross Ref.: F60-10 TIES 2. 7 '3 - 3FA7 WB' PLAN LOCATION: FOUNDATION LABEL. RO 'PL OTT SIZE LENGTH BARMARk PLACING NOTES 6 Cross Ref.: E40-10 SECTION: CONC PADS 4' -0'x4' -0'x1'-0' LN B 5 3-06 4 EA.WAY BOTT LA A — Cross Ref.: F50-10 37&38 TIES SECTION: CONC PADS 5' -0'x5' -0'z1'-0' 10 5 4-06 5 EA.WAY BOTT 4 Cross Ref.: F60-10 IN SECTION: CONC PADS 6'-0'x6'-O'zt'-0' I'' 12 5 5-06 6 EA.WAY BOTT TIES 7 — Cross Ref.: F76-13 W48' SECTION: CONC PADS 7' -6'z7' -6'z1'-3' 14 6 7-00 7 EA.MAT BUTT LN 1 — Cross Ref.: F2 BOTT LAP W/ LW SECTION: CONC PADS BO IT LA 2x 7 618 -OB TAB SA 2z 20 6 5-06 T&8W12' TND$ 0 4 4FA3 M8' MAX. 113x I Cross Ref,: 11A BOTT LAP W/ LN SECTION: CWC PADS BOiT LN 2z 7 6 12-10 T&B SW 2x 146 5-06 T&Be12- TND$ 6 4 4FA3 e48MAX. PLAN LOCATION: FOUNDATION LABEL RO PL OTT SIZE LENGTH BARMARX PLACING NOTES 1 — Cross Ref.: THNS30-10B-I SECTION: CONT FTNGS LN 3z 6 5 40-00 3T&38 -LAP N/ LA 6 5 14-00 37&38 TIES 32 3 3FA7 e4B' t — Cross Ref.: THNS30-10B-2 SECTION: CONT FTNGS IN 3z 6 5 40-00 3T&30.1 -AP N/ I'' 5 3B-06 3T&3B TIES 38 3 3FA7 W48' 12— Cross Ref.: THNS30-IOA-1 SECTION: CONT FTNGS LN 3x 3 5 40-00 BOTT LAP W/ LW 3 5 38-06 BO IT TRANSY 38 4 2-06 BOTTW48' 2 Cross Ref,: THNS30-IOA-2 SECTION: CONT FTNGS 113x 3 5 40-00 BOTT LAP W/ LN 3 5 t8-06 BOiT TRANSY 33 4 2-06 BOTTe40' 2 Cross Ref,: THNS30-10A-3 SECTION: CONT FTNGS LN 2, 3 5 40-00 BOTT LAP N/ LA_ 3 5 15-06 BOii TRANSV 24 4.2-06 BOTTW46- 2 — Cross Ref.: THNS30-IOA-4 SECTION: CONT FTNGS LA 3z 3 5 40-00 BOTT LAP W/ LA 3 5 4-09 BOTT TRANSY 29 4 2-06 BOTTW48° 1 Cross Ref.: THNS30-IOA-5 SECTION: CONT FTNGS LA 2z 3 5 40-00 EDIT LAP W/ LW 3 S 18-00 BOTT TRANSY 23 4 2-06 BOTTe48' APPROVAL CITY OF Ilk FORD L Building & Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT_ Application No.: C Documented Construction Value: $ 4- Job Address: 1451 Rinehart Road, Sanford 32771 Historic District: YeSFINovi Parcel 1D. 32-19-30-501-0000-0010 ResidentialF Commercial Type of Work: Newt Addition[] Alteration RepairF] Demo F]Change of Usen Move Description of Work: Self Storage Facility Plan Review Contact Person: "George Murray Title: Sr. Vice President Phone, 407-463 4785. Fax: Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates-'LLCPhone: 407-463-4785 Street: 1190 Business Center Drive Suite, 2000 Resident of'property? City, State Zip: Lake Mary, FL 32746. Contractor Information Name John T. E n slow rCcta Phone: 407-463-4785 Street: 1190 Business 6enter Drive Suite, 2000 Fax: City, State Zip- Lake Mary, FL, 32746CGCOO 1553StateLicenseNo.: Architect/Engineer Information Name: Robert Beattie- RBE Consulting Services, LLC- Phone: 407-796-3820 Street: 2875 Split Oak Court," 'Fax: City, St, Zip: Oviedo, FL, 32766 Bonding Company: Address: E-mail: rbecsllc@gmaii.com' Mortgage Lender: Mutual of Omaha Bank, ISAOA Address: P.O. Box 60125 Phoenix, AZ 85082-0215, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 1 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: 6rh Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application .' I 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 c struction and zoning. Xowle nature of Owner/Agen Date Signat of Contractor/Agent Date W nt's N Prin ractor/Age Name $ tateofFlorida to CARLY S. ERVIN / Notary Public - State of Florida My Comm. Expires Oct 17, 2018 Commission # FF 134853 CARLY S. ERVIN 1 Notary Public - State of Florida My Comm. Expires Oct 17, 2018 Commission # FF 134853 caner Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps_ Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 7:I2-I UTILITIES:,/I(/ WASTE WATER: ENGINEERING: p z L-7, . I Z"l'lb FIRE: BUILDING: COMMIti - -- Ok to construct self -storage facility as shown on plan per approvals and conditions of e Development Order 18-08. Revised: January 1, 2018 Permit Application CITY OF Building & Fire Prevention DivisionSkNFOPERMITAPPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: $ 4;$A8 80 32,- o S S C-50 1451 Rinehart Road, Sanford,FL 32771JobAddress: Historic District: Yes R No FV] Parcel ID: 32-19-30-501-0000-0010 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move[] Description of Work: Self Storage Facility Plan Review Contact Person: George.Murray Phone: 407-463-4785 Fax: Title: Sr. Vice President Email: gmurray@Flagshipcg.com Property Owner Information Name Rinehart SS Associates, LLC Phone: 407-463-4785 Street:.1190 Business Center Drive Suite 2000 City, State Zip: Lake Mary, FL 32746 Resident of property? Contractor Information Name John T. Enslow Phone: 407_-463-4785 Street: 1190 Business denter Drive Suite 2000 Fax: City, State Zip: Lake Mary, FL, 32746 State License No.: CGCO01553 Architect/Engineer Information Name: Robert Beattie- RBE Consulting Services, LLC Phone: 407-796-3820 Street: 2875 Split Oak Court City, St, Zip: Oviedo, FL, 32766 Bonding Company: Address: _ Fax: E-mail rbecsllc@gmail.com Mortgage. Lender: Mutual of Omaha Bank, ISAOA Address: P.O: Box 60125 Phoenix, AZ 85082-0215 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 obtaiwa 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: 6°i Edition (2017) Florida Building Code Revised: January 1, 2018 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. Owner/Agent is Produced ID Personally Known to Me or Type of ID gSignatof Contractor/Agent Date Prinl)entractor/Ageal Name 1 CARLY S. ERVIN f Notary Public - State of Florida My Comm. Expires Oct 17, 2018 Commission # FF 134853 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 Construction Type: Occupancy Use: 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: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application CITY OF SANFORD P.O. Box 1788 Sanford, FL. 32772-1788 Project Name: ,Self Sfomge, Permit#: Owner/Contact Person: Date: Address: IY-SI 7:nwhgt, ' V. Phone: Type of Development: RESIDENTIAL NON-RESIDENTIAL LOCATION Total Bldg /units Other $ . ,, 8 Single Family Multi Commercial Industrial City ResidentOCountyFamily Type of Utilities: WATER Ind. METER: Master 8314" gLOO Tap 100 8T' 600 81.5" 800 82" 975 Tap 100 Tap 150 Tap 636 Meter Supplied by Contractor SEWER F__14ft depth F__14.5 - 6ft depth [_]6.5 -10ft depth r-1>10ft depth 8 By Contractor TAPS: 1 000 1 600 3 500 at cost Existing Tap RECLAIM METER: Water Meter $ • Sewer Tap $ Ind. 314" 400 Master []Tap 100 600Tap, 100 5" 800Tap, 950 1^ 1 975 ElTap JE36 Meter Tap : Other $ . ,, Meter Supplied by Contractor COMMENTS: WATER-SYSTEM-IMP-ACTFEES—(Equivalent Residential-Connection_(ERC) — 300_gallons_per_day_(GPD)_,l RESIDENTIAL 1343.0.0 /unit Single or Multi -Family Structure with Three (3) or more bedrooms (300GPD) 1,007.26 /unit Mobile Home or Multi Family Structure with LESS THAN Three (3) bedrooms Estimated usage for such family units on average requires only 2250PD of water and sewer services. COMMERCIAL 1,343.00/ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One. ERU will be'assessed for connection & up to twenty (20) Fixture units: Projects with greater than twenty (20) Fixture Units shall be assessed in quarter fractions (0.25) based on the first ERU. Example: Twenty-five (25) fixture units will be rated as 1.25 ERU: twenty --six (26) fixture units will be rated 1.5 ERU. SEWER SYSTEM IMPACT FEES (Equivalent Residential Connection - 270 gallons per day (GPD) RESIDENTIAL 3,026.00 /unit Single or Multi -Family. Structure with Three (3) or more bedrooms (300GPD) 2,268.76 /unit Mobile Home or Multi Family Structure with LESS THAN Three (3) bedrooms This is based on judgment/assumption, that such family units on average require 75% of water and sewer service of an average single family unit. COMMERCIAL- Industrial - Institutional 3 025.00 /ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One ERU will be assessed for connection & up to twenty (20) Fixture units. Projects with greater than twenty (20) Fixture Units shall be assessed in quarter fractions (0.25) based on the first ERU. Example. Twenty-five (25) fixture units will be rated as 1.25 ERU: twenty-six (26) fixture units will be rated 1.5 ERU. Water Impact Fees $ I $d . Water Meter $ • Sewer Tap $ Reclm Meter Sewer Impact Fees $ / 23 Meter Tap $ Street Cut $ Meter Tap : Other $ . ,, Road Bore ' $ Road Bore Signature Utility Director or Engineer Date' Impact Fees Effective: Oct. % 2008 CITY OF SANFORD- P.O. Box 1788 Sanford, FL. 32772-1788 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS ' FIXTURE TYPE • Automatic clothes washers, commercial (a) DRAINAGE FIXTURE, UNIT VALUE AS LOAD 3 w MINIMUM SIZE OF TRAP. (inches) 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 n/a Bathtub (with or without overhead shower or whirlpool attachments) (b) 2 11/2 Bidet 2 11/4 Combination sink and tray 2 11/2 Dental Lavatory 1 1114 Dental unit of cuspidor 1 11/4 Dishwashing machine, domestic,(c) 2 11/2 Drinking fountain 11 1/2 11/4 Emergency floor drain 0 2 Standard Floor drains (a) Kitchen sink, domestic.(a) 1 2 2 Footnote (a) 1112 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 1 1/2 Laundry tray (1 or 2 compartments) 1, 1114 Shower compartment, domestic 2 2 Sink (a) - 2 11/2 Urinal Urinal, 1 gallon per flush or less Wash sink (circular or multiple) each set of faucets 4 2e 2 Footnote (d) Footnote (d) 1112 Water closet, flush -o -meter tank, public or private Water closet, private installation 1 Water closet, public installation t 4c 4 6 Footnote (d) Footnote (d) Footnote (d) for s!: 1 inch =25.4 mm, I gallon =3.785L a) For traps larger than 2 inches, floor sinks and trench type drains use Table 709.2: (Add one fixture unit value (per trap size) for every 10ft of trench drain) b) A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. c) See section 709.2 through 709A for methods of computing unit value of fixtures not listed in Table 709.1 or for rating ofdevicesintermittentflows. d) Trap size will be consistent with the fixture outlet size. e) For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE DRAINAGE FIXTURE UNIT 1114 1 1 1/2 2 2_ 3 21/2 . 4 3 (ns 6 4 6 COMMERCIAL — INDUSTRIAL — INSTITUTIONAL FEE CALC1jQ : 1 Total ERU(s) : Total F.U. 2 7 divide by 20 = U(s) Water Impact Fee: 1343 x ERU(s) = $ Z Sewer Impact Fee: 3026 x ERU(s) = s 4. 35 Impact Fees Effective: - Oci.1. 2008 11Anfnr Va.o Fff—i*-• A -A.1 d gnno D...... o ..o o INSPECTION SEQUENCE BP# 18-2505 ADDRESS: 1451 Rinehart Road BUILDING PERMIT Min MaxMinMaxInspectionDescription 10 Footer / Setback Footer / Slab Steel BondStemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Electric RoughSheathing — Walls Pre -Power FinalSheathing — Roof 30 Roof Dry In 40 Frame 50 Insulation Rough Firewall Screw Pattern 60 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco /,Siding 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 1000 Final Commercial — Final Commercial - Addition / Alteration Final Commercial — Change of Use> Final Building (Other)' REVISED: June 2014 01 Gfi•y ELECTRICAL PERIVIIT 4 J Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20. Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final ti civ PI UM!BiNG IPER]VI} T k e p d 1 . .a2 N , s Min Max Inspection Description 1-0 Rough Plumb 10 Plumbing Underground 20. Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam /.Chill Water Rough 1000 Plumbing Final r11S £5 „,r it 1VIECIIANICAL PE'IT _ •' 'sP . , r_ u Min Max Ins ection'Descri tion 1-0 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 1000 Mechanical Final RBE Consuiting Services., LL C July 13, 2018 Rabco Enterprises, LLC 1041 Crown Park Circle Winter Garden, FL 34787 Phone: 1-800-989-0220 Fax: 407-877-9065 Su-bject:- Permit -#1-8= 2505 Self -Storage Facility' 1451 Rinehart Road. Sanford, FL Attn: Project Manager for Rabco Enterprises, LLC The following letter is being issued in response to the plan review comments dated 7-12-18 on the above referenced project - Architectural Review — Deficiencies. 1. Submit two sets of product approvals as listed on sheet S -C-1. See attached 8.5 x 11 sheets. Mechanical Review- Deficiencies 1. Sheet M-0.1, M-2. No elevations of HVAV units indicated on plans. Refer to revised Condenser on standing roof deck detail on sheet M0. l 2. Must comply with Table 15 10. 10 Florida Building Code, Building. Refer to revised Condenser on standing roof deck detail on sheet, MO. 1 Plumbing Review - Deficiencies 1. Cannot locate any required / provided plumbing fixture calculations. Refer to New Plumbing Fixture Calculations on sheet P-1./ dcl j.. CJ /t , c7 Sincerely, Robert M. Beattie, PE RBE Consulting Services, LLC JUL 16 RBE Consulting Services, LLC 2875 Split Oak Court — Oviedo, FL 32766-- Phone: 407-796-3820 Fax: 407-796-3671; Web: www.rbecs.com — Page 41 of 1 - E-mail: rbecsllc@gmail. com City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 12, 2018 Project: Self Storage Facility Contact Person: George Murry Job Address: 1451. Rinehart Road Contact Phone Number: Application Number: 18-2505 Contact E-mail: gmurray flagshipcg.com Contact Fax Number: ARCHITECTURAL 1. Submit two sets of product approvals as listed on sheet S -C-1. STRUCTURAL 1. No comments. MECHANICAL 1. Sheet M-0.1, M-2. No elevations of HVAV units indicated on plans. 2. Must comply with Table 15 10. 10 Florida Building Code, Building. PLUMBING 1. Cannot locate any required / provided plumbing fixture calculations. ELECTRICAL 1. No comments. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Revision 7.7 Response to Comments k. JUL 2 4 2018 r E ' BY. _ aspsPermit # Submittal Date Project Address: Contact: Ph Email Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 11ECE1 : 1'S Revision City of Sanford Response to Comments • . Building & Fire Prevention Division JUL16.2018 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ` Submittal Date— Project Address: /c/f i Cf , G 0 1; / 7 7 Contact: GC -C.' 1-<1 Y'2u Ph: yv7 — y_ y 7 S Fax: Email:1 4CjSAi C- Tradesencompassed in revision: Building Ek"Plumbing Electrical echanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: t, U --, c(f 1S P o- d a. fa1cd uL ROUTING: INFORMATION Approvals PROJECT CONSTRUCTION AGREEMENT Cover Schedule — Page 1 EFFECTIVE DATE OF THIS AGREEMENT: May 22, 2018 OWNER'S NAME AND RINEHART SS ASSOCIATES, LLC ADDRESS: 353 North Clark Street, Suite 730 Chicago, IL 60654 Attention: Blue Vista Capital Management, LLC Telephone: (312) 324-6055 Facsimile: (312) 828-0139 SITE: AT WORK ADDRESS PROJECT: RINEHART STORAGE STAGING AREA: AT WORK ADDRESS CONTRACTOR'S NAME FLAGSHIP GENERAL CONTRACTORS, LLC AND ADDRESS: 1190 Business Center Drive, Suite 2000 Lake Mary, FL 32746 Attention: George Murray Facsimile: (407)246-1144 ARCHITECT/ENGINEER/ CONSULTANT'S NAME AND ADDRESS: THE RABCO CORPORATION 1041 Crown Park Circle, Winter Garden, FL 34787 Attention: Buster Owens Telephone: (407) 654-6475 Facsimile: (407) 654-5022 CITY: SANFORD, FL WORK: All labor and materials required to construct the improvements located at 1451 RINEHART ROAD, SANFORD, FL 32771 as shown on Plans and Specifications and/or written description set forth on Schedule 1 to Exhibit A attached hereto. CONTRACT SUM:_ The cost of the Work, as defined in Section 7.03, plus "Contractor's Fee" which is equal to TEN percent (10%) of the cost of the Work; provided, however, that in no event shall the Contract Sum (cost of the Work and Contractor's Fee), exceed the guaranteed maximum price, which is $5,749,000 (herein, the "GMP") and subject to additions and deductions by change orders as provided by the Contract Documents, as defined in Article 1) and all costs and expenses related to the Work incurred by or on behalf of Contractor in excess of the GMP shall be paid by Contractor. Additionally, upon final- completion of the Work at the time of the final payment being made to Contractor, all costs associated with unused allowances and contingencies will be adjusted pursuant to Section 2.01(c)(ii). BOND: Contractor's obligations under this Agreement ill w not requ ! performance bonds as set forth in Section 2.13 herein, unless otherwise required +j by project lender or Owner (in the event of subcontracts exceeding $500,000 in value). CS -1 US -1 30218518v2 320812-00088 Revision. City of Sanford' r Response to Comments OCT 0`9 2018 a Fi' . Building kFire Prevention Division 8.5150 Fax:"407.688.5152 I ilding@sanfordfl.gov Permit Submittal 'Ce,0 Project Address: L Rt iV 6 "6-,&e2-4 (C Contact: c;> H A-) X15 !ate Ph: _ L ` . ( z Fax: C`/ Z S Email: E. 51, Trades encompassed in revision: General description of revision: Buildingv A Plumbing i A, X Electrical El Mechanical Life Safety s Waste Water ROUTING INFORMATION Department Approvals Utilities " Waste Water El Planning p Engineering 3 r Fire Prevention Building B Nkk 1fdMNrjVRTiVZ METRL. MULDINO SkJST=_,_11s 1041 Crown Park Circle Winter Garden, FL 34787 4071877-0220 C\1 x in TC I ffy_ yD LO TC Z N. AA A. I U 3, C A. I Ln c I _ _ __,jtLn D in i r t. C%j JOB NAME ru)e hl)o 4 -f JOB NO, le) 7S PAGE OF_2 VERIFIED BY DATE d SCALE r x 1NN0VRTfVE METRL BUiLMNO SEJ- STEMIS 1041 Crown Park Circle Winter Garden, FL 34787 4071877-0220 JOB NAMEi`' ( JOB NO, PAGE OF i y VERIFIED 8YDATE SCALE 0 a and es of and I on 1 UN N G3 V R 7 i V ME nFETIFIL. MULMINOM MWST77-j-M7 1041 Crown Park Circle Winter Garden, FL 34787 4071/ 877-0220 C\j TC2 I' \ I I \ I I I TC I TC I \— TCI 11-411/ 10, 21 121 101-0 1 G-211 10, 10'-210 2 02 JOB NAME i 1 Y -u) -c JOB NO. le2 -?S" PAGE OF VERIFIED BY ro DATE SCALE C\j TC2 I' \ I I \ I I I TC I TC I \— TCI 11-411/ 10, 21 121 101-0 1 G-211 10, 10'-210 2 x X. I I TCI 10 y q— in Y. I TC I Z 7f3253 D, 4A 27-3 AAD cm A. I 5a 11 B -C cc TC I C-G-G--4 Dal) co 77 in I C\j TC2 I' \ I I \ I I I TC I TC I \— TCI 11-411/ 10, 21 121 101-0 1 G-211 10, 10'-210 2 1041 Crown Park Circle j Winter Garden, FL 34787 407 1877-0220 JOB NAME r`r JOB NO. 'i.-1% S PAGE Z OF Z y VERIFIED BY DATE SCALE id of d n INNOWRTiVE METRL QUiL—t. iNG 5'JSTEMS 1041 Crown Park Circle j Winter Garden, FL 34787 407 1877-0220 JOB NAME r`r JOB NO. 'i.-1% S PAGE Z OF Z y VERIFIED BY DATE SCALE id of d n FNNrjVRTiVZ- METSL. MULDINO-01 O&STSfilO 1041 Crown Park Circte Winter Garden, FL 34787 407 877-0220 inx X. I Tc 1 9-3" Y Lan) Cn TC I Z Z' I i CD JOB NAME ru Y -c JOB NO. le ? S" - PAGE OF VERIFIED BY ro DATE I d SCALE 1or. Y r JOB NAME 'J f JOB NO. '. PAGE - OF iivivhovATivs= meTRL C3LliLMitVG B TEli1 VERIFIED BY Y DATE SCALE 7047 Crown Paris Circle j Winter Garden, FL 34787 4071877-0220 and es of and I on a,' I d IOV 61'gq -;(- S ooco z5os CITY OF OCT 3 1 2018 PERMIT APPLICATIONANPDRD'0 BUILDING DIVISION Application No: Documented Cons ruction Value: $ Job Address; / 7 y Historic District: Yes NoW Parcel ID: r GL . -?iYll%11 -- L DO 04;3 5e, Residential Commercial Type of Work: New [ Addition Alt//eratio.n Repair Demo Change of Use MJJove Description of Work:¢_v T /035 Q ri'er i>tic 5 15zerrr os%a min es y d, /©Y r f e Man view Contact Person: lie- Azo y `h #zs/ Title: Phone: 440 tf - 73/S Fax: Email: /YlliCie GL/ fd t ro/rrn//YI sE, rle Name 11,,7/ 1 Property Owner Information 7Gti! ° JS ffi/`S4G/ 5 Phone: Street:h 5 (® Ph > / 4L a' 2,fo6 Resident of property?: City, State Zip: iJ/Zontractor Information Name ne; 1!r 7 //T Stree . 4 City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: 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. PBG 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code NOTICL In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may he 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 pennit 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 IGC 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 tees 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. 2 Jar l M ri X/ A 1 — —, 71C' Signature of Owner/Agent Date Signature of Contractor/Agen Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 Print Contractor/Agent's Name % r9•,4gpaturcn it y Jorida Date f,. s- Z- -01k MY COMMISSION k FF 192067 z EXPIRES: January 31, 2019 Banded Thru Budget Notary Servkes Contractor/Agent is ersonally 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: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: FLAGSHIP GENERAL CONTRACTOR, LLC MASTER SUBCONTRACTOR CONTRACT Subcontractor: Air Control Heating & Air Conditioning, Inc. Subcontractor Licensc #: i Job Name: Rinehart Storage project Job Address: 1451 Rinehart Read., Sanford, FL. 31,771 Date: 7/ 13./201. £3 THIS MASTER SUBCONTRACTOR CONTRACT (hereinafter the `Subcontract") as entered into by FLAGSHIP GENERAL. CONTRACTOR, LLC (Contractor/Representative) and Air Control Heating & Air Conditioning, Inc. (here in after the "Subcontractor"). ContractorlRepresentative and Subcontractor AGREE AS SET FORTH BELOW: Section 1 DESCRIPTION UP WORK; Subcontractor agrees to famish all labor, material, equipment, and services, and to perform all work necessary to fully perfom-t and complete the part or parts of the work described in this paragraph (hereinafter the "Work") in accordance with the Plans listed below and addendum A incorporated herein to the satisfaction of Contractor/Representative. The Subcontractor shalt furnish all rigging, hoisting equipment, operators, scaffolding, staging, temporary protection, small tools, and any other labor, material, or equipment necessary to fully complete and perform the 'Work. The Subcontractor shall furnish all layout, engineering, and products and systems testing and certifying as are required and specified to fully complete and perform the Work of this Subcontract. For the purposes of this Subcontract, the Work shall consist of: Enter Scope; PER PLANS & SPECS per Rabco job 920.35 l Include all required materials as needed to complete scope. Properly man project to meet scheduling requirements. This includes addendum "A" attached. (Page 1) This includes addendum "13"— Insurance Requirements + Examples (Page 1-3) The Work shall occur as set forth above and in a sequence designated by Con tractorlRepresentative. Any Change Orders issued and executed will become part of the Master Subcontractor and shall become a material part of this Contract and subject to all of the terms and conditions contained therein. Section 2. SUBCONTRACT CONS fDERA` ION: The sum to be paid by Contractor/Representative to the Subcontractor for the Work covered by this Subcontract sha11 be as follows; Page 1 of 9 Initial Initial f j A. Two Hundred Nineteen Thousand Five Hundred Fifty -One Dollars and Zero Cents (S21.9, il.00) in current funds (the "Subcontract Consideration"), subject to additions or deductions as provided by this Subcontract. The Subcontract Consideration includes the cost of Subcontractor's payment of and for all, fees, inspection costs, municipal, state, county, and federal taxes imposed by law, whether or not based upon labor performed, materials furnished, or services rendered. This includes, but is not limited to, sales taxes, use taxes levied or assessed against Subcontractor arising out of; (a) the acquisition of materials or equipment by the Subcontractor or of its sub -subcontractors for installing in the Work, and (b) the furnishing of labor and/or services in connection with the Work. Where the law requires any tax will not exceed the Subcontract Consideration. B. Sc hudille of Vyuric for V.Ivwei t. The subcontract consideration defined above shall be paid in accordance with the schedule set forth by Contractor/Representative and the terms of the Subcontract. Subcontractor shall be entitled to make written application for a progress payment each month using the AIA G702 Application for P;.-.c:,.ent andG703 Continuation Sheet. All progress invoices must be received in our office (1190 Business Center Drive, Ste. 2000, Lake Mary, FL. 32746) no later than the 25th of each month reflecting work completed through the end of said month. Payment will be available of said invoice by the 15th of the following month with a 10% retainage. For any work not completed per the invoicing for said month monies for that portion of work not completed will be withheld until completed. Section 3 INCORPORATION OF MASTER CONTRACT: Subcontractor has entered into a Master Subcontractor Contract (hereinafter the "Subcontract") with Contractor/Representative. Subcontractor has read and is familiar with the Master Contract. The Subcontractor agrees that this Contract and any Change Orders issued there under constitute a material part of the Master Contract subject to the terms and conditions contained in the Master Contract. The Master Contract and any Change Orders including plans, drawings, specifications, general conditions, supplementary conditions, schedules, provisions, and addenda shall be collectively referred to herein as the "Contract Documents". The Subcontractor agrees to be bound to the Contractor/Representative by the terms of the Contract Documents so far as they relate to the Work undertaken herein by Subcontractor, and agrees to assume toward the Contractor/Representative all the obligations and responsibility set forth in the Contract Documents. Section 4. CONTRACT TIMUTIME OF COMPLETION: The Subcontractor shall begin Work by verbal or written communication by the Contractor/Representative. Subcontractor shall carry on the Work at a speed that will not cause delay in the Contractor's Work or any work of any other Subcontractor. The Subcontractor shall complete the Work in accordance with the schedule produced by the Contractor. The Subcontractor sball achieve final completion of its work in accordance with the Contractor's schedule (the Subcontractor Time"). The Subcontractor shall cooperate with the Contractor/Representative in scheduling and performing the Work to avoid conflict, delay in or interference with the work of the Contractor/Representative and any other subcontractors Section 5, FINAL, PAYMENT: The final payment due under any Work Orders shall be made after completion of the Work on that Work Order and acceptance of that Work by the Contractor/Representative and the Architect provided that the Subcontractor has given to Page 2 of 9 Initial _ Initial the Contractor/Representative satisfactory evidence that the premises are tree from all liens and any other claims chargeable to the Subcontractor or associated with the Work, and all condition, precedent to payment in this Subcontract have been met by the Subcontractor or have otherwise occurred_. Finally, prior to final paynent, the Subcontractor will execute and deliver to CuntractorrRepresentative a General Release hereto holding Owner/Contractor harrnless from all claims arising out of this Subcontract. Section 6. PAYMENTS WITMIELD: If at any time there is any evidence or any reasonable indication of any lien, Claim, or potential claim for which Owner/Contractor/Contractor rep might become liable, and which is chargeable to the Subcontractor, Owner/(contractor/Contractor rep shall have the right: (a) to retain out of any payment then due or which later becomes due fin audition to any retainage already withheld), an amount sufficient to completely indemnify Contractor For any loss or damage, including legal fees and disbursements, which either may sustain in discharging such lien or claim or, (b) Owner!Contractor/Rep may elect to withhold all further payments until a release or waiver is furnished. In addition to the rights set forth herein, Subcontractor acknowledges and agrees that Chvner/Contractor/rcp shall be also entitled to withhold payments due and owing under any Work Orders issued under this Purchase Order even if the Work larder is unrelated to the alleged lien, Claim.. or potential claire. If any clairn is asserted after all payments are made, the Subcontractor will refund all monies t`tat the JwnerlContractor/ rep may pay in discharging such lien or claim and all expenses incurred in connection therewith. Section 7. TERMINATION OF SUBCONTRACT,. Contractor/Representative shall have the right at any time to cancel this Contract and require the Subcontractor to cease Work, in which case Contractor/Representative will pay the Subcontractor for all work properly performed up to the time of said cancellation, along with 10% for profit and overhead; except that the Subcontractor will not be entitled to prospective profits ort Work unperformed, material unfurnished, or both. Section S. PAYMENTS NOT :ACCEPTANCE: No payment trade under this Subcontract shall be conclusive evidence of the proper performance of or compliance with the Subcontract, either wholly or in part, and no payment, including, final payment, shall be construed to be an acceptance of defective Work or improper materials. nor shall entrance or use of the Project, or any portion thereof, constitute acceptance of the Work, or any part of it. Section 9. DINIENSICINS: The dimensions in the plans, the specifications, and the other Contract Iaocurnents are approximate only and the Subcontractor shall take Such measurements as shall ensure the proper matching and fitting of the Work covered by the Subcontractor Purchase Order and the contiguous work. Section to. PERFORMANCE OF WORK: Subcontractor shall furnish all supervision, materials, supplies, and equipment, except as otherwise provided in this agreement, and perforin all labor required for the completion of the work M accordance with all provisions of the Master Contract and of the specifications, plans, and addenda referred to in it, all of which are made a part of this agreement, and to the satisfaction of ContractoriRepresentative. One set of plans and specifications will be furnished subcontractor without cost. additional sets may be procured at rates established by Contractor/Representative, to be available at Contractor/Representative's office as set forth in this Contract. Page 3 of 9 Initial -6 Initial ek Section 1 1 SHOP DRAWINGS: Subcontractor shall proceed at once, if applicable, to prepare shop drawings and other required data and to furnish same for approval to the Contractor/Representative prior to fabrication of any item to be furnished under this Subcontract. Shop drawings shall be promptly furnished and completed to ensure scheduled delivery of any equipment or materials so as not to delay the Work, rive copies of all shop drawings shall be submitted to the Contractor/Representative, plus the number of copies desired by the Subcontractor. Section 12. CONTIGUOUS WORE::If the proper and accurate performanec of the Work included in this Subcontract depends upon the proper and accurate performance of other work not included in this Subcontract, the Subcontractor shall use all necessary means to discover any defects in the other work and shall report any defects in writing to the Contractor/Representative before proceeding with the Work. Section 13 cHANGEs, EXTRA WORK, AND DISPUTES: A. Change Orders Additions and Reductions: No alterations will be made in the Work except upon the written change order of the Contractor/Representative, and when so ordered the value of the Work to be added or omitted shall be stated in that change order, and the amount added to or deducted from the consideration. B. C liarltaes in Original Conl[ ACI.: Subcontractor shall be Mound by any changes or alterations made by Contractor/Representative to the Master Contract specifications or plans, or in the amount or character of the work or any part of it, to the same extent that Contractor/Representative is bound. C. Claims for Extra Work. With respect to any extra work ordered by Contractor/Representative for its own convenience and not related to a change, changed condition, or extra work under the Master Contract, subcontractor shall make no claim unless the same shall have been fully agreed upon in writing by C'outractor;'R.epresentative prior to the performance of the extra work. That agreement shall set Porth the extra work to be done, the compensation For it, and any extension of time necessarily occasioned by it. Contractor/Representative may order extra work without invalidating the Contractor/Representative Documents_ if the parties cannot agree upon the compensation or time extensions, subcontractor shall nevertheless proceed with the extra work and the question of entitlement or amount of compensation and/or extensions of time shall be submitted to arbitration under the laws of the State of Florida relating to arbitration. D. Unit Price: If the Subcontractor contract and is based upon a unit price, any quantities and amounts mentioned are approximate only and may increase or decrease at the same unit price unless the Contract Documents warrants or guarantees the quantities and amounts. Section 14. INTERPRETATION OF PLANS AND SPECIFICATIONS: The Work included in the Contract Documents is to be done under the direction and to the satisfaction• of the Architect and the Con, tractor/Rcpresentative and the decision of the Architect and the Contractor/Representative as to the true construction and meaning of the plans, the specifications, and the Contract Documents shall be final. Contractor/Representative reserves the right to make changes, additions and/or omissions in the Work, upon written order to the Subcontractor, regardless of whether the Work or any part thereof has or has not been completed. No such changes, however, shall be made in the Work, except upon the written order of the Contractor/Representative. Page 4 of Initial 10 Initial"' Section 15. JOBSITV SAFETY REQUIREMENT: The Subcontractor acknowledges that it has read and understands the compliance guidelines, as set forth below: A. Each Subcontractor performing work in a Contractor site/facility agrees to strictly observe all state and U.S. Occupationat Safety and Health Administration (OSHA) safety requirements. However, to the extent that any safety rules or guidelines of the Contractor exceed OSHA, state, or local safety regulations and requirements, rhe Contractor's requirements shall be complied with by Subcontractor. Contractor's safety requirements are in addition to and not in preemption of any federal, state or local statutes, regulations. L3, It is the responsibility of the Subcontractor to initiate and maintain safety training and complia.trce programs that meet or exceed OSHA Standards and all applicable Federal, State, and Local Safety Health and Environmental regulations. C. Every Subcontractor must supply a copy of the written safety programs, training records, and supporting documentation for their company when requested by C.oniraetOTS management. D. Every Subcontractor, at any tier and down, of the Subcontractor, listed above in this contract, shall be approved by the Contractor, listed above in this contract. E. Subcontractors shall be responsible for reporting any incident involving personal injury, equipment damage, or property damage immediately to the Contractors managernert. An incident report needs to be forwarded to Contractor within 48 hours. F. Each Subcontractor shall provide evidence of active insurance coverage as required by the guidelines set forth in the subcontractor contract. A copy of the insurance certificate must be on File with the Contractor in which work is being conducted. G. During all phases of the performance of this Agreement, Subcontractor shalt perf'on¶ appropriate clean-up services to keep its work area, and the premises and surrounding area, free from the accumulation of waste and trash materials caused by Work Site operations, and shall leave the premises in a reasonably clean, swept or raked condition. If Subcontractor fails to adequately comply with said clean-up obligations, Contractor may perform the required clean-up by whatever method the Contractor may deem expedient and may back charge the Subcontractor for the reasonable costs of such clean-up. However, Subcontractor is riot required to perform clean-up of, nor shall Subcontractor be held responsible for, unclean conditions caused by other persons or entities performing ort the Work Site. 11. Atl Subcontractor employees must wear appropriate personal protective equipment PPE), as required by federal regulations, including any additional personal protective equipment as required by Contractor. t. Subcontractor is responsible in accordance with the Federal Hazard Communication Standard to maintain a chemical inventory List and copy of Material Safety Data Sheets Page 5 01,9 Initial tnitiall 1 SDS) or Safety Data Sheets (SDS) foreaeh chemical on Contractors property, These must be readily available to Contractor and other exposed persons_ J. For demolition or installation wort: involving welding, cutting, burning, grinding and/or other spark producing operations, the Subcontractor will be responsible for notifying Contractors management and complying with federal hot work regulations. K. The use, possession, distribution, or sale of any controlled substance or alcoholic beverage is prohibited on Contractors property. L. The use of tobacco products shall be in accordance with Contractors smoking policy. N1. Firearms, firecrackers, explosive devices, or any other form of weapon is prohibited on Contractors property. N. Subcontractor in violation of this agreement will be issued a Job Site Safety Violation see attachment). Subcontractor with three violations, a serious (where there is substantial probability that death or serious physical harm could result and that the Subcontractor knew, or should have known), a willful (the Subcontractor knowingly commits or commits with plain indifference to the law, and/or repeat violation will be removed from site until abatement of the hazard has been removed. O. Contractor will notify' Subcontractor of violation in writing and delivered personally, by the United States Postal Service certified or registered mail, postage prepaid, return receipt requested, by a recognized overnight delivery service, or by electronic mail. The date that notice shall be deemed to have been made shall be the date of delivery, when delivered personally; on written verification of receipt if delivered by overnight delivery; or the date set forth on the return receipt if sent by certified, registered, or electronic mail. Subcontractor further acknowledges that these statements are global, and safety rules and regulations presented are minimum guidelines that must be followed. Section 16. LIQUIDATED DAMAGES: 'l'he Subcontractor acknowledges that it has read and is completely familiar with all of the terms and provisions of this Subcontract. Subcontractor acknowledges that time is of the essence in the perYorrnance of its Work under this Contract. Provided that delays are caused by Subcontractor and not outside forces (City, County, Engineer etc.) the Subcontractor expressly agrees to indemnify, defend and hold harmless the Owner/Contractor against all damages suffered by Owner/Contractor/Rep because of delays in completion of the Project. Attorney's fees will be paid by the Non - Prevailing Party. Since schedule is not available Subcontractor reserves the right to make adiustment to the schedule when it is provided. Section 17, MUE-PLACE OF PAYV[ENT: Anything in this Subcontract to the contrary notwithstanding, Contractor/Representative may require that the Subcontractor accept all payments at the Owner/ Contractor's rep office in Orlando, Florida. The venue for all actions brought on or related to this Subcontract shall be exclusively in Orange County, Florida and no action may be brought on this Subcontract in arty court except in a court of Page 6 of 9 initial I -P Initial T,-- competent jurisdiction located in Orange County, Florida, regardless of whether any related action, including but not limited to a mechanic's lien action, may be properly brought in any other county and a suit on this Subcontract may not be joined with any such related action unless the related action is also brought in Orange County, Florida. The Subcontractor expressly waives any right to trial by jury and agrees all actions involving or between the Contractor/Representative and Subcontractor, whether in tort or in contract, will be tried non -jury at the option of the Contractor/Representative. Section 18. INSURANCE: The Subcontractor shall purchase and maintain insurance of the following types of coverage and limits of liability as will protect the Subcontractor from claims that may arise out of, or result from, the Subcontractor's operations and completed operations under the Contract: Worker's Compensation Statutory Limits Automotive Liability Coverage $1,000,000 Combined Single Limit General Commercial Liability $1,000,000 Dec urren cc/S2,000,000 aggregate Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from the date of commencement after final payment to the Subcontractor, and, with respect to the Subcontractor's completed operations coverage, until the expiration of the periods for correction of work or for such other period for maintenance of completed operations coverage as specified in the Contract. Certificates of insurance acceptable to the Contractor/Representative shall be filed with the Contractor/Representative prior to commencement of the Subcontractor's work. These certificates and the insurance policies required above shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Contractor. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final application for payment. If any information concerning reduction of coverage is not furnished by the insurer, it shall be furnished by the Subcontractor with reasonable promptness according to the Subcontractor's information and belief. The Subcontractor shall cause the commercial liability coverage required above to include: 1) the Contractor/Represcntative and the Owner, as additional insureds for claims caused in whole or in part by the Subcontractor's negligent acts or omissions during the Subcontractor's operations: and (2) the Contractor/Representative as an additional insured for claims caused in whole or in part by the Subcontractor's negligent acts or omissions during the Subcontractor's completed operations. The Contractor and Subcontractor waive all rights against (1) each other and any of their subcontractors, sub -subcontractors, agents and employees, each of the other, and (2) the Owner, the Architect, the Architect's consultants, separate contractors, and any of their subcontractors, sub -subcontractors, agents and employees for damages caused by fire or other causes of loss to the extent covered by property insurance provided under the Contract, or other property insurance applicable to the work, except such rights as they may have to proceeds of such insurance held by the Owner as a fiduciary. The Page 7 of 9 Initial `i . lnitiai' Subcontractor shall require of the Subcontractors Sub -subcontractors, agents and employees, by appropriate agreements, :written where legally required Tor validity, similar waivers in favor of the parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or other xise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. Section 14. ATTORNEY'S FEES: In the event of any litigation (whether in an administrative agency, trial or appellate court) or arbitration arising out of the construction or enforcement of the Subcontract, the prevailing party shall be entitled to receive its costs, including a reasonable attorney's fee. Section 20. RLADINGS: The headings contained herein are for the convenience of the, parties and will not expand or detract froth the language of the Subcontract. Section 21. TIME, IS OF THE ESSENCE. Time is of the essence of this Subcontract and the Subcontractor is to execute this Subcontract with sufficient speed and diligence to enable the Contractor/Representative and other Subcontractors to comply -,with their schedules, The Subcontractor shall personally supervise the Work or have a competent foreman, or superintendent satisfactory to the Contractor/Representative on the 'Work at ail times during the progress of the Work with the authority to act for the Subcontractor. Section 22 ENTIRE AGREEMENT: This Subcontract represents the entire and integrated agreement between the parties hereto and with the Contract Documents, supersedes all prior negotiations, representations or agreements, whether written or oral, Section 23. DECLARATION OF ILLEGALITIES If any term, condition or provision of this Subcontract is declared illegal or unenforceable for any reason by a court o; competent jurisdiction, the remaining terms, conditions, -arid provisions of this Subcontract shall, nevertheless; remain in full force and effect. UNDERSTOOD AND AGREED TO ON T IIS _ 1_ day of -, 2 a0 Air Control heating Air Conditioning, Inc. Date "9U6COntraetOr" , r PrintNomu: 3k-' i.. .".,. r'' '_1 Q_ 'i_.. t.. Plagship t enerai Curitraetor, LLC Date "Owner" "ContractorlRevresentntive" i:.AGSHIP GENERAL COMA RACTQR, (.t.0 Print mine: GEORGE M tRRY Page 3 of 9 Initial - initial FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION r BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 219551 Application Number . . . . . 18-00002505 Date 10/31/18 Application pin number . . . 894740 Revision number . . . . . . . 3 Property Address . . . . . . 1451 RINEHART RD Parcel Number . . 28.19.30.300- - Application type description NEW OTHER NON-RESIDENTIAL Subdivision Name . . . . . . Property Zoning . . . . . . . NOT APPLICABLE Application valuation . . . . 5749000 Application desc NEW SELF STORAGE FACILITY noc on file Owner Contractor RINEHART SS ASSOCIATE FLAGSHIP GENERAL CONTRACTOR 1190 BUSINESS CENTE 1190 RUBINESS CENTER DR LAKE MARY FL 32746 LAKE MARY FL 32746 407) 463-4785 407) 246-1144 Structure Information 000 000 SELF STORAGE FACILITY Construction Type . . . . . IIB Occupancy Type . . . . . . STORAGE USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . FIRE ALARM 1 O1-APPLCTN FEE -BUILDING ING—FIXTURES--_., 7.00 O1-APPLCTN FEE -MECHANIC NUMBER OF STORIES _` 3.00 O1-APPLCTN FEE -PLUMBING FIRE SPRINKLER SYSTEM 1 O1 -BLDG PLAN REVIEW SQUARE FOOTAGE 100485.00 Per t MVrTJL KTTrZ T. PT2RMTT-(nMM7R( TAT. A itional desc Phone Access Code 1085331 Permit pin number 1085331 Sub Contractor AIR CONTROL HEATING & A/C Permit Fee . . . . 1145.00 Issue Date . . . . 10/31/18 Valuation . . . 219551 Expiration Date 4/29/19 Qty Unit Charge Per Extension BASE FEE 170.00 195.00 5.0000 THOU MECHANICAL $25,000 AND UP 975.00 S ecial Notes and Comments All -projects within the City shall use WastePT'a—,f_or debris removal. Please contact Waste ra t 407.774.0800. Normal hours for in i-ons re from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 50.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1 -BLDG PLAN REVIEW 12978.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. RBE Services, LL CConsuiting November 29, 2018 Rabco Enterprises, LLC 1041 Crown Park Circle Winter Garden, FL 34787 Phone: 1-800-989-0220 Fax: 407-877-9065 PERMrT Subject: Permit #18-2505 Self -Storage Facility 1451 Rinehart Road. Sanford, FL Attn:. Project Manager for Rabco Enterprises, LLC This letter shall serve to confirm that there is only one (1) AHU-3 located on the SW hallway as shown on sheet M-1 Sincerely, Robert M. Beattie, PE RBE Consulting Services, LLC M. g p \GENS No.55428 yk= a STA s 9;0, N A ly RBE Consulting Services, LLC 2875 Split Oak Court - Oviedo, FL 32766 — Phone: 407-796-3820 - Fax: 407-796-3671 Web: www.rbecs.com — Page #1 of 1 - E-mail: rbecsllc@gmail.com RBcE i o Y f gServices, LLti December 04, 2018 Rabco Enterprises, LLC 1041 Crown Park Circle Winter Garden, FL 34787 Phone: 1-800-989-0220 Fax: 407-877-9065 Subject: Permit #18-2505 Self -Storage Facility 1451 Rinehart Road. Sanford, FL Attn: Project Manager for Rabco Enterprises, LLC PERMIT # This letter shall serve to confirm the following: 1. The requirements per Note#5 shown on the Stancor Elevator Pit Systems Detail on sheet P-1 is not required`on this project. Sincerely, Robert M. Beattie, PE RBE Consulting Services, LLC M. 0....\GENS F , N. 5542 S TE OF, Q:. ZI 0. NAL RBE Consulting Services, LLC 2875 Split Oak Court — Oviedo, FL 32766 — Phone: 407-796-3820 — Fax: 407-796-3671 Web: www.rbecs.com — Page #1 of 1 - E-mail: rbecsllc@gmail.com CITY 4F FORD.=F, APPL C hON . 4 BUILDING` DIVISION..'`i Application No: Documented Construction Value: $ 7, C o job AddressHistoric District: Yes bio Parcel ID: ? Q Residential Commercial Type of Work: New. [Addition Alteration'epair Demo Change of Use Move.' ove Description of Work: , FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code 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 of Notv-y-State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No ## fof Heads Fire Alarm Permit: - Yes No APPROVALS: ZONING:3—Iy "Ig Sr+' , --- r r. - W_A STF w gTER: Per Comprehensive Sign Plan, ok to install 59.33 square ENGINEERING:. foot, 14 foot high monument sign as shown on plan. Sign shall be setback a minimum of 14 feet from the property COMMENTS: line. A planter structure shall enclose the foot of the base. The planter shall be between two (2) and three (3) feet in height above the ground, with a minimum length equal to the width of the sign and a minimum width of three (3) feet. The base and planter shall be of brick or half -block. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (3") high. QD0) V o N E W Oo E N U Ei U Q LL N v cc N u z Wtai- Z Z O o O o ) Signature'of Contractor/Agent Date Q O Cn U 2 11 LU I.b G W- W O Print Contractor/Agent's Name N z W1-- U 4 to r X2W 2 c off. Signature of Notary -State of Florida c.,,.,.,tioa Date ' µ n s. O Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No ## fof Heads Fire Alarm Permit: - Yes No APPROVALS: ZONING:3—Iy "Ig Sr+' , --- r r. - W_A STF w gTER: Per Comprehensive Sign Plan, ok to install 59.33 square ENGINEERING:. foot, 14 foot high monument sign as shown on plan. Sign shall be setback a minimum of 14 feet from the property COMMENTS: line. A planter structure shall enclose the foot of the base. The planter shall be between two (2) and three (3) feet in height above the ground, with a minimum length equal to the width of the sign and a minimum width of three ( 3) feet. The base and planter shall be of brick or half - block. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (3") CITY OF AUG 13 2018 PERMIT APPLICATIONSkNFORD BUILDING DIVISION Application No: I 340 Documented Construction Value: $ lyy 00 0 s . Job Address: r' 'f) 1(h!(lC t l Historic District: Yes NOD Parcel ID:,&Iq Residential CommercialsP Type f Work: New 16 Addition Alteration'[ Repair Demo Change of Use Move Description of Work: 0 Plan Review Contact Person -Title: Phone: _ I —G C —2i 000 Fax: 13 —QQ I Email: OY (YVI [ C GQCO • CO 01 Property Owner Information Nama1(l-Ch—,A'Ph -nc,h l I c Phone:UIQ _Q n n 4 1 Street: I C'C l I'! Resident of property? City, State Zip:Cd X31 y(y Contractor Information Name 36)h 1 0XI ado C 9- s IS pos Phone: 1 11s_ q0 - U Street: 9:I(1 0 - Fax: <Al s -9c I• m City, State Zip: (IC)C _2L? FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h Edition (2017) Florida Building Code N011 E: In addition to the requirements of this permit, there may additional restrictions applicable to this property that may 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 ofSanford 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: Lcertify that all of the foregoing information is accurate and that all work will be done incompliance with all applicable law gutatt* construction and zoning. q LU co W U No n C, N ii v J Ltl Z Signature of Owner/Agent s ,: r-- PrtOwnerlAgent's Name Date Signati e of Notary -State of Florida Date LU z 2( O o `. O n Signature of Contractor/Agent Date z ei = 5 u1 LLly 1r(aC a s°zC`f 1 U) > 5 tli W Print ContractorlAgent's NameZ n 6, O ignatu J0 Q4 of Notary State of Florida Datc 111 o ti 5P Owner/Agent is ZPersonally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElElectrical EJMechanical Plumbing Gas Roof occupancy Use: Flood Zone: Construction Type: P }' Total Sq Ft of Bldg: Min, Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of:Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: , ILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Per Comprehensive Sign Plan, ok to three wall signs as shown on plan. Two (2) "Extra Space Storage" wall signs not to exceed 92 square feet on the west elevation and One (1)"Office" wail sign not to exceed 3.4 square feet on the north elevation. Any additional signage on canopy, wall or window shall require approval by City of Sanford Planning Department. Rinehart SS Associates LLC 1190 Business Center Drive Ste. 2000 Lake Mary, Florida, 32771 P 407.246.1144 F 407.246.1155 August 2, 2018 City of Sanford 300 North Park Av Sanford, FL 32771 Re: Rinehart SS Associates, LLC 1451 Rinehart Rd Sanford, FL. 32771 T' AUG 13 1018 i To whom it may concern, Please accept this letter to allow C & S Signs to pull permits and install signs for the above listed location. If you have any questions please feel free to give me a call. Sincerely, Owner State of C/ County of I 4/ The fore oin %rumeDt w s acW/O led ed before m da of 2qyg o is personally known to mer who pro uced `dentifi tion. Signature of Notary Stamp: CARLY S. ERVIN Notary Public - State of Florida N" : My Comm. Expires Oct 17, 2018 Commission # FF 134853 s Jt AUG 13 2018 LIMITED POWER OF ATTORNEY Altamonte. Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date ;i" J .7 ( I Q I Hereby name and appoint: FCS Lkj> lY, L Ctdd <Yh10 an agent of: 4 ` I Q n S Name of Company) 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): The specific permit and appli ation for work located at: 1 451 11t hQ Street Address) Expiration Date for This Limited Power of Attorney: 'Q' (Q 19 License, Holder Name: )n State License Number: Signature of License Holder: j Z6b STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this %qday of Lj.ZQ, 200 b` , who is persona44y known to me or o who has produced as identification and who did (did not) take an oath.' Sign ture Notary Seal) ( / Print or type name Notary Public - State of rL Commission No., My Commissio' Expires: t,flYPUa ,_ STEPHANIE ARCS. MY COMMISSION #FF170898 Rev. 08.12) P EXPIRES October 22, 2018 ao7) 39E3-015 Flondallo yServlce.com Revision 0 Response to Comments Project Address: Contact: C City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date r-0 t q Ph:` kMC—/,MLLt Fax: Email: n n i aw Trades encompassed in revision: General description of revision: Lal Building dK4t(V )1nQ -1A Inq_ Plumbing Electrical Per Comprehensive Sign Plan, ok to install 59.33 square foot, 14 foot high monument sign as shown on plan. Sign Mechanical shall be setback a minimum of 14 feet from the property line. A planter structure shall enclose the foot of the base. The planter shall be between two (2) and three (3) feet in Life Safety height above the ground, with a minimum length equal to _ the width of the sign and a minimum width of three (3) waste Water feet. The base and planter shall be of brick or half -block. Sign shall contain the address number of the premises, — placed parallel,to the sign face, in numbers large enough to be read from the street but in no case less than three Department Utilities Waste Water Planning Engineering Fire Prevention uilding 3 2f—( inches (3") high. ROUTING INFORMATION Approvals SIGN VAT TOP VIEW o- C: ai c Yo v op t Y In v-0 v M m U Y w 6 N M a ° ^? L r 14'-10" 8'-0" am o F o ° T' c, o L In C O t N O O O E NLw Co E 3 N N vii nl _c E O0fOO7luCOE YO .on '-I C 3 E n = ` _ p L 'c vct v c L N v 7co5EdLNl0 Y v C 7 _E 4J a' •O h0 N in O .c 7.0 = 01 r° r0 N N vyi j E E 2u G) NOA ,to O" atYO L N Eq YN = lu v c `° c O •J v L U L Y - Q) E L O v N 41 E N C Q/ O 6q75- a O N eco Y O O -0 OU ro 'O . L = q E v v Q c m L fa N a v a a s 3 '^ v v v O rp NN .W 00 MvNCv U d — N 'C I— L a YO , E Cabinet/retainer- SW 6013 Bitter Chocolate -satin Pole Cover -Light texture finish painted SW 9186 Carmelized - satin Colorado Coral series color: Santorini Blend" for the stone base. NOTE: "Stone base by others" SIDE VIEW 2'-0 11 Q ac>w Ext raSpace Stora e Address Sanford 1451 Rinehart RD City Sanford State FL 32771 Account Representative: R.COX o-&. ,r.,, engineering is submitted as our proposal, and the right to use or exhibit In any form, is not authorized without written permission by Vi— Approvals Signature(s) / Initials Client Design Production Designer J.STRANGE Design N Vx182311 R11 Original Date 06/27/18 Revision Date 2/19/19 LISTED nec An electacal cwnpwenh:hall be U.L. a:wo. S,gn shall be gr—,ied per H.E.C. M.W 25C b,sulaled c-d—or: i, per N.E.e Code 310.8 type to be used - metallic inwlated sealbte. Disc -n switch as per N.E.C. Cade 600.:. VVIXXO SW 6013 Bitter Chocolate -satin Colorado Coral series color: Santorini Blend Sign & Lighting r /- SW 9186 Carmelized -satin ICE PERFAIT Q129 Yri 3 9:9UFF urt nr Maa g r«w.,am m„n,wdm ,ma a-,.¢lw mgr imlrea m an:rfi rM I:.n hv,e-w orix,. mey awnn r,lwpie. SIGN -4f 116 — V A_pa _ 6-0" F raSpacetor Z N.T.S i I I Address 8.625" I} jII Sanford 8">3" 1451 Rinehart RD 24" I City Sanford FOR ESTIMATINGI! CABINET DEPTH TO BE MINIMUM OF 24". State FL 32771 PURPOSES ONLY. GREATER DEPTHS ARE TO BE DRIVEN BY SEE ENGINEERING PIPE SIZE OF ENGINEERING. FOR ACTU< - I Per Comprehensive Sign Plan, ok to install 59.33 square A B foot, 14 foot high monument sign as shown on plan. Sign Account Representative: FT R.COX be setback a minimum of 14 feet from the propertyshall line. A planter structure shall enclose the foot of the base. his design and engineering h The planter shall be between two (2) and three (3) feet in ibmitted as our proposal, and e right to use or exhibit In any height above the ground, with a minimum length equal to arm, is not authorized Without the width of the sign and a minimum width of three (3) type to be used - metallic insulated sealt,re, 14'-10" 6'-8 5 feet. The base and planter shall be of brick or half -block. ApprovalsSignature(s)/ Initials Sign shall contain the address number of the premises, client placed parallel to the sign face, in numbers large enough Design to be read from the street but in no case less than three Production inches (3") high. AW ALUMINUI _.... _.. Designer 1.STRANGE SW 6013 BITTER CHOCOLATE Design 0 Vx181 1 06/ 22311 Original Dale 06/27//188 FABRICATED RETAINER PAINTED Revision Date 2/19/19 SW 6013 BITTER CHOCOLATE<m:« i`i-ne<ompletaamau.L........ d and sbaN meet current N E.C. stands POLE COVER PAINTED SW 9186 CARMELIZEDU I necOLISTED I WHITE FLEX FACE WITH APPLIED All electrical comvonencs tnad be lit. lista, VINYL GRAPHICS (SEE SCHEDULE) I I.g, hall b 1 250laedconductorsasperN.E.C. Coda 310.8. type to be used - metallic insulated sealt,re, VIXXO APPROVED LED ohConnen : 6 a: per N.I.C. code do0.6. 8'-0" — 0LIGHTINGSYSTEM. STRUCTURE SUPPORT BRACKET W/WIREWAY ELECTRONIC POWER SUPPLY 77V I V V O COLOR ILE Sign &&Lighting WHITE 82500-106 PMS BLACK SW 9186 SW 6013 Colorado Coral series 8:9BRILLIANT82500-022 CARMELIZED BITTER CHOCOLATE Santorini Blend iI i ti< wren 120V CIRCUITS ARE REQUIRED FOR ALL SIGNS airy rwue br acWn ta' danuAes wNA mar occur zs a Yaat aAN ae,aadnda<:,,,., A,ey=M, I"'a m sewn. Ns Imes ar any undrpwM ot:rtades wn, D 2/21afe, Cliet: - Vixxc q+I t}( Ove storage, Vin 1451 Rinehart Rd Columns: 1 REVISED POLE Ct ME Job: 43530 ADDED STAB FORS Sign: 4 ULTIMATE LOADS Height: 14'-0" 42 KSI STEEL PIPE Width: 14'-10" 2 Structural Variables and Code Loading Sp Cabinet Type: I Miscellaneous Structural Section. I steel Ripe - 42000psi Number of Zones: i 3 Sign Sections: cations Sanford, FL. SHEET: 1 OF 3' sight: 14'4' Sean M `McFarland, P. ed 140 mph.McFarland Engineeri 2 Table of Contents FT Content: Page 4 Design Loads.........................1 5 Support Design ....................... 1-3 cations Zone Top Elevation 1 14.00 FT 2 7.25 FT 3 2.00 FT Height 6.75 FT 5.25 FT 2.00 FT Code( 12017 FBC 6th Ed. v Wind Speed:! 140 4 Wind Exposure: c d Wind Loads Per ASCE 7-10 M McFq°°°1•, No 61049 T TE OF : 44/. 441: TE 2 12 .y0NALE:%;%%% ` I/11111111` State License: Florida - 6104E Approx. Width Width Pressure Force 12.61 FT * Cabinet Wt. Weight Transition Zone Per Sq. Ft. Y or N) 1 120 0 28.0 #/FT 2 i 1528.0 FT 3 E 35... o,w 28.0 #/FT y 4 io 0 5 10 v ;# 60 7 0 v. 8 10 Geometry: Zone Top Elevation 1 14.00 FT 2 7.25 FT 3 2.00 FT Height 6.75 FT 5.25 FT 2.00 FT Code( 12017 FBC 6th Ed. v Wind Speed:! 140 4 Wind Exposure: c d Wind Loads Per ASCE 7-10 M McFq°°°1•, No 61049 T TE OF : 44/. 441: TE 2 12 .y0NALE:%;%%% ` I/11111111` State License: Florida - 6104E Approx. Width Width Pressure Force 12.61 FT * 39.39 PSF 3.35 K 8.00 FT 37.43 PSF 1.57 K 8.00 FT * 35.68 PSF 0.57 K Approx. Weight 1,891 # 777 # 616 # Total Wind Force = 5.49 K 3,284 # 1451 Rinehart Rd ME Job: 43530 Sign: 4 Moments at Transitions;, Wall Req'd Size Thickness 1 10,751N 0.250 IN Lateral 1 3 Zone Force Mom. Arm 1 3.35 K 10.63 FT 2 1.57 K 4.63 FT 3 0.57 K 1:00 FT Wall Req'd Size Thickness 1 10,751N 0.250 IN ME Job: 43530 Sign; 4 Pier Footi oting Design: Select the footing and waif type: d.= A / 2 * ('t +(1 + (4.36' h) / A)"1/2)) Footing: Round where, A.= (2.34 * P) / (S1 * b) Vert Soil Bearing (psf): ;soy Lat. Soil Bearing (psf): tso , Mmax = 43,453 #-FT Pmax (Lateral) = 5,495 # LSBP = 150 PCF S`1= 910 PCF Xd d = 3.000 FT A = 4.71 FT^2 h = 7.908 FT d = FT USE: 3.00 FT RND. X 9:25': FT' DEEP PIER w/ 6:' SLAB wl.#4's @ 12'`O.G. i Soil Bearing Check: DLmax = 3,284 LBS Area of Footing = 7.07 FT^2 Actural SBP = 465 PSF Allowable SBP = 2,475 PSF (includes code allowed 20% increase for every foot of footing below 12 into natural grade.) 465 PSF' 2,475" PSF,,, I THjERE,FQFU -0Okt General Notes' 1 Contractor shall verify all dimensions and conditionson job site 2 Structural steel pipe shall conform to ASTM A53 grade B'type E or S, Fy=35 ksi min. 3 - Structural steel tube shall conform to ASTM A500 grade B, Fy=46 ksi min. 4 Structural steel shapes and plates shall conform to.ASTM A36. 5 Welding shall conform to AISC specs or focal codes and performed by certified welder using arc process E70XX electrodes 6 Isolate Aluminum from Steel 7 All bolt holes to be drilled or punched - 8 2500 psi (min) 28 -day Concrete Compressive Strength 9 All electrical work to conform to the requirements of UL48 and section 600 of NEC. 10 UIL and Data labels required 11 Sign to be a minimum of 6 -ft horizontal & 12 -ft vertical"from high voltage wires. 12 If there is no stub pipe to be used in the top cabinet, the supporting member immediately below thestub pipe shown can be,extended to the top of the uppermost cabinet. 13 All Pipe sizes shown are minimum sizes. Pipe with a larger diameter and/or greater Sxx may be substituted 14 All structural lengths required are approximations only. Actual length may vary slightly depending on sign cabinet conditions. ME #: 43530 ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. 14'-10" ELEVATION SCALE: NTS 1: 14'-0" ia. - .250" pport Pipe hi&arland - 464 N. Hiddanbwok Dr, Advance, NC 27006 STRUCTURAL SIO, DESIGN ENGINEERING SERVICES Ph: (281) 813-7439 Fax: (888) 712-5364 Email: sean@signstructures.com Web: www.signsWctures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State:SANFORD, FL Client: VOIXO ENGINEERING OF VERTICAL SUPPORTAND FOUNDATION ONLY. NO CABINET ENGINEERING PROVIDED OR IMPLIED. Initial Drawing: (41875) AB Revised cab I pole cover (42043) AB Revised pole cover, add slab: 43530) AB NC Firm Registration: F-1136 Florida License Number: 61049 Fbrida License Expires: Feb. 28, 2021 The electronic seal appearing an this document was authonzed by Sean M. McFarland. PE on Febmxy 21. 2019. Date: 2-21-2019 Sheet #: 1 OF 3 00 Mcr 11tia . E•IV' S s O 1649 TATE OF / PV A kj Per comprehensive Sign Plan, okto install 59.33 square foot, 14 foot high monument sign as shown on plan. Sign 3 shall be setback a minimum of 14 feet from the property line. A structure shall enclose the foot of the base. 0PROVEl3 Pl. A04,—) planter The planter shall be between two (2) and three (3) feet in the with a minimum length equal toheightaboveground, the width of the sign and a minimum width of three (3) feet. The base and planter shall be of brick or half -block. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (3") high. FEB 2 1 hi&arland - 464 N. Hiddanbwok Dr, Advance, NC 27006 STRUCTURAL SIO, DESIGN ENGINEERING SERVICES Ph: (281) 813-7439 Fax: (888) 712-5364 Email: sean@signstructures.com Web: www.signsWctures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State:SANFORD, FL Client: VOIXO ENGINEERING OF VERTICAL SUPPORTAND FOUNDATION ONLY. NO CABINET ENGINEERING PROVIDED OR IMPLIED. Initial Drawing: (41875) AB Revised cab I pole cover (42043) AB Revised pole cover, add slab: 43530) AB NC Firm Registration: F-1136 Florida License Number: 61049 Fbrida License Expires: Feb. 28, 2021 The electronic seal appearing an this document was authonzed by Sean M. McFarland. PE on Febmxy 21. 2019. Date: 2-21-2019 Sheet #: 1 OF 3 00 Mcr 11tia . E•IV' S s O 1649 TATE OF / PV A 1- 1% ^ 1,C6toa3t3 APPROVED PLANS ti Per Comprehensive Sign Plan, ok to install 59.33 square foot, 14 foot high monument sign as shown on plan. Sign shall be setback a minimum of 14 feet from the property line. A planter structure shall enclose the foot of the base. The planter shall be between two (2) and three (3) feet in height above the ground, with a minimum length equal to the width of the sign and a minimum width of three (3) feet. The base and planter shall be of brick or half -block. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (3") high. , FINAL GRADE T-0. ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. 6" SLAB W/ #4 REBAR @ 12" O.C. BY OTHERS 1111.= UNDISTURBED SOIL 2500 PSI CONCRETE (MIN.) TYPICAL OF ONE PIER SCALE: 318" = 1'-0" 6" OF CONCRETE OR CRUSHED CINDER BLOCKS PLACED IN BOTTOM OF FOUNDATION PRIOR TO MAIN POUR I I w r• F McFarland 464 N. Hiddcnb- Dr, Advance, NC 27006 STRIJCTIJRAL SIGN:D 91GN- 6a - ENGINEERING S. CE9P,: Ph: (281) 813-7439 Fax: (888) 712-5364 Email sean@signstructures.com Web: www.signstmctures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State:SANFORD, FL Client: VOJ(0 ENGINEERING OF VERTICAL`SUPPORTAND FOUNDATION ONLY., NO CABINET ENGINEERING PROVID ff OR IMPLIED.` Initial Drawing: (41875) AB Revised cab I pole cover: (42043) AB Revised pole cover, add slab:(43530) AB NC Firm Registration: F-1136 Fbrida License Number: 61049 Fbrida License Expires: Feb. 28, 2021 The electronic seal appearing on this document was audwmed by Sean M. Wadand. PE on FebM 21, 2019. Date: 2-21-2019 Sheet t 2 OF 3 M' MCP No 1049 •• 00 ;•• ATE OF ••4: SS,/0N Al & NG % 2FF s -03ME #: 43530 ASCE 7-10, 140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. TOP VIEW SIDE VIEW 81-01, MrMcFrland 464 N. Hiddenbr k Dr, Ad--, NC 27006 511-11-1 SIGN DESIGN 6 E HGInIEcrslwG SEwvlc Es Ph: (281) 813-7439 Fax: (888) 712-5364 Email: sean@signstructures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State:SANFORD, FL Client: V1O(0 ENGINEERING OF VERTICAL SUPPORTAND FOUNDATION ONLY. NO CABINET ENGINEERING PROVIDED OR IMPLIED. Initial Drawing: (41875) AB Revised cab I pole cover: (42043) AB Revised pole cover, add slab:(43530) AB NC Firm Registralion: F-1136 Florida License Number: 61049 Fonda License Expires: Feb. 28, 2021 The eletanic seal appeanng on bis document was auftonzed by Sean M. McFarland, PE on February 21, 2019. Cabinet/retainer- SW 6013 Bitter Chocolate -satin Per Comprehensive Sign Plan, ok to install 59.33 square Date: 2-21-2019 Pole Cover -Light texture finish painted SW 9186 Carmelized - satin foot, 14 foot high monument sign as shown on plan. Sign Sheet #: 3 OF 3 Colorado Coral series color: Santorini Blend" for the stone base. shall be setback a minimum of 14 feet from the property NOTE: "Stone base by others" line. A planter structure shall enclose the foot of the base. %i 0 The planter shall be between two (2) and three (3) feet in , ' v1 f1Y, r height above the ground, with a minimum length equal to %%Q',•C•E•IV S ' ;' 9 ' SW 6013 Bitter Chocolate -satin Colori the width of the sign and a minimum width of three (3) feet. The base and planter shall be of brick or half -block. 0No 6,1 049 Sign shall contain the address number of the premises, : t placed parallel to the sign face, in numbers large enough SW 9186 Carmelized - satin to be read from the street but in no case less than three '. TA EOF inches (3") high. 0 '• : P .•' O R•t O.,• e`. FEB 2 1 2011 %°NAS1110" .%% NSQUARE FEET ExtraSpace SIGN L CefR 66.5 _ 11111IStorage 11111111- i EXIS'rMGFOND Account Representative: Ews sia'iru E R1E Design # Vx182311 RIl rpExtr h . t Revision Date 2/19/19 p • 99,7 A A STRUCTURE B — — — i 10.00t 0i®tAr2— 32' DRIVE I I I gl A m -. Felcr I I I I I II zl1 I I I ail L• ww I II a• I u r Z be setback a minimum of 14 feet from the property STRU(-rURE A line. A planter structure shall enclose the foot of the base. I.I PL(NIx OF I-SI'(MtYI OOIPStER i EM0.03UIE PROPOSED fATI i ' I I I POND es POM I IIP M feet. The base and planter shall be of brick or half -block. Qs:ta Ban hm k4' Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough 2:9edwtobereadfromthestreetbutinnocaselessthanthree PRM LB 6B' 0o aew(aa - +•ar inches (3") high. _. c II pp EAS71NC 5' NEIA1 FENCE IGN © 66.5 Address city IGN State nrs. 3.4 Sanford 1451 Rinehart RD Sanford FL 32771 Account Representative: Ews R.COX R1E Design # Vx182311 RIl rpExtr h . t Revision Date 2/19/19 p • 99,7 i submitted as our proposal and o.c-Waco n. IL.1w ; 7 yC ,rema.eo,n,mncc„r ee.n«wnte VV7 •' a •l Z the right to use or exhibit in any U nec form, is not authorized without POND _'s' V v rift, n by Viixro. nG Approvals Signature(s) / Initials a.. seroma Client Design Production Designer J. 2311 Ews c B' eraa WALL R1E Design # Vx182311 RIl Original Date 06/27/18 Revision Date 2/19/19 r,4 o.c-Waco n. IL.1w ; 7 yC ,rema.eo,n,mncc„r ee.n«wnte VV7 •' a •l Z EMTMGs U nec POND _'s' V LISTED mei componencs :nau be ut. Listed. nG De grounded per N.E.C. Article 250. Per Comprehensive Sign Plan, ok to install 59.33 square inductors as per N.E.C. Code 310.8 W ashall K area - —11k m lmed seawte. foot, 14 foot high monument sign as shown on plan. Sign r..;tO a, par NF.C. code 6M.6, be setback a minimum of 14 feet from the property line. A planter structure shall enclose the foot of the base. The planter shall be between two (2) and three (3) feet in v' X X Qheightabovetheground, with a minimum length equal to the width of the sign and a minimum width of three (3) sign & Lighting feet. The base and planter shall be of brick or half -block. Qs:ta Ban hm k4' Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough 2:9edwtobereadfromthestreetbutinnocaselessthanthree PRM LB 6B' 0o aew(aa - +•ar inches (3") high. _. SCALE: 1/32" = 1' 5`COPE OF WORK: WEST ELEVATION TfV/ - O" x 31'-11 1/4" stacked channel letters green black on rw .R/ W color city scapeManufactureandinstall1setofStandard3' SCOPE OF WORK: WEST ELEVATION black on rw. . R/ W color city scape Manufacture and install 1 set of Standard 3'-0" x 31'-111/4" stacked channel letters green G SCOPE OF WORK: NORTH ELEVATIONManufactureandinstall1setofStandard "Office" Channel letters on r/w black r/w color city scape j — Per Comprehensive Sign Plan, ok to three wall signs as oposed shown on plan. Two (2) "Extra Space Storage" wall signs 192 not to exceed 92 square feet on the west elevation and One (1) "Office" wall sign not to exceed 3.4 square feet on s the north elevation. Any additional signage on canopy, ,posed wall or window shall require approval by City of Sanford 34 Planning Department. PERMI'"'OC /,Y /)"') 7 // r_ 7 e-'^7 M ExtraSpace Storage Address Sanford 41,1 Rinehart RD City Sanford State FL 32771 Account Representative: R.COX Approvals Signature(s) / Initials rAt Client e -i IT Design Production Designer 1.STRANGE Design p Vx182311 R2 Original Date 06/27/18 Revision Date 07/18/18 83 t:_ LISTED n4 V I X X 0 Sign & Lighting OFFICE 3:s SI B V wINrr.j Etev NON -CORROSIVE INSTALLATION HARDWARE: GALVANIZED S" FABRICATED ALUMINUM LETTER RETURNS SEE MFG. NOTE FOR GUAGE. GLOSS BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT TRIM CAP RETAINER METALLIC SILVER O FLAT ALUMINUM BACK THICK METAL FLAT BAR FOR A SECURE INSTALLATION OVIXXO APPROVED LED DIODE MODULE WHITE d3/16" #7328 ACRYLIC FACE WHITE WITH IST SURFACE TRANSLUCENT VINYL AS SHOWN LOW VOLTAGE ELECTRONIC POWER SUPPLY MOUNTED IN A 7 A" X 7 %" EXTRUDED .050 ALUM. RACEWAY SUPPORT/WIRING BOX PAINTEDSYV '1067 CITYSCAPE D VISIBLE CUT-OFF SWITCH WITH FLIP -UP COVER 14" WEEP HOLES (2) TWO PER LETTER GROUNDED WALL PASS-THRU SEALED WATER TIGHT. WHIP ON LEFT SIDE. 46 003 3 Per Comprehensive Sign Plan, ok to three wall signs as shown on plan. Two (2) "Extra Space Storage' wall signs not to exceed 92 square feet on the west elevationand One (1) "Office' wall sign not to exceed 3.4 square feet on the north elevation. Any additional signage on canopy, ` • wall or window shall require approval by City of Sanford Planning Department. AII Hardware to 6e Galvanized and Non Corrosive 3,-0" 31'-11 Ile k 9 --- Address 02500-106 BRILLIANT METALLIC SILVER TRIMCAP PMS BLACK I WHITE Sanford 1 Rinehjrt RD City Sanford State FL 32771 Account Representative: R.C:OX Approvals Signature(s) / Initials Client Design Production Designer WHEN NEEDED SUPPORTS CHANNEL LETTER SETS SMALLER THAN 48" TO BE .090" ALUMINUM WILL BE CONSTRUCTED USING PAINTED TO MATCH RW POP-RIVITED TO RETURN ALUMINUM RETURNS FACING UP TO HIDE040 063 ALUMINUM BACKS FROM SIGHT) CHANNEL LETTER SETS 48"-71" WILL BE CONSTRUCTED USING .063 ALUMINUM RETURNS &.090 ALUMINUM BACKS A REGISTRATION MARK TO BE BLACK VINYL ON ALUMINUM TAB ATTACHED TO BACK OF e" CHANNEL LETTER, Sanford 1 Rinehjrt RD City Sanford State FL 32771 Account Representative: R.C:OX Approvals Signature(s) / Initials Client Design Production Designer J.5T.RANGE Design R W182311 k2 original Date 36/27/18 Revision Date 07/19/18 uL LISTED nec VIXX0 Sign & Lighting W. Date 8/8/18 City, State Sanford, FL SHEET: 1 OF 2. Client. Vixxo' • Overall Height:' 45'4' Max Sean M. McFarland, P'.E. Sign: K. Extra Space Storage ... V1/ind Speed . 140 mph McFarland Eng'i'neering Project Description 1451 Rinehart Rd Table of Contents ME Job: 41875 Content: Page Sign: 1/2 ULTIMATE LOADS Design Loads ................... 1 TOTAL 1 RACEWAY Connection Design ............... 1-2 Overall Size: T-0" x 31'-11" Design Drawing ................. (Numbered Mounting Height: 45'-0" Max Separately) Mounting Style: Raceway Mounted Channel Letters, Various Attachment Methods Structural Variables and Code Loading Specifications Sign Type: Channel letters! Wall Signs Code: 2017 FBG 6th Ed. Existing Wall Material: Various Wind Speed: 140 Sign Weight Per Foot: 5 Wind Exposure: 111C Wind Loads Per ASCE 7-10 Connection Design Using ASCE 7-10 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6-1) Exposure: C lambda = 1,53 (Figure 6-3, Exp. C, height=45 ft) Enclosure: Enclosed Structure: Components and Cladding Zone = 5 (End -Wall - Worst Case) Building: Category III Effective Wind Area = 10 Sq. Ft. Net Wind Pressure = -37.7 (Figure 6-3) Total Load Pnet = (lambda)*I*Pnet Force Thru Bolts Force TEKS Captial Letters (EA) 6 -58.0 LBF 125 LBS Pnt (45) -66.33 PSF 6 -29.0 LBF 45 LBS Sign Loads Area Pressure Tension Suction) Force Captial Letters (EA) 5.3 FT^2 66.3 PSF 348 LBF Lower Case (EA) 2.6 FT"2 66.3 PSF 174 LBF Tension Connection Design Connections Total Total Raceway 20 28 20 16 Tension / 3/8" Dia. HY-20 Connection 3/8" Dia. Kwik Bolts 174 LBF 250 LBF 124 LBF 174 LBF 218 LBF 3/8" Dia. Tapcons 145 LBF Ns Shear Force r' tv UJ 26 LBF_ 13 LBF": u' ' } r. 01 all? 3/8" Dia. 3/8" Dia. Lags (2x) Thru Bolts 245 LBF 350 LBF AUG 0 8 2016 1/4" Dia. 1/4" Dia. Force Thru Bolts Force TEKS Captial Letters (EA) 6 -58.0 LBF 125 LBS 10 -34.8 LBF 45 LBS Lower Case (EA) 3 -58.0 LBF 125 LBS 6 -29.0 LBF 45 LBS Date:, ,8/8/18 City, State: Sanford, FL SHEET: 2 OF 2 Client:_ Uixxo g _. Overall Hei ht_ 45 0 Nlax Sean M,-McFarland,P:E. Sign: Extra S ace Stora e ;Wind S eed .; 140 m h McFarland'En ineenn - 1451 Rinehart Rd ME Job: 41875 Sign: 1/2 Shear Connection Design Connections Shear / 3/8" Dia. HY-20 3/8" Dia. 3/8" Dia. 3/8" Dia. Total Connection 3/8" Dia. Kwik Bolts Tapcons Lags (2x) Thru Bolts Total Raceway 20 13 LBF 175 LBF 28 9 LBF 140 LBF 20 13 LBF 140 LBF 16 16 LBF 300 LBF Combined Connector of Capacity) Tension Shear Total Capacity Total Raceway 20 Kwik/HY-20 -69.6% 7.5% 70.1% OK 28 Tapcons -85.8% 6.7% 86.0% OK 20 Lags (2x) -71.1 % 9.4% 71.7% OK 16 Thru Bolts -62.2% 5.5% 62.4% OK Embed Tapcons - 1 1/4" Min. into Solid Wall Kwik Bolts or HY-20 HAS Rods - 1 1/2" Min. Embed. into Solid Wall or Hollow CMU w/ Screens) Lags into 2X - Full Tip Penetration Thru Bolts Require Continuous 2X or Unistrut Backers Connection Specifications Attach Channel Letter Raceway to Wall with Evenly Spaced Connectors. See Drawings for Complete Fabrication Specifications. Don't Overtighten Connectors. Use Oversized Washer Backers for Thru Wall Connectors. Install Connectors in Proportion to Raceway Lengths, See Schedule for Logo/ Letter Attachment Quantity to Raceway. r 9f 1 120 G ME #: 41875 Per Comprehensive Sign Plan, ok to three wall signs as shown on plan. Two (2) "Extra Space Storage" wall signs not to exceed 92 square feet on the west elevation and One (1) "Office" wall sign not to exceed 3.4 square feet on the north elevation. Any additional signage on canopy, ind, Exposure C h the High Velocity h the 2017 FBC 6th ed. NON -CORROSIVE INSTALLATION HARDWARE: GALVANIZED S" FABRICATED ALUMINUM LETTER RETURNS SEE MFG. NOTE FOR GUAGE. GLOSS BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT TRIM CAP RETAINER METALLIC SILVER FLAT ALUMINUM BACK Y.." THICK METAL FLAT BAR FOR A SECURE INSTALLATION VIXXO APPROVED LED DIODE MODULE WHITE 3/16" #7328 ACRYLIC FACE WHITE WITH IST SURFACE i • TRANSLUCENT VINYL AS SHOWN LOW VOLTAGE ELECTRONIC POWER SUPPLY MOUNTED IN A 7 Y.." X 7'/." EXTRUDED .050 MODULES ALUM. RACEWAY SUPPORT/WIRING BOX PAINTED SW 7067 CITYSCAPE POWER SUPPLY 24V "ADVANCE' POWER SUPPLY VISIBLE CUT-OFF SWITCH WITH FLIP -UP COVER m• Y." WEEP HOLES (2) TWO PER LETTER GROUNDED WALL PASS-THRU CIRCUITS (1)20A -120V SEALED WATER TIGHT. WHIP ON LEFT SIDE. S00-106 BRILLIANT MMETALLIC SILVER TRIMCAP MPMSBLACK WHITE IYict alr al 464 N. Hiddenbrook Dr, Advance, NC 27006 STRUCTURAL SIGN DESIGN fi ENGINEERING SERVICES. Ph: (281) 813.7439 Fax: (888) 712-5364 Email: sean@signstructures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHARTRD City/State:SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing: (41875) AB NC Firm Registration: F•1136 Florida License Number: 61049 Florida License Expires: Feb. 28, 2019 i • L.E.D. "USLED" WHITE L.E.D. MODULES POWER SUPPLY 24V "ADVANCE' POWER SUPPLY The electronic seal appearing on this document wasAMPS0.79A authorized by Sean M. McFarland, PE on August 8, 2018. CIRCUITS (1)20A -120V DISCONNECT f1)20A-120V 8-8-20c18x WHEN NEEDED SUPPORTS z; JJyySheet }r'. 2 OF 6Sheet CHANNEL LETTER SETS SMALLER THAN 48" TO BE.090"ALUMINUM WILL BE CONSTRUCTED USING PAINTED TO MATCH RW POP-RIVITED TO RETURN 040 ALUMINUM RETURNS 063 ALUMINUM BACKS FACING UPTO HIDE FROM SIGHT) CHANNEL LETTER SETS 48"-71" WILL BE CONSTRUCTED USING.063 ALUMINUM i RETURNS &.090 ALUMINUM BACKS 1t••-, REGISTRATION MARK TO BE BLACK VINYL ON 77ALUMINUMTABATTACHEDTOBACKOF e" CHANNEL LETTER. AUG 0 8 2018 rrrrrll n ILeLi;i CONNECTION QUANTITY 318" TAPCONS 3/8" HY-20 318" KWIK BOLTS O 318" LAGS 2X4 O 318" 1/4" THRU BOLTS THRU BOL TOTAL RACEWAY 28 20 20 20 16 LETTERS CONTINUOUS) RACEWAYBACK 6 LETTERS TYPICAL THRU BOLT CONNECTION 3 EXTERIOR WALL MTG PLATE TAPCON — ANCHOR RACEWAYBACK TYPICAL ANCHOR BOLT CONNECTION 3"=1'-0" EXTERIOR WALL - 7 2X BLOCKING MTG PLATE LAG BOLT RACEWAYBACK WALL STRUCTURE TYPICAL LAG BOLT CONNECTION 3"=1'-0" EXTERIOR WALL WALL STRUCTURE MTG PLATE STEELANGLE THRU BOLT BLOCKING CONTINUOUS) RACEWAYBACK TYPICAL THRU BOLT CONNECTION 3"=1' 0'• LETTER BACK THRU BOLT ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. 0 114" TEKS Embed Tapcons -1 1/4" Min. into Solid Wall Kwik Bolts or HY-20 HAS Rods -1 1/2" Min. Embed. into Solid Wall (or Hollow CMU w/ Screens) 10 Lags into 2X - Full Tip Penetration Thru Bolts Require Continuous 2X or Angle Backers 6 EXTERIOR MASONRY WALL MTG PLATE EXPANSION ANCHOR BOLL KWIK BOLT) RACEWAYBACK TYPICAL EXPANSION BOLT CONNECTION 3"=1'-0" TYPICAL THRU BOLT CONNECTION TO RCWY LETTER BACK TEKSCREW AUG 0 8 2018 McFazJtand I 464 N. Hkdenb—k Dr, Advance, NC 27006 STRUCTURAL SSG DES E GINEER IN. 5ER C" 3t Ph: (281) 813-7439 Fax: (888) 712-5364 Email: sean@signstructures.com Web: wwwsignstmctures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD CitylState: SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENTTO WALL ONLY `k NO CABINET ENGINEERING OREVALUATIONOF AS L BUILT WALL`CONDITIONS PROVIDED OR IMPLIED Initial Drawing: (41875) AB NC Firm Registration: F-1136 Florida License Number: 61049 Flor da License Expires: feb. 28, 2019 The electronic seal appearing on this document was aulhorized by Sean M. McFarland, PE on August 8, 2018. Date: 8-8-2018 heet #: :3:017 6 JT ` rf J p r ` 1 `v , P:aLYry SCALE: 1/32" ` 1' N SCOPE OF WORK: WEST ELEVATIONManufactureandinstall1setofStandard 3'-0" x 31'-111/4" stacked channel letters green black on rw .R/ W color city scape SIGN SCOPE OF WORK: WEST ELEVATION x 31'-11 1/4" stacked channel letters green black on rw. . R/ W color city scapeManufactureandinstall1setofStandard3 O SCOPE OF WORK: NORTH ELEVATION Manufacture and install 1 set of Standard "Office" Channel letters on r/w black r/w color city scape_ . Per Comprehensive Sign Plan, ok to three wall signs as , ring Pr p!ed shown on plan. Two (2) "Extra Space Storage" wall signs L not to exceed 92 square feet on the west elevation and 192 ADL) PROV r One (1) "Office" wall sign not to exceed 3.4 square feet on JCS the north elevation. Any additional signage on canopy, wall or window shall require approval by City of Sanford st°n Proposed Planning Department. 3'4 r Address Sanford 145! Rinehart RD city Sanford State FL 32771 Account Representative: R.COX Approvals Signature(s) / Initials Client C# Design Production Designer _ STRANGE Design # VX1823U R2 original Date 06/27/18 Revision Date 7l1R/1Y, LISTED tnec WViXX0 Sign & Lighting 3:6 GAII iTk-'ACEWAY MOUNT CHANNEL LETTERS Per Comprehensive Sign Plan, ok to three wall signs as yrt Owl shown on plan. Two (2) "Extra Space Storage" wall signs not to exceed 92 square feet on the west elevation and g One (1) "Office" wall sign not to exceed 3.4 square feet on the north elevation. Any additional signage on canopy, wall or window shall require approval by City of Sanford Storage Sanford 1451 Rinehart RD Sanford FL 32771 Account Representative: R.COX SPECIFICATION SECTION DETAIL MOUNTING DETAILS COLOR SCHEDULE Approvals Signature(s) / Initials Hanger Client NON -CORROSIVE INSTALLATION HARDWARE: Bolt Thn1-BOIL _ p2500-106 BRILLIANT Design GALVANIZED WOOD I Production m i METALLIC SILVER TRIMCAP 5" FABRICATED ALUMINUM LETTER RETURNS( ; T'! I iTUO SEE MFG. NOTE FOR GUAGE. GLOSS BLACK STUD 219_7_11 Designer 1.STRANGE na r PAINT INTERIOR WITH LIGHT ENHANCING PAINT ' x`" ' Masonry Reverse PMS BLACK WHITE Design l Vx106/27 R2 TRIM CAP RETAINER I Lag Bolt all Original Date 06/27/18 METALLIC SILVER Revision Date 07/18/1.8 FLAT ALUMINUM BACK qU Hardware to b ` THICK METAL FLAT BAR FOR it 4 e LE.D,__-_- I 'USIfD" WF4TELE.O. MODULES L LISTED ne A SECURE INSTALLATION 10 i Galvanized and Non Corrosive POYYER SUPPLYY 4V'ADVMICE'POWEA SUPPLY AMPS EOC79A VIXXO APPROVED LED DIODE MODULE WHITE j CIRCIMTS ) 20A -120V -- 3/16" #7328 ACRYLIC FACE DWMECT (1120A -120V WHITE WITH IST SURFACE TRANSLUCENT VINYL AS SHOWN J 1 WHEN NEEDED SUPPORTS LOW VOLTAGE ELECTRONIC POWER SUPPLY CHANNEL LETTER SETS SMALLER THAN 48" TOSE.090"ALUMINUM ! I' PAINTED TO MATCH RW ® v' (oWILLBECONSTRUCTEDUSING MOUNTED IN A 7 Y." X 7 W EXTRUDED .050 POP NG UED TO RETURN Sign & Lighting ALUM. RACEWAY SUPPORT/WIRING BOX (I - 040 ALUMINUM RETURNS (FACING P TO HIDE PAINTED SW 7067 CITYSCAPE +l II &. 063 ALUMINUM BACKS FROM SIGHT)LA T i CHANNEL LETTER SETS 48"-71" t ! tVISIBLECUT-OFF SWITCH WITH FLIP -UP COVER WILL BE CONSTRUCTED USING.063 ALUMINUM RETURNS &.090 ALUMINUM BACKS m 4:6 h" WEEP HOLES (2) TWO PER LETTER REGISTRATION MARKi ' TO BE BLACK VINYL ON GROUNDED WALL PASS-THRU ALUMINUM TAB ATTACHED TO BACK OF SEALED WATER TIGHT. WHIP ON LEFT SIDE. "e" CHANNEL LETTER. Date-,.. 8/8618 ` ' Client Clty,'State Sanford, FL SHEET: 1 :QF 2Vizxo n. Overall",Height- 45' 0" Maz Sean M McFarland„P.E' Si -.. Extra S ace Stora e_, .:.:;. Wintl S eed :: F14o, m `h; McFarland En ineerin' Project Description 1451 Rinehart Rd Table rof Contents ME Job: 41875 Content`. Page Sign: 1/2 ULTIMATE LOADS. Design Loads......... . TOTAL 1 RACEWAY Connection Design ....... ........ 1-2 Overall Size: 3'-0” x 31'-11" Design Drawing... .............. (Numbered Mounting Height: 45'-0" Max Separately) Mounting. Style:: Raceway Mounted Channel Letters, Various Attachment Methods Structural Variables and Code Loading Specifications Sign Type: I Channel Letters / Wall Signs Code: 12017 FBC 6th Ed. Existing Wall Material: Various Wind 1140 Sign Weight Per Foot: I.5 v l Speed: Wind Exposure: c. Wind Loads.Per ASCE 7-10 Connection Design Using ASCE 7-1p (Simplified Procedure) Topography: Homogeneous 1 = 1.15 "(Table 6-1) Exposure: C lambda = 1.53 (Figure 6-3, Exp. C, height=45 ft) Enclosure: Enclosed Structure: Components and Cladding Zone= 5 (End -Wall - Worst Case)-, Building: Category III Effective Wind Area = 10 Sq. Ft. Net Wind Pressure = 37.7 (Figure 6-3) Total Load Pnet = (lambda)*I'Pnet tenet (45) = 66.33 PSF Sign Loads Area Pressure Tension Shear Suction) Force Force = r ' Captial Letters (EA) 5.3 FTA2 66.3 PSF 348 LBF 26 LBF1_ Lower Case (EA) 2.6 FTA 2 66.3 PSF 174 LBF 13 LBF - -> T y m Tension Connection Design Connections Tension / 3/8" Dia. HY-20 3/8" Dia 3/8" Dia. 3/8" Dia. Total Connection 3/8" Dia. Kwik Bolts Tapcans Lags (2x) Thru Bolts Total Raceway 20 174 LBF 250 LBF 28 124 LBF 145 LBF 20 174 LBF 245 LBF 16 218 LBF 350 LBF, AUG 01 1/4" Dia, 1/4" Dia.` Force Thru Bolts Force TEKS Captial Letters (EA) 6 58.0 LBF 125 LBS 10 -34.8 LBF 45 LBS Lower Case (EA) 3 58.0 LBF 125 LBS 6 -29.0 LBF 45 LBS i ate:"City, State:Sanford, "FL -- SHEET: 2 OF `2dent:Vixxo Overall Height: 45'-0""Max Sean M..McFarland, P. 9n: Extra Space Storage Wind Speed 140 mph McFarland Engineeru 1451 Rinehart Rd ME Job: 41875 Sign: 1/2 Shear Connection Design Connections Shear / 3/8" Dia. HY-20 3/8" Dia. 3/8" Dia, 3/8" Dia, Total Connection 3/8" Dia, Kwik Bolts Tapcons Lags (2x) Thru BoltsTotalRaceway2013LBF175LBF 28 9 LBF 140 LBF 20 13 LBF 140 LBF 16 16 LBF 300 LBF Combined Connector of Capacity) Tension Shear Total Capacity Total Raceway 20 Kwik/HY-20 -69.6% 7.5% 70.1% OK 28 Tapcons -85.8% 6.7% 86.0% OK 20 Lags (2x) -71.1% 9.4% 71.7% OK 16 Thru Bolts -62.2% 5.5% 62.46/6 OK Embed Tapcons - 1 1/4" Min. into Solid Wall Kwik Bolts or HY-20 HAS Rods - 1 1/2" Min. Embed. into Solid Wall (or Hollow CMU w/ Screens) Lags into 2X.- Full Tip Penetration Thru Bolts Require Continuous 2X or Unistrut Backers Connection Specifications Attach Channel Letter Raceway to Wall with Evenly Spaced Connectors. See Drawings for Complete Fabrication Specifications. Don't Overtighten Connectors. Use Oversized Washer Backers for Thru Wall Connectors. Install Connectors in Proportion to Raceway Lengths. See Schedule for Logo/ Letter Attachment Quantity to Raceway.' ME#: 41875 SV SSV Aer,F 7-10.140 mph Wind, Exposure C eY Per Comprehensive Sign Plan, ok to three wall signs as Mies with the High Velocityshownonplan. Two (2) "Extra Space Storage" wall signs and with the 2017 FBC 6th not to exceed 92 square feet on the west elevation and One (1) "Office" wall sign not to exceed 3.4 square feet on g scuARF the north elevation. Any additional signage on canopy, TEET B wall or window shall require approval by City of SanfordPlanningDepartment. 1 3'-0" 131'-111/41 96 NON -CORROSIVE INSTALLATION HARDWARE: GALVANIZED L"119 5" FABRICATED ALUMINUM LETTER RETURNS L1 SEE MFG. NOTE FOR GUAGE. GLOSS BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT TRIM CAP RETAINER METALLIC SILVER FLAT ALUMINUM BACK Y" THICK METAL FLAT BAR FOR A SECURE INSTALLATION VIXXO APPROVED LED DIODE MODULE WHITE 3/16" 07328 ACRYLIC FACE WHITE WITH IST SURFACE TRANSLUCENT VINYL AS SHOWN LOW VOLTAGE ELECTRONIC POWER SUPPLY MOUNTED IN A 7 Y" X 7 %" EXTRUDED.050 ALUM. RACEWAY SUPPORT/WIRING BOX PAINTED., -I VISIBLE CUT-OFF SWITCH WITH FLIP -UP COVER 10, %" WEEP HOLES (2) TWO PER LETTER GROUNDED WALL PASS-THRU SEALED WATER TIGHT. WHIP ON LEFT SIDE. R SCHEDULE N2500-106 BRILLIANT TO BE .090• ALUMINUM _ METALLIC S. -ER TRI -CAP WILL BE CONSTRUCTED USING PMS BLACK LWHITE LEA. 'USlEO' WHITE LEO.A11001AfS POWER SUPPLY 24V'AOVANCE' POWER SUPRY AMPS 0.79A CIRCUITS I1) 20A- 220V _ UISCONNECi (1120A -120V M- McFarlana 464 N. Hldd-1-11c Ur, Ad -H-, NC 27M, 9rlRucru Rn 9raN OeEEI cN 6 ENGIN EERN(E EICRV,QE6: Ph: (287) 813.7439 Fax:(888) 712- 539 EITIM scan@signslmctures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State: SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing (41875) AB NC Fin Regislra6on: F-1136 Fbrida license Number 61049 Flonda License Expires: Feb. 28, 2019 Tnee Ke me Seal Wea" On ITS de wat was aDmzed MI Sean R McFarland. PE en Aueu516, 20it Date: 8-8-2018 Sheet #: 2 of 6WHENNEEDEDSUPPORTS - CHANNEL LETTER SETS SMALLER THAN 48" TO BE .090• ALUMINUM _ WILL BE CONSTRUCTED USING PAINTED TO MATCH RW 040 ALUMINUM RETURNS POP- RIVITED TO RETURN 063 ALUMINUM BACKS FACING UP TO HIDE FROM SIGHT) CHANNEL LETTER SETS 48"-71" WILL BE CONSTRUCTED USING .063 ALUMINUM RETURNS &.090 ALUMINUM BACKS r - REGISTRATION MARK TO BE BLACK VINYL ON--, H ALUMINUM TAB ATTACHED TO BACK OF e" CHANNEL LETTER.-- AUG 0 8 2018 M- McFarlana 464 N. Hldd-1-11c Ur, Ad -H-, NC 27M, 9rlRucru Rn 9raN OeEEI cN 6 ENGIN EERN(E EICRV,QE6: Ph: (287) 813.7439 Fax:(888) 712- 539 EITIM scan@signslmctures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State: SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing (41875) AB NC Fin Regislra6on: F-1136 Fbrida license Number 61049 Flonda License Expires: Feb. 28, 2019 Tnee Ke me Seal Wea" On ITS de wat was aDmzed MI Sean R McFarland. PE en Aueu516, 20it Date: 8-8-2018 Sheet #: 2 of 6 M E #: 41875 ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. EXTERIOR MASONRY WALL MTG PLATE TAPCON ANCHOR -1 t .. RACEWAY RACK TYPICALANCHORBOLTC NNE TION 3'=1'-0' EXTERIOR WALL—_ y 2X BLOCKING EXTERIOR WALLMTGPLATEMTGPLATE LAG BOLT THRU BOLT---_, RACEWAY BACK ---III I WALL STRUCTURE I I RACEWAY BACK TYPIQALLA BOLT CONNECTION 3'=1'-0' EXTERIOR MASONRY WALL MTG PLATE HILTI HY 20 EPDXYWIHIT-ARODS. -i RACEWAY BACK TYPICAL (.HEMICA_L ANCHOR CO--NNECTION 3'=1'-0' WALL STRUCTURE STEELANGLE LETTER BACK BLOCKING M (CONTINUOUS) RACEWAY— EXTERIOR MASONRY Connection Specifications WALL Attach Channel Letter Raceway to Wall with Evenly Spaced Connectors. See Drawings for Complete EXPANSION Fabrication Specifications. Don't Overtighten Connectors. Use Oversized Washer Backers for Thru ANCHOR BOL Wall Connectors. Install Connectors in Proportion to Raceway Lengths. See Schedule for Logo/ Letter KWIK BOLT) Attachment Quantity to Raceway. r r •.r O © O OCONNECTION RACEWAY BACK: QUANTITY 3/8" 3/8" 318" 318" LAGS 318" 114" TAPCONS HY•20 KWIK BOLTS 2X4 THRU BOLTS THRU BOLTS 1/4" TEKS Embed Tapcons -1 1/4" Min. into Solid Wall TOTAL RACEWAY 28 20 20 20 16 Kwik Bolts or HY-20 HAS Rods -1 112" Min. Embed. into Solid Wall (or Hollow CMU w/ Screens) LETTERS 6 10 Lags into 2X - Full Tip Penetration LETTERS Thru Bolts Require Continuous 2X or Angle Backers 3 6 EXTERIOR MASONRY WALL MTG PLATE TAPCON ANCHOR -1 t .. RACEWAY RACK TYPICALANCHORBOLTC NNE TION 3'=1'-0' EXTERIOR WALL—_ y 2X BLOCKING EXTERIOR WALLMTGPLATEMTGPLATE LAG BOLT THRU BOLT---_, RACEWAY BACK ---III I WALL STRUCTURE I I RACEWAY BACK TYPIQALLA BOLT CONNECTION 3'=1'-0' EXTERIOR MASONRY WALL MTG PLATE HILTI HY 20 EPDXYWIHIT-ARODS. -i RACEWAY BACK TYPICAL (.HEMICA_L ANCHOR CO--NNECTION 3'=1'-0' WALL STRUCTURE STEELANGLE LETTER BACK BLOCKING M (CONTINUOUS) RACEWAY— EXTERIOR MASONRY WALL MTG PLATE EXPANSION ANCHOR BOL KWIK BOLT) r r •.r RACEWAY BACK: Y¢ ` •4•' `?' TYPICAL EXPANSN)N BOLT CONNECTWN THRU eoLr— III` TYPICAL THRU BOLT CONNE TCIONTORCWY AUb 0 8 2018 w1^ f''rJ+rr „ rL1fj11+. MMcFatrlan 464 N. Hiddenb—Ic Ur, Adwnce, NC 27006 STRUCTURAL 511" DEB10N 6 EN aIN E[RINa SERVICC9 Ph: (281) 813-7439 Fax: (888) 712-5364 Email: sean@signstmctures.com Web: www.signsiructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State: SANFORD FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing, (41875) AB NC Firm RegisUation: F-1136 Florida License Number. 61049 FbMa License Expires: Feb. 28.2019 Tre decaonx sea) appeanng on t s docuirot was annor¢ed 0Y Sean AL VcFadacd. PE en Ajcns18. 20'.E. Date-, 8-8-2018 Sheet #: 3 of 6 SCALE: 1/32" = 1' I SCOPE OF WORK: WEST ELEVATIONManufactureandinstall1setofStandard 3'-0" x 31'-111/4" stacked channel letters green black on rw .R/ W color city scape SCOPE OF WORK: WEST ELEVATIONManufactureandinstall1setofStandard 3'-0" x 31'-111/4" stacked channel letters green black on rw . R/ W color city scape SIGN ORK NORTH ELEVATIONCOPEOFW FpManufactureandinstall1setofStandard "Office" Channel letters on r/w black r/w color city scape=,q ,, Ailowable Existing oposed a AF Yy.. 6r-10" 1 141 1 1 1 11 l I'Hi' Per Comprehensive Sign Plan, ok to three wall signs as • shown on plan. Two (2) "Extra Space Storage" wall signs not to exceed 92 square feet on the west elevation and STRUCTURE A WE5T tLtVATION One (1) "Office" wall sign not to exceed 3.4 square feet on r —nv the north elevation. An, wall or window shall rei Planning Department. Allowable Existing Proposed743.4 36'-10" PC 15 L", 11 ExtraSpace Storage.. Address Sanford 1451 Rinehart RD city Sanford State F132771 Account Representative: R.COX Approvals Signature(s) / Initials If Client Cy' Design Production Designer 1.STRANGE Design k Vx182311 R2 Original Date 06/27/18 Revision Date 07/18/18 Lam A.., air U fio MN Ver N.E C. Mirc1c .SO IlwlNOOi rlan ei=r N.E.C. Coda ):I1h. F 710iXXO Sign & Lighting 3:6 j,,N 4o ek_,j luion CANOPY SIGN V SCALE 1"= 1" 3.4 SQ/FT 4'-2" 3'-9 V lfttraSpace Storage Address Sanford 1451 Rinehart RD Cltv Sanford State FL 32771 Account Representative: R.COX Approvals Signature(s) / Initials Client Design SPECIFICATIONS SECTION Production NON -CORROSIVE #10 Y." PITCH SCREW—© e6— oC I—p3 Designer J.STRANGE GALVANIZED Design N Vz182311 R2 3" FABRICATED ALUMINUM LETTER RETURNS SEE MFG. NOTE FOR GAGE. GLOSS BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT TRIM CAP RETAINER BLACK 10 FLAT ALUMINUM BACK MOUNTED TO 1/2 HEIGHT ALUMINUM PLATE ATTACHED BY NON -CORROSIVE #10 Y." PITCH SCREW -GALVANIZED SLOAN V180 MINI LED DIODE MODULE WHITE 13 3/16"#2447 WHITE ACRYLIC FACE LOW VOLTAGE ELECTRONIC POWER SUPPLY MOUNTED IN A EXTRUDED .050 ALUM. RACEWAY SUPPORT/ WIRING BOX PAINTED SW7069—IRON ORE 13 VISIBLE DISCONNECT SWITCH O GROUNDED WALL PASS-THRU SEALED WATER TIGHT. WHIP ON LEFT SIDE. G Per Comprehensive Sign Plan, ok to three wall signs as shown on plan. Two (2) "Extra Space Storage" wall signs not to exceed 92 square feet on the west elevation and One (1) "Office" wall sign not to exceed 3.4 square feet on the north elevation. Any additional signage on canopy, wall or window shall require approval by City of Sanford Planning Department. Original Date 06/27/18 Revision Date 07/18/18 S IL LISTED ngc A W UA, .—I. r11..rr M.k C Mtit'"'?t 17VIxxo Sign & Lighting AN ate:. 8/8/18 City, State: Sanford, FL SHEET: 1 OF 2 Tient:. Vixxo ..F Overall Height: 2'0'-0'` Max. Sean M` McFarland, P.E iidn: Extra Space.Storage Wind Speed .. 1;40.mph McFarland Engineerin( roiect Descriotion 1451 Rinehart Rd Table of Contents ME Job: 41875 Content: Page Sign: 3 ATTACHED TO EXISTING CANOPY Design Loads ................... 1 ULTIMATE LOADS Connection Design ............... 1-2 Overall Size: 12" x 3'-10" Design Drawing ................. (Numbered Mounting Height 20'-0" Max. Separately) Mounting Style: Raceway Mounted Channel Letters Mounted To Existing Canopy, Various Attachment Methods Structural Variables and Code Loading Specifications Sign Type: Channel Letters / Wall Signs a Code: 2017 F8C 6th Ed Existing Wall Material: Various Wind Speed: 140 Sign Weight Per Foot: ISeri Wind Exposure: C t' Wind Loads Per ASCE 7-10 Connection Design Using ASCE 7-10 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6-1) Exposure: C lambda = 1.29 (Figure 6-3, Exp. C, height = 20 ft) Enclosure: Enclosed Structure: Components and Cladding Zone = 5 (End -Wall - Worst Case) Building: Category III Effective Wind Area: 10 Sq. Ft. Net Wind Pressure = 37.7 (Figure 6-3) Total Load Pnet = (lambda)"I"Pnet PSFPnet (20) _ -55.93 C E s,- Sign Loads Area Pressure Tension Shear r,J . Suction) Force Force r+r '. "" G•:'i g Letters (EA) 3.8 FT ^2 -55.9 PSF 214 LBF 19 LBF 4 iF3:a si`s rg•, xp..... .,;,`" ice. ;` Tension Connection Design Connections Tension / 3/8" Dia, Total Connection Liberty Bolts Total Raceway 8 -161 LBF 245 LBF 1/4" Dia. 1/4" Dia. Force Thru Bolts Force TEKS Letters (EA) 3 -49.8 LBF 125 LBS 5 -29.9 LBF 45 LBS AUG 0 8 2018 ME Job: 41875 Sign: 3 Shear Connection Design Connections Shear Total Connection Total Raceway Combined Connector of Capacity) Total Raceway 8 2 LSF 8 L.berty Bolt! Tension Shear Total Capacity Liberty= BoUs into Existing Canopy into W', 5.18" Plywood or 1118' Metal, 3118" Dia, Liberty Bolts 11 Connection Specifications Attach Channel Letter Raceway to Existing Canopy with Evenly Spaced Connectors, See Drawings for Complete FS ,abrication.pecifications. Don't Overtighten Connectors. See Schedule for Letter Attachment Quantity to Raceway. In M E #: 41$75 SIG SCALE 1"= 1" 3.4 SQ/FT 4'-2" 3'-9 %" r@1 F*J I rCi NE NON -CORROSIVE #10 W PITCH SCREW GALVANIZED 3" FABRICATED ALUMINUM LETTER RETURNS SEE MFG. NOTE FOR GAGE. GLOSS BLACK PAINT INTERIOR WITH LIGHT ENHANCING PAINT TRIM CAP RETAINER BLACK FLAT ALUMINUM BACK MOUNTED TO 1/2 HEIGHT ALUMINUM PLATE ATTACHED BY NON -CORROSIVE #10 Y." PITCH SCREW- GALVANIZED SLOAN V180 MINI LED DIODE MODULE WHITE 3/16"#2447 WHITE ACRYLIC FACE ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. f V-Oo-74(o3 Sooz-., mprehensive Sign Plan, ok to three wall signs as on plan. Two (2) "Extra Space Storage" wall signs exceed 92 square feet on the west elevation and Office" wall sign not to exceed 3.4 square feet on McFarland 464 N. Hiddenbr ok or, Ad,, —, NC 27006 ST11-111 1 SIGN DESIGN s ENCInleertlr,c Seavlccs Ph: (281) 813.7439 Fax: (888) 712-5364 Email: sean@signstructures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State:SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing: (41875) AB NC Firm Registration: F-1136 Florida License Number: 61049 Florida License Expires: Feb. 28, 2019 The electronic seal appearing on lhis document was authorized by Sean M. McFarland, PE on August 8, 2018. Date: 8-8-2018 Sheet #: 4 OF 6 th elevation. Any additional signage on canopy, window shall require approval by City of Sanford . Ig Department. AUG 0 8 2018 1V p.N C Qom'• I. 5 io f I11l11111'l ll, LOW VOLTAGE ELECTRONICPOWER SUPPLY MOUNTED IN A EXTRUDED .050 ALUM. RACEWAY SUPPORT/ WIRING BOX PAINTED SW7069- IRON ORE VISIBLE DISCONNECT SWITCH GROUNDED WALL PASS-THRU SEALED WATER TIGHT. WHIP ON LEFT SIDE. ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. f V-Oo-74(o3 Sooz-., mprehensive Sign Plan, ok to three wall signs as on plan. Two (2) "Extra Space Storage" wall signs exceed 92 square feet on the west elevation and Office" wall sign not to exceed 3.4 square feet on McFarland 464 N. Hiddenbr ok or, Ad,, —, NC 27006 ST11-111 1 SIGN DESIGN s ENCInleertlr,c Seavlccs Ph: (281) 813.7439 Fax: (888) 712-5364 Email: sean@signstructures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State:SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing: (41875) AB NC Firm Registration: F-1136 Florida License Number: 61049 Florida License Expires: Feb. 28, 2019 The electronic seal appearing on lhis document was authorized by Sean M. McFarland, PE on August 8, 2018. Date: 8-8-2018 Sheet #: 4 OF 6 th elevation. Any additional signage on canopy, window shall require approval by City of Sanford . Ig Department. AUG 0 8 2018 1V p.N C Qom'• I. 5 io f I11l11111'l ll, 41875 ASCE 7-10, 140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. Connection Specifications Attach Channel Letter Raceway to Wall with Evenly Spaced Connectors. See Drawings for Complete Fabrication Specifications. Don't Overtighten Connectors. See Schedule for Letter Attachment Quantity to Raceway. RACEWAY BACK LIBERTY BOLT CANOPY EXTERIOR MTG PLATE i CANOPY STRUCTURE TYPICAL LIBERTY BOLT CONNECTION Y=1'-0" LETTER BACK RACEWAY THRU TYPICAL THRU BOLT CONNECTION TO RCWY LETTER TEK SCREW TYPICAL TEK SCREW CONNECTION TO RCWY AUG G 8 2048 M - mi 464 N. HkItt—b—k Dc, Advance, NC 27006 STRUCTURAL SIGN DESIGN 6 EN.INecaiNG SERvi Cris Ph: (281)813.7439 Fax: (888) 712-5364 Email: sean@signslructures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State: SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing: (41875)AB NC Firm Registration: F-1136 Flodda License Number: 61049 Florida License Expires: Feb. 28, 2019 The electronic seal appearing on tis document was authorized by Sean M. McFarland, PE on August 8, 2018. Date: 8-8-2018 Sheet #: 5 of 6 CONNECTION 3/8" LIBERTY 1/4" 1/4" QUANTITY BOLTS THRU BOLTS TEKS may' S I C, jj`, fit Liberty Bolts into Existing Canopy into Min 5/8" Plywood or 1/8" Metal. RACEWAY 8 LETTERS 3 5 RACEWAY BACK LIBERTY BOLT CANOPY EXTERIOR MTG PLATE i CANOPY STRUCTURE TYPICAL LIBERTY BOLT CONNECTION Y=1'-0" LETTER BACK RACEWAY THRU TYPICAL THRU BOLT CONNECTION TO RCWY LETTER TEK SCREW TYPICAL TEK SCREW CONNECTION TO RCWY AUG G 8 2048 M - mi 464 N. HkItt—b—k Dc, Advance, NC 27006 STRUCTURAL SIGN DESIGN 6 EN.INecaiNG SERvi Cris Ph: (281)813.7439 Fax: (888) 712-5364 Email: sean@signslructures.com Web: www.signstructures.com EXTRA SPACE STORAGE Address: 1451 RINEHART RD City/State: SANFORD, FL Client: VIXXO ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. Initial Drawing: (41875)AB NC Firm Registration: F-1136 Flodda License Number: 61049 Florida License Expires: Feb. 28, 2019 The electronic seal appearing on tis document was authorized by Sean M. McFarland, PE on August 8, 2018. Date: 8-8-2018 Sheet #: 5 of 6 2 may' S I C, jj`, fit f6l (Aif lrt,` N S© r, A SQUARE FEET SIGN 96 SIGN ExhaspaeeWeWa 96 SIGNC c' m 3.4 Per Comprehensive Sign Plan, ok to three wall signs as shown on plan. Two (2) "Extra Space Storage" wall signs not to exceed 92 square feet on the west elevation and One (1) "Office" wall sign not to exceed 3.4 square feet on the north elevation. Any additional signage on canopy, wall or window shall require approval by City of Sanford Planning Department. 74.1 rExtraSp"jorag Address Sanford 1451 Rinehart RD city Sanford State F132771 Account Representative: R.COX Approvals Signature(s) / initials Client Design Production Designer 1.STRANGE Design p W182311 R2 Original Date 06/27/18 Revision Date 07/18/18 LiSTED 10 C NW. 2S1 In.WareA r wWurvx nyr: h f.C. C-* 310.8. VlXXO Sign & lighting 2:6