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400 Gordon St 18-1210; hvacCITY OF SkN40RD FIRE DEPARTMENT 1V kLDlvic - T J MAY 1 i 02l wilding & Fire Prevention Division PERMIT APPLICATION Application No: 'M — 12-1 Documented Construction Value: $ 5 6 5 -0 Job Address: t,O0GW 2a'oM !'T speri Historic District: Yes Nop Parcel ID: Residential Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use Move El Description of Work: T L,L- PcC_ J N l -f vJ tT 1-4 ly (.T Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Qz)N Pk.OPE-T Street: ST SftP5.0 City, State Zip: Phone: Resident of property? : Contractor Information Name 7105'C li" ' j l-y C" ` 00, Phone: Street: t A 0 I LE&C.Pci- j DW o -'t C \C—L City, State Zip: W%0t6Q_ S'c Name: Street: City, St, Zip: Bonding Company: Address: q,-52\S6KI Fax: P 1S1 t E "tc Q y k4O0 • C 6 -VA State License No.: C A( I F1 S 165, 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. 1 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, 2018 Permit Application w 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 r P' A- f I I 118nature t Contractor/Agent Date 1,) S P*1LW'A'\' Prin tractor/APent's Name S-(- l$ Signature of Notary -State of Florida Date ignatur ANNE17E 61 BLAND Notary Public - State of Florida za • Commissior a GG .70900 r''' . 1' Comm. Expires Jar. 16.2022 Eorcee r --.Sr naxra vo ur., ASY• Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced 1D 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: New Construction: Electric - # of Amps• 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 I, 2018 Permit Application SBC CONSTRUCTION— Gordon Street Warehouse A&B SUBCONTRACTOR AGREEMENT PRECISION BUILDING CONSTRUCTION, LLC Positive Plus Air Conditioning, Inc. PO BOX 149677 410 Regal Down Circle Orlando, FL 32814 AND Winter Garden, FL 34787 407-574-6442 407-529.5689 Hereinafter referred to as Contractor Hereinafter referred to as Subcontractor Contract Amount: $11,300.00 PBC Project##: 18003 Retainage Rate: 10% Contract Date: April 27, 2018 This Agreement made and entered into on - April 27, 2018 by and between Precision Building Construction. LLC hereinafter referred to as the Contractor and Positive Plus Air Conditioning. Inc. hereinafter referred to as the Subcontractor, for the following Project: Gordon Street Warehouse A&B Section 1 - Entire Contract Subcontractor certifies and agrees that it is fully familiar with all of the terms, conditions and obligations of the Contract Documents, as hereinafter defined, the location of the job site, and the conditions under which the Work is to be performed, and that it enters into this Agreement based upon his investigation of all of such matters and is in no, way relying upon any opinions or representations of Contractor. This Agreement represents the entire agreement between the parties. It is further agreed that the Contract Documents are incorporated in this Agreement by this reference, with'the same force and effect as if the same were set forth at length therein, and that Subcontractor and its Subcontractors will be and are bound by any and all of said Contract Documents insofar as they relate in any part or in any way, directly or indirectly to the work covered by this Agreement. Subcontractor agrees to be bound to Contractor in the same manner and to the same extent as Contractor is bound to Owner under the Contract Documents, to the extent of the Work provided for in this Agreement, and that where, in the Contract Documents, reference is made to Contractor and the work or specification therein pertains to Subcontractor's trade, craft, or type of work, then such work or specification shall be interpreted to apply to Subcontractor instead of Contractor. The phrase Contract Documents" is defined to mean and include: Construction Documents. Structural Engineering. General Notes, Structural Design Criteria. Structural Notes. and Specifications. Section 2 – Insurance Precision Building Construction, LLC to be named Additional Insured with regards to products, operations and completed operations. Blanket waiver of subrogation applies with regard to General Liability Commercial General Liability, including products, operations and completed operations with no ISO Form 2294 rider or other Subcontractor error exclusion Electrical, Plumbing, Mechanical: $1,000,0001$2,000,000 All other Sub trades: $300,000 / $600,000 Workers Compensation fully complying with laws and jurisdictions in which subcontractor performs its Work. Business or Commercial Auto Liability (Any Auto) covering all owned, non -owned, hired, rented, or borrowed autos Unconditional thirty (30) day written notice of cancellation and documentary evidence of appropriate additional insured endorsements, as provided for within the insurance policy Contract. Section 3 –Scope Exhibit "A" – Scope of Work Exhibit "B" – Plans Pages Exhibit "C" – Progress Payment Affidavit Exhibit "D" – Final Payment Affidavit Exhibit "E" – Schedule Page 1 of 9 yam 512118 &f o i?, Sub Initials Date tractor Date PBC CONSTRUCTION— Section CONSTRUCTION— Section 4 — Contract Price Contractor agrees to pay Subcontractor for the strict performance of its Work, the total sum of: 11,300.00 Eleven Thousand Three Hundred Dollars end Zem Cents subject to additions and deductions for changes in the Work as may be agreed upon in writing. Section 5 — Changes In the Work Contractor and Subcontractor agree that the Contractor may add to or deduct from the amount of Work covered by this Agreement, provided that any changes so made in the amount of Work involved or any other parts of the Agreement shall be evidenced by a written amendment hereto setting forth in detail the changes involved and the value thereof, both of which shall be mutually agreed upon between the Contractor and Subcontractor. The Subcontractor agrees to proceed with the Work as changed when so ordered in writing by the Contractor so as not to delay the progress of the Work, and pending any determination of the value thereof, unless Contractor has first requested an estimate of the cost of such Work from the Subcontractor. If the Contractor requests an estimate of the cost of such Work from Subcontractor, Subcontractor shall promptly comply with such request. Section 6 - Payment Schedule Monthly payments equal to ninety percent (2M of the value of Work completed by Subcontractor during the preceding month. Final payment equal to ten percent (10%) shall be retained by Contractor until ALL Work and inspections related to scope of Work have been successfully completed, paid to Subcontractor promptly after Contractor receives payment from Owner. Subcontractor agrees to furnish, with each pay request, receipts, release of lien and claims for labor, material and/or Subcontractors performing Work or furnishing materials under this Agreement, in the form attached hereto as Exhibit "A" for progress payments and Exhibit "B" for final payment, and it is agreed that no payment hereunder shall be made until such receipts or releases have been furnished. Pay requests should be submitted on the 25th day of the month for Work performed during that full calendar month, with payment to be made 30 days thereafter. Section 7 — Condition Precedent Owner's Payment a Condition Precedent to Payment of Subcontractor. To the maximum extent allowed by the laws of the State in which the Project is located and notwithstanding any provisions, inconsistencies or ambiguities in this Subcontract Agreement or in Contract to the contrary, (1) Subcontractor's right to payment under this Subcontract Agreement shall be limited to payments from a fund that consists solely of the amounts Owner pays to Contractor on account of the Subcontractor's Work; (2) Subcontractor agrees to look for payment only from the amounts Owner pays to Contractor on account of Subcontractor's Work; 3) Subcontractor agrees that payment by Owner to Contractor on account of Subcontractor's Work is a CONDITION PRECEDENT to Contractor's obligation to pay Subcontractor under this Subcontract Agreement; (4) if Owner does not pay Contractor any part of the amounts that Contractor believes are due to Contractor under the Contract , then Contractor shall have no obligation to pay Subcontractor any such unpaid amount; and (6) Subcontractor expressly assumes the risk that Owner will not pay all or any part of the amounts due Contractor under the Contract on account of Subcontractor's Work. Section 8 - General Provisions Subcontractor is bound by provisions of the Owner/Contractor Agreement. Subcontractor shall not assign or delegate any of its rights, interests, duties or obligations in this Subcontract without prior written consent from Contractor. No subcontracting by Subcontractor, with or without written consent, shall relieve Subcontractor of any obligations under this Subcontract. Subcontractor agrees to: a. Begin work as soon as instructed by the Contractor, and shall cavy on said work promptly, efficiently and at a speed that will not cause delay in the progress of the Contractor's Work or Work of other subcontractors. b. Be present at all mandatory project meetings. c. Per OSHA regulations, have and wear hard hats at all times. Page 2 of 9 I L 5/2/18 may" 4149 Sub Initials Date Contractor IBC CONSTRUCTION— Section 9 - Special Provisions Upon acceptance of the Subcontractor's Bid, the Subcontractor and his/her employees shall conduct themselves in a professional and workmanlike manner. The reputation of both the Contractor and the Subcontractor are directly impacted by the conduct of all involved with the Project. Should Contractor's client request any work directly from the Subcontractor, the Subcontractor must obtain written permission to perform such work from the Contractor. In addition, if the Subcontractor is approached on the job site by a potential new client, the Subcontractor must refer such potential new client to the Contractor's office. Any Subcontractor who takes such a job directly shall be in direct violation of this Agreement. Subcontractor may not make any changes or modifications to Work being performed without the prior written consent of the Contractor. Subcontractor is prohibited from providing prices directly to the client. Subcontractor must immediately inform the Contractor of any issues that may delay the Work of the Subcontractor. If the Subcontractor determines, while on site, that additional Work is necessary before the Subcontractor can proceed, the Contractor shall be promptly informed of this situation. All Project related inquiries shall be referred to the Contractor. Section 10 – Default and Termination 10.1 Event of Default. An event of default occurs if Subcontractor does any of the following: a. Fails to proceed with the Subcontract Work in the time or sequence directed by Contractor; b. Fails to prosecute the Subcontract Work diligently, including failure to provide sufficient numbers of skilled workers or proper materials, or failure to adhere to the applicable performance schedules; c. Causes delay to the Work of Contractor, other Subcontractors, Sub -subcontractors or suppliers on the Project; d. Fails to perform the Subcontract Work or its obligations in accordance with the Subcontract; e. Files bankruptcy, assigns assets for the benefit or creditors, becomes insolvent, or is unable or fails to pay its obligations as they mature; f. Repeatedly performs the Subcontract Work in a manner which is rejected by Owner, Architect, Engineer, Contractor or governmental agencies having jurisdiction over the Project; or g. Any type of event or circumstance caused by or involving Subcontractor which, in Contractor's sole discretion, constitutes a material breach of this Subcontract or materially impacts the Work or the Project. 10.2 Remedies. In addition to other available remedies, if Subcontractor is in default, Contractor has the sole discretion to take one or more of the following actions: a. Take Possession. Take temporary possession of Subcontractor's material, equipment and labor' intended for performance of the Subcontract Work to assure its availability for completion of the Subcontract Work. Subcontractor shall remain liable for the Work and any delays, impacts or additional costs incurred to complete. b. Cure. Contractor has the right to cure any default of Subcontractor's on the following terms: 1. 48 Hour Notice. If Subcontractor fails to cure a default within 48 hours of Contractor's prior written notice of default, Contractor may cure the default at Subcontractor's expense plus 15% for Contractor's overhead and fee, and deduct the cost from the Subcontract price. In the event of schedule delay, such cure may include, in Contractor's sole judgement, supplementing Subcontractor's work forces until such time as Contractor is satisfied the Subcontractor will maintain compliance with performance schedule, with such costs being borne by Subcontractor as provided herein. Page 3 of 9 LIZ 5/2/18 ( Z /a Sub Initials Date Contractor Date PBC CONSTRUCTION- 2. Immediate Cure. If the default will materially delay the Work of Contractor or other Subcontractors, Contractor may proceed upon written notice to immediately cure the default at Subcontractor's expense plus 15% for Contractor's overhead and fee, and deduct the cost and any damages due to the Owner or other Contractors or Subcontractors from the Subcontract price. 3. Punch List or Corrective Work. If Contractor notifies Subcontractor of punch list or corrective Work, Subcontractor must complete it within a reasonable time as determined by Contractor. If Subcontractor fails to do so, it shall be in default and Contractor may cure the default as set forth in 8.1 herein. In addition, the Contractor may withhold 2 times the reasonable cost to complete the punch list and/or corrective Work at Subcontractor's expense plus 15% for Contractor's overhead and fee, and deduct the cost and any damages due to the Owner or other Contractors or Subcontractors from the Subcontract price. 4. Non -Complying Work. If Contractor or its agents determine that any portion of Subcontractor's Work -fails to comply with the Subcontract, Subcontractor shall promptly, at its own expense, correct such non -conformity. If Contractor determines it will accept such non -conformity, Contractor may be entitled to an equitable credit for the non- conformity. c. Terminate. If Subcontractor fails to cure the Event of Default, Contractor may: 1. Terminate the Subcontractor by giving Subcontractor three (3) days written notice; 2. Take permanent possession of Subcontractor's material, equipment, records, drawings, and other items intended for the performance of the Subcontract Work (whether or not located on the Project site), which Subcontractor hereby assigns and transfer to Contractor for such purpose; 3. Withhold further payment until the Subcontract Work is completed. At such time, Subcontractor will be entitled to the net remaining unpaid portion of the Subcontract price, after deducting the costs to cure and complete the Subcontract Work, plus 15%, plus any costs and attorney's fees related to the default, cure or dispute resolution. If after deductions the Subcontract price is a negative balance, Subcontractor and it sureties shall be liable for and promptly pay to Contractor the negative balance plus Contractor's costs and reasonable attorney's fees to obtain such payment. Contractor shall have a lien upon Subcontractor's materials, tool, and equipment in Contractor's possession to secure payment thereof. Subcontractor's defense and indemnity obligations to Contractor and any Indemnitee shall survive termination. d. Damages. In addition to other remedies, Subcontractor shall be liable for all damages suffered by Contractor as a result of the Subcontractor's failure to comply with the Subcontract, including any Work schedule provided by Contractor. Remedies include that portion of any liquidated damages by Contractor to Owner pursuant to the Prime Contract and reasonably attributable to Subcontractor's failure to comply. 10.3 Termination for Convenience. a. Owner. If Owner has the right to suspend or terminate the Prime Contract, in whole or in part, for convenience, then the Contractor may suspend or terminate the Subcontract on the same terms and conditions. Subcontractor's rights, obligations and remedies upon suspension or termination for convenience shall be limited to the corresponding rights, obligations and remedies available to Contractor under the Prime Contract. Subcontractor shall not be entitled to any compensation for such suspension or termination except to the extent and in the amount that Contractor receives from Owner with respect to the suspension or termination of the Subcontract Work, and only for executed Work. Subcontractor shall not be entitled to any profits, fees or overhead on Work not performed. 512/18 et 5..,y ` Page 4 of 9 8SubInitialsDateDate CITY OF MAY 11 2018Sjki!4F0X1D% jDJP FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Ig- I -at \ SV 11, b I NL,t A Documented Construction Value: S S 6 S O Job Address: W2 — L13D Tokb0u Historic District: Yes Noz Parcel ID: Residential Commercial Type of Work: Newt Addition Alteration Repair Demo Change of Use Move Description of Work: _ U S T#, ,_ t k(- V N 1' vJ \ i l'} J LT W-0 --g- I(— ENST1-Nu 2 6ATN & - Plan Review Contact Person: Title: Phone: Name Ltb1" e R -Q'? c - Street: 3zZ GD L-DD-0 ST - City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name V05yi\vC Phone: 40:), 5V° 5699 Street: t(-10 ( 1L joWUS CtE'.C.L Fax: t10SITIt1C`jGlkoD •Ca'tc City, State Zip: W tN t62 Ct ZIf-' L 34 W3 State License No.: C AC 191 S 5 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: 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. 1 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 I, 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. Signature of Owner/Agent 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 N1 /r Signature of ntractor/Agent ate P r1 Pc1J'r Print ontractor/Agent's Name Signature of Notary -State of Florida ANNETfE' BLAND 01- Sr Notary P6blic— State of FloridaC,rrissior : GG 170900z.'t.brCorrrr. Expires Jan 16.2022yr:-a;cra'4oaryAssn. Contract o a y nown to Me or Produced 1D 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- January I, 2018 Permit Application PBC CONSTRUCTION— EXHIBIT "A" DESCRIPTION OF WORK Project: Gordon Street Warehouse A&B Subcontractor: Positive Plus Air Conditioning, Inc. Contract Amount: $11,300.00 Scope of Work shall include the furnishings and installation, complete of all: HVAC This shall include, but is not limited to all required labor, materials, equipment and tools, supervision, hoisting, scaffolding, rubbish removal and transportation as required for a complete scope of work. Perform all HVAC SYSTEM installations per plans and specifications provided by PBC. Building A is a design build 1.5 ton split system including ducting, thermostat and all other items for a fully functional air conditioning and heating system. The EOR will need our input on supply and return grilles. Building B is a design build 3 ton split system including ducting, thermostat and all other items for a fully functional air conditioning and heating system. The EOR will need our input on supply and return grilles. SUBMITTALS for all fixtures and equipment are required be submitted for this scope of work. If required by code, Certified Test & Balance by a Third -Party ieeluded. y, &OAA )De Mads oo-+ _ l k c k w;l •.0..,, .s a,r.. + This contract Is "Turn Key" In nature and Is to be constructed as such. Mandatory per OSHA standards to be maintained and enforced at all times. PPE and hardhats required during all phases of construction for all personnel. All workers must have HARDHATS ON AT ALL TIMES while on the jobsite. 1y j L Page 6 of 9 4DaSubInitialsDateteonCtractor IBC CONSTRUCTION — Sheet Name Version Cover Sheet Bid Set A-1 Bid Set A-2 Bid Set Mech Bid Set S-1 Bid Set Sheet Name Version Cover Bid. Set A-1 Bid Set A-2 Bid Set MECH Bid Set S-1 Bid Set EXHIBIT "B" PLANS PAGES 18003 - Gordon Street Warehouse Bid A Date Issued Date Uploaded 1/7/2018 2/22/2018 5:00 13:42 1/7/2018 2/22/2018 5:00 13:42 1/7/2018 2/22/2018 5:00 13:42 1/7/2018 2/22/2018 5:00 13:42 1/7/2018 2/22/2018 5:00 13:42 18003 - Gordon Street Warehouse Bid B Date Issued Date Uploaded. 1/7/2018 2/22/2018 5:00 13:49 1/7/2018 2/22/2018 5:00 13:49 1/7/2018 2/22/2018 5:00 13:49 1/7/2018 2/22/2018 5:00 13:49 1/7/2018 2/22/2018 5:00 13:49 Page 7 of 9 512118 Sub Initials Date co ractor Date A IBC CONSTRUCTION— EXHIBIT "C" PROGRESS PAYMENT AFFIDAVIT STATE OF FLORIDA COUNTY OF orange BEFORE ME, the undersigned authority, personally appeared Naresh Jamwant who, after being by me first duly sworn, deposes and says of his personal knowledge that: DATED: 1. He is the V•P of Positive Plus Air Cond.. Inc. which does business in the State of Florida, hereinafter referred to as 'Subcontractor". 2. Pursuant to a contract with Precision Building Construction. LLC, the Subcontractor has furnished and will fumish labor, materials and/or services for the purpose of improving real property more particularly described as: Gordon Street Warehouse A&S 400 Gordon Street, Sanford, FL 32771 3. This affidavit is executed in accordance with Section 713.06 of the Florida Statutes, for the purpose of obtaining a progress payment in the amount of , which represents the total amount Subcontractor is due from Contractor for this pay period. 4. All lienors under the Subcontractor's direct contract have been paid in full, except for the following listed lienors: NAME OF LIENOR AMOUNT DUE OR TO BECOME DUE FOR LABOR, SERIVCES OR MATERIALS Positive Plus Air Cond., Inc. Company Name By: SWORN TO AND SUBSCRIBED before me this day of 2018, by who is personally known to me or produced as identification and who did/did not take an oath. SEAL NOTARY PUBLIC My Commission Expires: 5/4/17 (j) Sub Initials Date Ctor Date Page 8 of 9 CONSTRUCTION— EXHIBIT "D" FINAL PAYMENT AFFIDAVIT STATE OF FLORIDA COUNTY OF BEFORE ME, the undersigned authority, personally appeared after being by me first duly sworn, deposes and says of his personal knowledge that: DATED: Who, 1. He is the of Positive Plus Air Cond.. Inc. which does business in the State of Florida, hereinafter referred to as "Subcontractor". 2. Pursuant to a contract with Precision Building Construction. LLC, the Subcontractor has furnished and will furnish labor, materials and/or services for the purpose of improving real property more particularly described as: Gordon Street Warehouse A&B 400 Gordon Street, Sanford, FL 32771 3. This affidavit is executed in accordance with Section 713.06 of the Florida Statutes, for the purpose of obtaining a final payment in the amount of which represents the total amount Subcontractor is due from Contractor. 4. All lienors under the Subcontractor's direct contract have been paid in full, except for the following listed lienors: NAME OF LIENOR AMOUNT DUE OR TO BECOME DUE FOR LABOR. SERIVCES OR MATERIALS Positive Plus Air Cond., Inc. Company Name By: SWORN TO AND SUBSCRIBED before me this day of , 2018, by who is personally known to me or produced as identification and who did/did not take an oath. SEAL NOTARY PUBLIC My Commission Expires: Page 9 of 9 5/4/17 Sub Initials Date tractor at IBC CONSTRUCTION— b. Contractor. Contractor may terminate the Subcontract for the Contractor's convenience and without cause at any time by giving written notice. Upon receipt of such notice, Subcontractor shall a) cease operations as directed by the notice; (b) take necessary actions to protect and preserve the Subcontract Work; and (c) except for Subcontract Work directed to be performed prior to the effective date of termination stated on the notice, terminate all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orders. Subcontractor shall be entitled to receive payment from the Contractor for the value of the Subcontract Work executed, and costs incurred by reason of such termination, excluding any profit, fees or overhead for work not performed and less any claims of Contractor against Subcontractor. The amount payable to Subcontractor shall not exceed the Subcontract price. Subcontractor Positive Plus Air Conditioning, Inc. X N 4,1 By Naresh Jamwant State License No. CAC1815165 512/18 AatSubInitialsDateContractor Contractor Precision Bu ng tructt n, LLC X By !4 /LA/YT State License No. CGC1524015 - CGC059391 Page 5 of 9 CITY OF MAY 14 2a SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 18- /2/0 Documented Construction Value: $ / 6 6 SO • 00 Job Address: 6/Ud GOO -Ar, T"'/ Historic District: Yes No 9 Parcel ID: Residential Commercial® Type of Work: Newo , yA, d/ dition AltterationRepairDemoChange of UseMove Description of Work: / tip Aid. e1eCXe'i50y1 Plan Review Contact Person: 1,44AK LAZ A n% Title: Phone: y % y% ' G g Fax: Email: Property Owner Information Name R 'e J( O. -In Phone: I'Z /' 3 6 — 65 91 Street: 3 2 2 G Z'N2o(0,.7 S Resident of property? City, State Zip: 44i:L A? J p c & C -'c Contractor Information Name JG4 C- O/I '` Phone: _32,/(ZOO ^ y Street: Fax: City, State Zip: d7 Z 7 38 State License No.: 2 / 30 s Z SS 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 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. 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: 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. 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 Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID 5-ly-I j Si ure of Contractor/Agent Date Print Contractor/Agent's Name q- to Signature of Notary -State of Flor a Date ANNETTE M BLAND 7 7 %NotaryPublic - S:ate of Florida 4:k Cornmissicr = GG 170900 My Corr-. _:;res Jar. 16.2022 Contractor/ - ` iii wn%p Me or Produced ID Type of lD 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 Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised. January I, 2018 Permit Application CITY -OF" 1R._ FIRE .DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: t9l" 2rC) &Lt Documented Construction Value: $' i- l 2o o Job Address: 400-430 Gordon St Sanford 32771 Historic District: Yes No Parcel ID• 27-19-30-504-0000-0040 Residential[] Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Install of plumbing for RR's in 2 new warehouses Plan Review Contact Person: Phone: Fax: Title: Email: Property Owner Information Name Red Lion Properties, FL LLC Street: 322 Gordon St City, State Zip: Sanford 32771 Name R E Martin Plumbing INC Street: 1445 Dolgner PL #13 City, State Zip: Sanford 32771 Phone: Resident of property? : Yes Contractor Information Phone: 407-786-8766 Fax. N/A State License No.: CFC1427436 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Fax: 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. 1 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: 6t° Edition (2017) Florida Building Code Revised: Janunry 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 plats 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. 4", — Signature of Owner/Agent Date Signature of Contractor/Agent 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 7 U46/l.7' / "(AR-'L/ fly Print Contractor/AeeWs Name S IIr lg lr)gnn olary-State ofFkwa Martin Date 11JtY' f` I NOTARY PUBLIC STATE OF FLORIDA tet Comm# GG088403 E 19 e Eltplres 3/29/2021 Contractor/Agent is .J P ly Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application SEMINOLE COUNTY BU:SINESS.;TAX R E• y°°' EIPT ° JOEL M. GREENBERG, SEMINOLE COUNTY T.AXJCOLLECTOR- PO BOX 630 SANFORD, FL.32772.• ""-',407=66°54000 . ? WWW.SEMI,NOLE000NT•Y.TAX VALID THROUGH •09/30/18 ° R E MARTIN PLUMBING, INC Account #:158660 ° 2440 WESTWOOD DR ,= ; LONGWOOD, FL 32779 r REGULATED JUANITA P MARTIN-DIAZ (OFFICER) " •:,:License #•- CFC1427436 Qualifier- R E" MARTIN PLUMBING INC Receipt #: 50242017092600414-Amou°rnt-_Paid $.45.00 Date Pa:id:•09/26/201'7 RICK SCOTT, QOVFRNQR, DEPAR1 KEN I. AWSON$ SECRETARY STIATE OF. 010A IAEIVT OF DOWN E89-A_ND- ROFESSIONAL REGVU -,ATIOR , - ON TI U TI N'•INnUBTRY- I.IC'BNl31N( BOAiiD - • The P LUMBI t4med.below IS CERTIFIED. Uig er the provlslons of Chaptgr 488 FS. data; 31 2018Expiration -AUG BE MARTIN,,"ROBERT ELLIS III•: R: E, MARTIN, PLUMBINGI1 : P:684X• 161088: '- t ALTAMQNTE'SP4S "RL-32716 '" ,°` ." IjIj 4 i: i '` y' ti•. •t T,t., •, ) ' Y .4 _ r'1. .. s Jf s• ..i t. ,, ISSUED: 08/13/2018 DISPLAY AS REQUIRED BY LAW IDEA 0 L•1606130000648 ACORU® CERTIFICATE OF LIABILITY INSURANCEF DAT E (MMIDD/YYYY) 05/15/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME: Dawn Bennett Gentry Insurance Agency AH cONN Exit: (407)886.3301 FAXAIC o): ( 407)886-9530 L -MAILS: Dawn@Gentryins.comADDRE 175 East Main Street INSURERS) AFFORDING COVERAGE NAIC ePOBox2046 APOPKA FL 32704-2046 INSURERA: Southern -Owners Ins. Co. 10190 INSURED INSURER 8: Auto -Owners Ins Co 18988 R E Martin Plumbing, Inc. INSURER C . Bridgefield Employers Ins. Co. 10701 PO Box 161088 INSURER 0: INSURER E : AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY ALTOS HIRED NON -OWNED AUTOS ONLY ALTOS ONLY INSURER F: Altamonte Springs FL 32716-1088 COVERAGES CERTIFICATE NUMBER: 18-19 WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE AVUL INSD WWII WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MMIDDA'YYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE D OCCUR 074682-72702785 12/05/2017 12/05/2018 EACH OCCURRENCE s 1,000,000 PREMISES Ea occurrence) s 300'000 MED EXP (Arry oneperson) s 10,000 PERSONAL& ADV INJURY s 1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER. RPOLICY D JETO. LOC OTHER: GENERAL AGGREGATE s 2.000'000 PRODUCTS-COMP/OPAGG $ 2,000,000 s g AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY ALTOS HIRED NON -OWNED AUTOS ONLY ALTOS ONLY 4737353300 09/05/2017 09/05/2018 COMBINED SINGLE LIMIT s 1,000,000Eaaccident BODILY INJURY (Pet person) $ BODILY INJURY (Per acadent) S PROPERTY DAMAGE sPeraccident MEXCEUMBRELLA LIAR SS UAB X OCCUR CLAIMS -MADE 4727064000 12/05/2017 12/05/2018 EACH OCCURRENCE 5 1.000,000 AGGREGATE S 1.000,000 DED I X RETENTION $ 5,000 S C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBEREXCLUDED? El Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS tallow N/A 830-52135 01/02/2018 01/02/2019 XSTATurE ERH. E L. EACH ACCIDENT S 500'000 E L DISEASE - EA EMPLOYEE S 500,000 E L DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) FOR INFORMATIONAL PURPOSES ONLY' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN R E Martin Plumbing Inc. ACCORDANCE WITH THE POLICY PROVISIONS. P O Box 161088 AUTHORIZED REPRESENTATIVE Altamonte Springs FL 32716 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD CITY OF SkNllORD FIRE DEPARTMENT MAY 1 6 X018 Building & Fire Prevention Division PERMIT APPLICATION Application No: I U Documented Construction Value: $ Zoo Job Address: 400-430 Gordon St Sanford 32771 Historic District: Yes NoFv_(] Parcel LD: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New[Z] Addition Alteration Repair Demo Change of Use Move Description of Work: Install of plumbing for RR's in 2 new warehouses Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Red Lion Properties, FL LLC Phone: Street: 322 Gordon St Resident of property? : Yes City, State Zip: Sanford 32771 Contractor Information Name R E Martin Plumbing INC Phone: 407-786-8766 Street: 1445 Dolgner PL #13Fax: N/A City, State Zip: Sanford 32771 State License No.: CFC1427436 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 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 POUR 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: 6" Edition (2017) Florida Building Code Revised: January I, 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 tithe 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. 7vz S—. / — /ke rwe Signature of O,wmedAgent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 A 1 L Print Contractor/. gent's Name 19 tgiia otary-State of F1or tgr,t Ktrinderly Martin Date NOTARY PUBLIC c STATE OF FLORIDA n Comm# GG088403 Expires 3/29/2021 Contractor/Agent is J Pe s ly Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plurnbinb Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application CITY OF WS.kNFORD FIRE DEPARTMENT Building & Fire Prevention Division APR 3 0 2018 PERMIT APPLICATION Application No: - N O Ullb- N/ 2oc.T Documented Construction Value: $ 1 OO Job Address: qC0 C10,'iz1%CV-I SI IZE E->- Historic District: Yes No® Parcel ID: 2. r7 • 19 - M - rOq - ado • 00 YQ Residential Commercial® Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ki x e Ar-hitect/Engineer Information Name: PA, Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: X/A Mortgage Lender: /V 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. 1 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 I, 2018 Permit Application Plan Review'Contact Person: Title: ' Phone: 4CE7 - 9 47 ` tfDI9 Fax: Email: A. M Property Owner Information Name I<' --.d 1,16*1 LLC Phone: 3.2-1 (off Q C5 Street: r=.2ppo.-coo•.. r- t -- Resident of property? : / City, State Zip: A A FL. Z r77 J Contractor Information Name : 1 b+-ct Sc- iUy- Phone: `? ' S/q any q2 Street: t'Loo 4E*«C l Sk. 10 Fax: -' City, State Zip: 0, ei-•.- t FE 3Z 60M., State License No.: CCI 15 p X10 S Ar-hitect/Engineer Information Name: PA, Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: X/A Mortgage Lender: /V 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. 1 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 I, 2018 Permit Application r, 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. Tliti actual construction value will be figured based on the current ICC Valuhtibn•Table,iti effect at the time tie 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 AFFIDAtVIT: I certify that all of the foregoing information is accurate and that all work will be don Co ance with all applicable'1•aws regulating construction a zoni . t TW Y 1. 1 iI i• .`3 IV 1 Signature of Owner/Ageni Date S ature of Contractor/Agent Date Print Owner/Agritt's Name Print tractor/Agent's Name Af Y` . Signature of Notary -State of Florida Date Signature of No gf4;lorida rrMYCOMMISSIONU 56648 EXP,IRE,S: February 25 2019 goaded Thru Notary public Underwriters t Owner%Agent is Personally Known to Me or Contrac4or/Xgent is Personallq Known to Me or Produced ID Type of ID '. .. Produced-lla ' ' Type. ofID 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 APPROVALS: ZONING: UTILITIES: ENGINEERING: J5- I IaF1RE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: f ! Revised: January I, 2018 Permit Application BUILDING PLANS PARCEL I.D. # 27-19-30-504-0000-0040 FOR GORDON STREET WAREHOUSE ENGINEER: RC ENGINEERING, LLC 2381 CREST RIDGE COURT SANFORD, FLORIDA 32771 TELEPHONE: (407) 474-9181 FAX: (407) 328-5397 E-MAIL: nck@rcengtneenng.cc CONTACT: RICK CASTILLO. P.E. PROJECT MANAGER: JHR CONSULTANTS, INC. 478 EAST ALTAMONTE DRIVE. SUITE 162 ALTAMONTE SPRINGS, FLORIDA 32701 TELEPHONE:(407) 262-9176 FAX: (407) 262-9170 E-MAIL: jackreynolds@embargmail.com CONTACT: JACK REYNOLDS SURVEYOR: DONOGHUE CONSTRUCTION LAYOUT 711 TURNBULL AVE ALTAMONTE SPRINGS, FL 32701 TELEPHONE (321) 248-7979 E-MAIL: info@dclayout.com CONTACT: RYAN DONOGHUE BUILDING A 400 GORDON STREET PREPARED FOR: RED LION PROPERTIES, LLC 322 GORDON STREET SANFORD, FLORIDA 32771 TELEPHONE (321) 363-6981 E-MAIL: redlionbuys@gmail.com o..l.r rvin yr mn.l, dMrlf F0.1 I Mr Mos'NG n9U4 - C I5.00 S.F LOT 7 I P14lSE I a 6S.F. ` .ol 5830 i LFTt&i i lmulf-------- ARCHITECTURAL SITE PLAN APPLICABLE CODES 20, 7 6th ed. FLORIDA BUILDING CODE (BUILDING) 2017 6th ed. FLORIDA BUILDING CODE (PLUMBING) 2017 6th ed. FLORIDA BUILDING CODE (MECHANICAL) 2017 6th ed. FLORIDA BUILDING CODE (ACCESSIBILITY) 2017 6th ed. FLORIDA BUILDING CODE (ENERGY CONSERVATION) 2017 61h ed. FLORIDA FIRE PREVENTION CODE 2014 NATIONAL ELECTRICAL CODE ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES & ORDINANCES WILL APPLY DESIGN CRITERA CONSTRUCTION TYPE, TYPE 11 B. UNPROTECTED. NON FIRE SPRINIQED SINGLE STORY BUILDING NON COMBUSTIBLE BUILDINGHEIGHT- 15 SAVE HEIGHT. MIXED OCCUPANCY CLASS: BUSINESS (8) AND STORAGE (S•2) SINGLE TENANT BUILDING OCCUPANCY LOAD FOR ENTIRE BLDG. BUSINESS 360 SF/100 = 4 PEOPLE WAREHOUSE 500 GROSS S.FJ PERSON 5.0401500 = 10 PEOPLE OCCUPANCY LOAD = 14 PEOPLE r— pERMIT # INDEX OF DRAWINGS UTILITY COMPANIES CS SERVICE LOCATION CONTACT WATER & SEWER CITY OF SANFORD RICHARD BLAKE 4 ELEVATIONS P.O. BOX 1788 407) 688.5101 SANFORD, FL. 32772 SOLID WASTE WASTE PRO LAURA ARDIS W 2101 W. S.R. 434 407) 774-0800 J LONGWOOD, FL. 32779 TELEPHONE: AT&T MARTIN NOSIE i ji 132 COMMERCE WAY 407) 327-0447 SANFORD. FL. 32771 ELECTRICAL POWER: FLORIDA POWER & LIGHT JOHNNY WILSON LOT 4 GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 AND 48 P.O. BOX 2149 407)328-1922 SANFORD, FL. 32772 GAS: FLORIDA PUBLIC UTILITIES MICHELE MEDINA 450 S0. RICHARD BEALL BLVD 386) 668-2600 DEBARY,FL. 32713 CABLE. BRIGHTHOUSE NETWORKS MARVIN USRY 100 GORDON STREET 407) 291.2500 SANFORD. FL. 291.2500 FIBER OPTIC: LEVEL 3 COMMUNICATIONS SONNY JAROCK 1025 ELDORADO BLVD. MAPPING COORDINATOR BROOMFIELD. CO. $0021 877) 366-8344 OR 720)888-3151 BUILDING A 400 GORDON STREET PREPARED FOR: RED LION PROPERTIES, LLC 322 GORDON STREET SANFORD, FLORIDA 32771 TELEPHONE (321) 363-6981 E-MAIL: redlionbuys@gmail.com o..l.r rvin yr mn.l, dMrlf F0.1 I Mr Mos'NG n9U4 - C I5.00 S.F LOT 7 I P14lSE I a 6S.F. ` .ol 5830 i LFTt&i i lmulf-------- ARCHITECTURAL SITE PLAN APPLICABLE CODES 20, 7 6th ed. FLORIDA BUILDING CODE (BUILDING) 2017 6th ed. FLORIDA BUILDING CODE (PLUMBING) 2017 6th ed. FLORIDA BUILDING CODE (MECHANICAL) 2017 6th ed. FLORIDA BUILDING CODE (ACCESSIBILITY) 2017 6th ed. FLORIDA BUILDING CODE (ENERGY CONSERVATION) 2017 61h ed. FLORIDA FIRE PREVENTION CODE 2014 NATIONAL ELECTRICAL CODE ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES & ORDINANCES WILL APPLY DESIGN CRITERA CONSTRUCTION TYPE, TYPE 11 B. UNPROTECTED. NON FIRE SPRINIQED SINGLE STORY BUILDING NON COMBUSTIBLE BUILDINGHEIGHT- 15 SAVE HEIGHT. MIXED OCCUPANCY CLASS: BUSINESS (8) AND STORAGE (S•2) SINGLE TENANT BUILDING OCCUPANCY LOAD FOR ENTIRE BLDG. BUSINESS 360 SF/100 = 4 PEOPLE WAREHOUSE 500 GROSS S.FJ PERSON 5.0401500 = 10 PEOPLE OCCUPANCY LOAD = 14 PEOPLE r— pERMIT # INDEX OF DRAWINGS BUILDING PLANS CS 1 I COVER SHEET S-1 2 FOUNDATION PLAN A-1 3 FLOOR PLAN A-2 4 ELEVATIONS MECH 5 ELECTRIC, PLUMBING & HVAC PLAN N W STATE ROAD 46 SITE GORDON STREET c W p J Q y i ji ST. JOHN PARKWAY LOCATION MAP LEGAL DESCRIPTION LOT 4 GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 AND 48 OF SEMINOLE COUNTY FLORIDA EXPERIENCED CONTRACTOR FAMILIAR WITH THIS TYPE OF CONSTRUCTION AND THE FLORIDA BUILDING CODE. 2010 EDITION. THE GENERAL CONTRACTOR AND HIS SUB CONTRACTORS SHALL CAREFULLY STUDY AND COMPARE CONSTRUCTION DOCUMENTS FURNISHED BY THE ENGINEER AND THE OWNER PRIOR TO START OF CONSTRUCTION. ANY ERRORS. INCONSISTENCIES OR OMISSIONS DISCOVERED DURING PLAN REVIEW OR CONSTRUCTION SHALL BE REPORTED TO THE DESIGN PROFESSIONAL IMMEDIATELY. ANY FAILURE TO REPORT OFFICE ERMOCRATES E. CASTILLO. P.E. FL REG k 52590 w O 1: I. - LUcr w w aa ow30cn— w000 ai030 U Z (7 00 0 LLZ 0 V) 0 DATE. U a DATE. 01/07/18 SCALE: NTS DRAWN, JHR APPROVED: RC SHEET NAME: DATE C S SHEET: 1 OF 5 Overhead service up to 70'From A00** existing FPL Power Pole FIFTH STREET Temporary pole and meter N w 40 Vj* SCALE' »=4.0' STRUCTURAL LOADS MAIN WIND FORCE RESISTING SYSTEM POSITIVE PRESSURE = 24.0 PSF NEGATIVE PRESSURE _ —19.5 PSF WALL COMPONENT & CLADDING PRESS.: POSITIVE PRESSURE = 41.6 PSF NEGATIVE PRESSURE _ —50.5 PSF DOOR & WINDOWS PRESSURES MORE THAN 3' FROM CORNERS WIND UPLIFT LOAD = 49.0 PSF WALL COMPONENT & CLADDING PRESS.: POSITIVE PRESSURE = 41.6 PSF NEGATIVE PRESSURE _ —53.1 PSF DOOR & WINDOW PRESSURES LESS THAN t FROM CORNERS WIND UPLIFT LOAD = 49.0 PSF TYPE OF CONSTRUCTION: 11-B OCCUPANCY LOADq WIND • :0 MPH WIND PRESSURE LOAD* 43.2 PSF FLOOR LIVE LOAD6 ROOF LIVELOAD: SEISMIC • . I •: RISK CATEGORY. CONTAINER PLANS FOR: Mobile Modular FLORIDA BUILDING CODE, STH EDITION (2014): This code includes the Florida Building Code, Accessibility as Chapter 11.) This code includes the 5th Edition FBC Building, Mechanical, Plumbing, FuelGas and Energy Conservation Volumes. CAUTION: Please confirm the applicable editions of Referenced Standards by checking the "Referenced Standards" Chapter of each code Volume and also any issued Supplements. (i.e.: FBC, Building Chapter 35; FBC, Plumbing Chapter 13; FBC, Mechanical Chapter 15; FBC, Fuel Gas Chapter 8, FBC, Energy Conservation Chapter 6.) (Effective June 30, 2015) Florida Fire Prevention Code, 5th Edition (FFPC): (This code also includes the Florida versions of NFPA 1 and NFPA 101.) (Effective December January 1, 2015) NOTE: The above listing is not considered to be all inclusive as there may be other building code requirements pertaining to your specific project. NOTICE " THESE DOCUMENTS WILL NO LONGER BE VALID 21 DAYS AFTER THE DATE SIGNED VALID THRU : 04-01-2016 7D p. wftA1.V-r1=F.N 1Fx1);P1 MODULAR PLANS DESIGN, CO. 1074 S. FLORIDA AVE SURE 201 PH: 663466.1034 LAKELAND'FLORIDA FA%: t67EE6711E 338034WI MODULARiUWS®TAWABAY.RR COM BUILDING CODES FLORIDA BUILDING CODE, 5TH ED. (2014) FLORIDA MECHANICAL CODE. 5TH ED. (2014) FLORIDA PLUMBING CODE, 5TH ED. (2014) 2011 NATIONAL ELECTRIC CODE FLORIDA FIRE PREVENTION CODE, 5TH ED. FLORIDA ACCESSIBILITY CODE, 5TH ED. FLORIDA ENERGY EFFICIENCY CODE, 5TH ED. 2009 EPCOT BUILDING CODE 2009 EPCOT ACCESSIBILITY CODE CONSULTING ARCHITECT THOMAS L. MELTON FLORIDA # AROO17033 DRAWING INDEX C1 COVER SHEET Al FLOOR PLAN A2 ELEVATIONS A3 FRAMING PLAN A4 CROSS SECTION A5 TIE -DOWN CALCULATIONS CONSULTING ARCHITECT THOMAS L. MELTON FLORIDA # AROO17033 OI 1 TON HVAC UNIT W/ HEAT 00 I 125 amp Panel 120/240 v., 1 0 GENERAL NOTES: 1. BUILDING SHALL BE LOCATED A MINIMUM DISTANCE FROM KNOWN OR ASSUMED ADJACENT PROPERTY LINES PER APPLICABLE BUILDING CODES. 2. REQUIRED RESTROOM FACILITIES MUST BE PROVIDED ON SITE IN AN ADJACENT BUILDING IN ACCORDANCE WITH THE APPUCABLE BUILDING CODES & SUBJECT TO LOCAL INSPECTION. 3. BUILDINGS SHALL NOT INCLUDE ANY HAZARDOUS MATERIALS. 4. ALL STRUCTURAL DIMENSIONS ARE ;1/16" UNLESS NOTED OTHERWISE. ALL FIXTURE DIMENSIONS ARE ;3" UNLESS NOTED OTHERWISE. 5. THE OWNER IS RESPONSIBLE FOR MEETING HANDICAP ACCESSIBILITY REQUIREMENTS. 6. FOUNDATION SYSTEM AND SOIL BEARING PRESSURE FOR SPECIFIC SITE IS TO BE PER RECOMMENDATION BY A LOCAL SOILS ENGINEER AND IS THE RESPONSIBILITY OF THE OWNER. 7. ALL DOOR AND WINDOWS FRAMES WILL ACT AS OWN HEADER. 8. ALL WELDING TO CONFORM TO AWS/AISC STANDARDS. 9. OWNER IS RESPONSIBLE FOR CONFORMING TO ALL BUILDING CODE REQUIREMENTS OF LOCAL JURISDICTION WHICH PERTAIN TO THE SPECIFIC SITE OR WHICH ARE NOT SPECIFICALLY NOTED IN THESE PLANS. 10. ALL STRUCTURAL STANDARDS SET BY THESE PLANS ARE TO BE CONSIDERED TO MINIMUM ACCEPTABLE STANDARD AND MAY BE EXCEEDED WITHOUT RESUBMITTAL. 11. ALL DOORS BETWEEN AIR-CONDITIONED SPACES & UN-AIRCONDTTONED SPACES MUST BE WEATHERSTRIPPED. 3' 16 GA. STEEL WALL PANELS 3 1) LAYER 7/8" SUBSTR HEAVY DUTY STEEL / a CONTAINER DOORS. 2 6 GA. STEEL WALL PANELS 20'-0" FLOOR PLAN SCALE: 1/4" = F-0" ELECTRICAL LEGEND DUPLEX RECEPT 0 16" A.F.F DUPLEX RECEPT 0 42" A.F.F. RECEPT 220 VOLT SWITCH V PHONE JACK ® 42" A.F.F. p PHONE JACK ® 16" A.F.F. 0 THERMOSTAT INCANDESCENT LIGHT 60W. MAX. WATER PROOF PORCH LIGHT 60W. MAX. PHOTO CELL NOTICE " THESE DOCUMENTS WILL NO LONGER BE VALID 21 DAYS AFTER THE DATE SIGNED VALID THRU : 04-01-2016 QEXHAUST FAN EXHAUST FAN / LIGHT EMERGENCY LIGHT J BOX FOR MANUAL PULL STATION 10" X 10" SUPPLY AIR REGISTER 12" X 12" RETURN AIR GRILLE EMERGENCY EXIT LIGHTING FLORESCENT FIXTURE 87.6W. MAX. ELECTRICAL PANEL "A" SIZING DESCRIPTION: 0035 KW SF X M SF X 1.25 M RECEPTS 0 180 VA / 1000 _.72 EMAX HEATER 0 6.5 KW -- FAN 0 .3 KW X 1.25 -- HVAC 5.3 TOTAL &ILKW TOTAL / 240 X 1000 28.00 A INSTALL j.L5 AMP PANEL 120 / 240V 10 ELECTRICAL SCHEDULE Digitally signed bN CIRCUIT NOMENCLATURE BREAKER AMPS) ORE SIZE CU. NM. W G. 1 & 3 HVAC 30 A 2P 10-2 2 LIGHTS 20A 1P 12-2 4 RECEPTS. 20A 1P 12-2 a crtetiia 1.1=A010980000001 ALL PORTABLE APPLIANCES, INCLUDING W/H TO HAVE DISCONNECT IF NOT WITHIN VIEW OFF ELECTRIC PANEL MOBILE -MODULAR 8' CONTAINER PLANS FLOOR PLAN MODULAR PLANS DESIGN, CO. MP COl l l any 1074 5. FLoaW AVE. STATE 201 PK 863.6 .105/ LAKMAND. FLOWDA FAX 8634WTI IS 33603.6001 M000IAMANS®TAMPASAYPACOM CONSULTING ARCHITECT THOMAS L. MELTON FLORIDA # AR0017033 Digitally signed bN Thomas L Melton \ DN: c=US, o=ldenTrt ACES Unaffiliated Individual, cn=Thom e : L Melton, AFMIToss 0.92342.19200300.1 a crtetiia 1.1=A010980000001 ISC734510000E608 Date: 2016.03.11 1356:55 -05'00' DATE: 09-15-2015 DRAWN: R.C.S. JOB M 8'X20' -COMBO. SHEET NO. Al 6 nil . v ^ A ^I 1T1-171 P•I Ali 18 GA_ STAMPFO ROOF RAIL. 19 rA. END FRAME 1E R. 16 GA. STEEL WALL PANEL i GA. STEEL CORNER OST ND FRAME BASE. DOOR END ELEVATION SCALE: 1/4" = 1'-0" SIDE ELEVATION SCALE: 1/4" = V-0" NOTICE " THESE DOCUMENTS WILL NO LONGER BE VALID 21 DAYS AFTER THE DATE SIGNED VALID THRU : 04-01-2016 MOBILE -MODULAR 8' CONTAINER PLANS ELEVATIONS 16 GA. STEEL WALL PANEL 12 GA. STEEL CORNER POST 12 GA. END FRAME HEADER. 16 GA. STEEL WALL PANEL 12 GA. STEEL CORNER POST 4" X 7GA. END FRAME BASE. END ELEVATION SCALE: 1/4" = F-0" MODULAR PLANS DESIGN, CO. MP com all 1014 S. FLORIDA AVE. SL01E 201 Flt 6634661054 LAKELAND. FLORIDA FAX 6614661116 336034001 MODUTAWLANSOTAMFAW RR.COM CONSULTING ARCHITECT THOMAS L. MELTON FLORIDA # AR0017033 Digitally signed b Thomas L Melton ON: c=US, o=ldenTru y s L. yF ACES Unaffiliated o< <a Individual, cn=Thom. LMelton, 00t1D33 : 09.2342.19200300.11 RFo ac 1.1=A010980000001 015C734S10000E608 Oa57.,0313:57U3 -05'00' 05' 001/ DATE: 09-15-2015 DRAWN: R.C.S. JOB #: 8'X20' -COMBO. SHEET NO. A2 12 GA. END FRAME HEADER. F RAIL. BASE FRAMING PLAN SCALE: 1/4" = I'-0" 7" Y 7(:0 OIITFR 4" X 16GA. FLOOR JOIST (TYP.) 4" X 7GA. END FRAME BASE. RAIL. ROOF FRAMING PLAN SCALE: 1/4" = F-0" NOTICE " THESE DOCUMENTS WILL NO LONGER BE VALID 21 DAYS AFTER THE DATE SIGNED VALID THRU : 04-01-2016 MODULAR PLANS DESIGN, CO. 18 GA. STAMPED ROOF PANEL (TYP.) 12 GA. END FRAME HEADER. MP Com an 1074 S. FLORIDA AVE. SIR7E 201 PIC 8634MI054 WCELAND. FLORIDA FAX$53.00-711e 73803-5001 41..LARPIANSOTAMPABAY RR.COM CONSULTING ARCHITECT THOMAS L. MELTON FLORIDA # AR0017033 12 GA. STEEL CORNER POST n 0 V ^A !11 ITr P9 P A11 1 R (;A STAMPFn RC)nF E CROSS SECTION "A" SCALE: 1/4" = V-0" 12 GA. END FRAME GA. STEEL WALL 1NEL 1119111-.192a1Z9191w i GA. STEEL CORNER DST 16 GA. STEEL WALL PANEL X12 GA. STEEL CORNER POST 4" X 7GA. END FRAME BASE. CROSS SECTION "B" SCALE: 1/4" = V-0" NOTICE " THESE DOCUMENTS WILL NO LONGER BE VALID 21 DAYS AFTER THE DATE SIGNED VALID THRU : 04-01-2016 MODULAR PLANS DESIGN, CO. MP Com all 1074 S. FLORIDA AVE. SUITE 201 PIt 557455.10,41 L.AKELAND. FLORIDA FAK ee}55671,5 775015001 MOO ULARPLAMOTAMPASAY.RFLOOM CONSULTING ARCHITECT THOMAS L. MELTON FLORIDA # AR0017033 T. MAXIMUM WIND SPEED 180 MPH. PER ASCE-7-10 ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB. CAPACITY AND SHALL BE INSTALLED IN ACCORCANCE WITH THEIR APPROVAL T. N PLAN 1-01, 41 9 o x 2 a CONSULTING ARCHITECT THOMAS L. MELTON L FLORIDA # AR0017033GROUNDANCHORDETAI SCALE: 1/2" = 1'-0" MOBILE MODULAR 8' CONTAINER PLANS TIE -DOWN PLAN LMODULAR PLANS DESIGN, CO. Mp Com all ,0 W746FoOA AVE am 101 PK8634WI054 LAKEIAND. FLORIDA FAX $534!N„8 13003400, MODULAMANS®TAMPABOWPA00M Digitally signed b Thomas L Melton eocs o DN: c=US,o=ldenTru 9 L q. o ACES Unaffiliated ate `•i • Individual, cn=Thoma z —•— : LMelton, A1t0M17033 : 0.9.2342.19200300.10 Q+, • iF, e 0.1.1=A010980000001 BRED AR SO15C734510000E Date:2016.03. 1171357:32.OS'OO' DATE: 09-15-2015 DRAWN: R.C.S. 1 JOB M 8'X20' -COMBO. SHEET NO. I INSPECTION SEQUENCE BP# 1&2040 ADDRESS: 400 Gordon Street BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com' 1) 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 ft,kC,TR.ICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final R r 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 f1V;LO'-IANI'CAL 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 Mechanical Final LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: (; - I I - 18 I hereby name and appoint: LA g:d L A P l,p"r an agent of. 0*0 pq'0pE2-T1*S' LLC 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): 9" The specifiqpermit and application for work located at: Q00AV9 0 44%W&J S"r S A N FOriO Expiration Date for This Limited Power of Attorney: e? S /of 170 l 4 License Holder Name: 'qH A &aE M - t fie State License Number: Signature of License Holder: W(!, 1-2-S 01761 to STATE OF FLORIDA COUNTY OF 5(rrY1 INOL4,; The fo;egoing instrument was acknowledged before me this day of A Pry 200 , by who is. aersonally known to me or o who has produced as identification and who did (did pot) take an oath JO A.'LUCARELLI MY COMMISSION N FF921719 or EXPIM:Ogoba 08, 2019 Rev. 08.12) Print or type name Notary Public - State of Yl. Commission No. Vfn.),%'Uq My Commission Expires:' INSPECTION SEQUENCE BP# 18-1210 ADDRESS: 400 Gordon Street BUILDING PERMIT Min Max Inspection Description 10Footer / Setback 10Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell 20Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame 40 Insulation Rough Firewall Screw Pattern 50 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 10 Electric Ceiling Rough 20 Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final MECHANICAL PERMIT r Inspection Description Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 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 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000358 BUILDING PERMIT NUMBER: 18-10000358 DATE: April 10, 2018 37 f / 0 c,v dr7_'M UNIT ADDRESS: GORDON ST 400 27-19-30-504-0000-0040 q:z_' l TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: RED LION PROPERTIES ADDRESS: 320 GORDON ST STE 105 SANFORD FL 32771 LAND USE: WAREHOUSE W/ OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 400 GORDON STREET / WHSE A / OFFICE NOT EXCEEDING 10% FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL Warehousing* ISSUANCE OF A BUILDING PERMIT. 358.00 5.400 1000gsft 1,933.20ROADS-COLLECgORS N/A TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES Warehousing* MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR 00 5.400 1000gsft .00 FIRE RESCUE N/A OF OQCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. AMOUNT DUE 1,933.20 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. Q 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 OQCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW RULESHE EGOVERNNINGSAPPEALSTHE CODE. COPIESEOF MAYNBE PPICKEDEUUP, ORE REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY 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 POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF adl 6 201a Building & Fire Prevention DivisionSANFORDµaR PERMIT APPLICATION FIRE DEPARTMENT Application No: h Documented Const' ructidh Value: $ 750,000.00 1 - Job Address: 400 Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel TD: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Title: MMBR Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com Property Owner Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. Resident of property? : No City, State Zip: Sanford, FL 32771 Contractor Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. Fax: City, State Zip: Sanford, FL 32771 State License No.: CBC 1259796 Architect/Engineer Information Name: RC Engineering, LLC. Phone: (407) 262-9176 Street: 2381 Crest Ridge Court Fax: (407) 262-9170 City, St, Zip: Sanford, FL 32771 E-mail: Jackreynolds@embargmail.com Bonding Company: Address: Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 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. 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. 1 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 appliution and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January I, 2018 . Pennn 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 pennit 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 pen -nit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. Signa`f wner/Agent Date Signature of Contractor/ gent Date 5 i7 a N?—a IM . W M IM,U, Print Owncr/Agent's Namc Signature of, On Notary Public State of Florida e t ; Derrick Cherne My Commission GG 068794 a p Expires o2/07/2021 - Re i cl 04;%45 c,r J Print Contractor/Agent's amc Signature Pop_ Notary Public Stets of Florida r t Derrick Chen* My Commission GG 068794 wdF Expires 02107/2021 a Owner/Agent is V Personally Known to Me or Contractor/Agent is — Personally Known to Me or Produced TD Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building E]--l—lectrical EJ,, Ivrechanical Q-- Plumbing© -"bas Roof Construction Type: ,,2 Occupancy Use: 5 Flood Zone: 17 Total Sq Ft of Bldg: r4r)-t1 Min. Occupancy Load: /Y # of Stories: //pAj--'_ New Construction: Electric - # of Amps 900 Plumbing - # of Fixtures (p Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads ( ` Fire AI m Permit: Yes No UTILITIES: J(0 WASTE WATER: FIRE: BUILDING: _ h Revised: January I, 2018 Permit Application SXKF0RD'J') w 2`` Building & Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT < ! — Application No• Documented Construction Value: $ 750,000.00-at =JI)r. ac,O Job Address: 400 Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel ID: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Phone: (407) 421-0450 Fax: Name Red Lion Properties LLC Street: 322 Gordon St. Title: MMBR Email: Leecrestoffice@gmail.com Property Owner Information City, State zip: Sanford, FL 32771 Phone: (407) 421-0450 Resident of property? : NO Contractor Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. City, State zip: Sanford, FL 32771 Name: RC Engineering, LLC. Fax: State License No.: CBC1259796 Architect/Engineer Information Street: 2381 Crest Ridge Court City, St, zip: Sanford, FL 32771 Bonding Company: Address: Phone: (407) 262-9176 Fax: (407) 262-9170 E-mail: Jackreynolds@embargmail.com Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 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 pen -nit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 pen -nits 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 one in compliance with all applicable laws regulating construction and zoning. Signe f Owner/Agent Date Signature of Contractor/ gent Date ShI A NZ-` IM . I ge \scl L%es g c c) Print Owner/Agent's Name Print Contractor/Agcnt's\f4amc It fo l!/ Signature of Signature o: i< Pcbk Notary Public State of Florida o`er o Notary Public State of FloridaDertidtCherne ? Derrick ChemoMyCommissionGG069794 Expires 02/01/2021 My commission GG 069794 or n Expires 02/01/1021 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced TD 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTEWATER: BUILDING: Revised: January 1, 2018 Permit Application CITY OF S FOrNO-1 I FIRE DEPARTMENT , n A --• 201` Building & Fire Prevention Division PERMIT APPLICATION Application No: 1I-/a.,D Documented Construction Value: $ 750,000.004-A = a,o Job Address: 400 Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel TD: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 2,buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person. Shanze M. Lee Title: MMBR Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com Property Owner Information n Name Red Lion Properties LLC Street: 322 Gordon St. City, State Zip: Sanford, FL 32771 Name Red Lion Properties LLC Street: 322 Gordon St. City, State Zip: Sanford, FL 32771 Phone: (407) 421-0450 _ _ D Resident of property? : No Contractor Information Phone: (407) 421-0450 Fax: State License No.: CBC 1259796 Architect/Engineer Information Name: RC Engineering, LLC. Street: 2381 Crest Ridge Court City, St, Zip: Sanford, FL 32771 Bonding Company: Address: Phone: (407) 262-9176 Fax: (407) 262-9170 E-mail: Jackreynolds@embargmail.com Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 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: 61" Edition (2017) Florida Building Code Revised: January I, 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 one in compliance with all applicable laws regulating construction and zoning. Signa f Owner/Agent Date Signature of Contractor/ gent Date 5L CA C.1 J Print Owner/Agcnt's Name Print Contractor/Agcnt's amc Signatureof S t Signature o n*r'vti Nota= Zm da -ow 00 Notary Notary Public State of Florida Der ?° Derttdt Chemo My 4 My Commission GG 066794dExpi ora Explros02/01/2021 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 WATERA -9/2491 FIRE: BUILDING: Revised: January 1, 2018 Permit Application CITY OF SkNFOa FIRE DEPARTMENT F., Building & Fire Prevention Division PERMIT APPLICATION Application No: 91-/a.,(-:) Documented Construction Value: $ 750,000.00—'W- =-I)S'OUO Job Address: 400 Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel ID: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration E]Repair Demo Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Title: M M B R Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com Name Red Lion Properties LLC Street: 322 Gordon St. City, State Zip: Property Owner Information Sanford, FL 32771 Name Red Lion Properties LLC Street: 322 Gordon St. City, State Zip: Sanford, FL 32771 Phone: (407) 421-0450 D (In No 0 Resident of property Contractor Information Phone: (407) 421-0450 Fax: State License No.: CBC 1259796 Architect/Engineer Information Name: RC Engineering, LLC. Street: 2381 Crest Ridge Court City, St, Zip: Sanford, FL 32771 Bonding Company: Address: Phone: (407) 262-9176 Fax: (407) 262-9170 E-mail: Jackreynolds@embargmail.com Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 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. 1 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 one in compliance with all applicable laws regulating construction and zoning. Sis'neSmW wner/Agent Date Signature of Contractor/ gent Date ge\%ci Wr'S cI C J Print Owner/Agcnt's Name Print Contractor/Agcnt's\f4amc Signature of Sit Signature oI' r+K v Notary public State 0 Florida .yY tr Notary Public State of Florida Derriclt Cheme ?° : Derrick Cheme My Commission GG 068794 poi n Explres 02/01/2021 ^ My Commission OG 068784 fiorn Expires02Mi/2021 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: k of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: k'rC 3'7'18 UTILITIES: ENGINEERING: YhTC. $-14 FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application CITY OF W* ( 0 201$ Building & Fire Prevention DivisionSkNFORDMSRPERMITAPPLICATION FIRE DEPARTMENT/a. — ) 0ApplicationNo: Documented Construction Value: $ 750,000.00: Job Address: 400 Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel ID: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Title: MMBR Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com Property Owner Information Name Red Lion Properties LLC Street: 322 Gordon St. City, state zip: Sanford, FL 32771 Phone: (407) 421-0450 Resident of property? : Contractor Information No Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. City, State Zip: Sanford, FL 32771 Fax: State License No.: CBC 1259796 Architect/Engineer Information Name: RC Engineering, LLC. Street: 2381 Crest Ridge Court City, St, Zip: Sanford, FL 32771 Bonding Company: Address: Phone: (407) 262-9176 Fax: (407) 262-9170 E-mail: Jackreynolds@embargmail.com Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 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: 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. 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 one in compliance with all applicable laws regulating construction and zoning. Signe f Cwner/Agent Date Signature of Contractor/ gent Date t5 A A N Print Owner/Agent's Name pP'o, Notary Public State of Florida Derrick Cheme r + My commission GG 068794 4a Pd Expires 02/01/2021 i ci oes4ct CJ c Print Contractor/Agcnt's`Namc / Signature oly OV41 1M • J.w Notary Public State of Florida r' Derrick Cheme 6. My Commission GG 068794 opp,/ Expires 02/01/2021 Owner/Agent is V 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE Cu., V) BUILDING: Revised: January I, 2018 Permit Application DATE: BUSINESS/PROJECT NAME:.-` ADDRESS: CONTACTI CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 PERMIT NUMBER: IF / a / D Oc> ;z,- PLAN REVIEW INFORMATION c CONSTRUCTION [ )C/O [) FIRE ALARM [ j FIRE SPRINKLER [ ] HOOD [ )PAINT BOOTH [ ]TANK ES TOTAL FEES: Revision - City of Sanford Response to Comments Mq y ` ?a Building & Fire Prevention Division j 2018 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov 3 Permit It Submittal Date 3 lU Project Address: Contact: t r "1 PhK)-l.r14: 6442- Fax: 3Zi —oS7 gz4- Email: 1c f f V(a) 'i.• C Trades encompassed in revision: Building Plumbing Planning Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building r 1 e W `c.ostei c. c- r, FL 1170100 - 1 0 o "n N, J DOORS ARE RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA DOES NOT REQUIRE THE USE OF APPROVED SHUTTERS OR E1fTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REOUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. S&LSTAR/TIOGA/SPARTAN" OtnSNING MEL DOORS APPROVAL APPLIES TO SINGLE (X) LEAF DOORS WTIHOUT SIDELITES. DOORS N07 APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. M41S PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO S W44IUAL SCREWS. THAT COME INTO CONTACT WITH 07HER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE Loam TO COMPLY WITH SECTION 1710.8.2. TTf 3' fMAX MAAXX._FFMAMAX. TELSTAR OUTSWING SINGLE STEEL DOORS ( X ) Pd - +50.0 PSF (E)TERIOR) 50.0 PSF (INTERIOR) it NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. T16 PRODUCT WAUWION DOLIIMDR (PIA) PREPARED n IN I. k 0 COTERIE AND 006 NOT PROADE ODDRMTON MR A SII[ SrtCU1C PRA91T, y Nml[ n9 SITE CDIKII m DEVOTE FROM IME PLA COIrIRACIOR T/ u R[9M1/190kE run INE S wnoK PDRCMU AND DKULLAWN Of 7W PRODUCT WSCD ON nes PRODM EVALUXIM PRDVDED IrE/SM[ DOES NOT DEVIATE FROM 7M[ Common DETARED ON 1101 DOCUMENT. 7W PRODUCT EVAUKI ON OOC &OR DOLL DE 001MCUD DNAUD W AUOED N ANT MINK. FOR IME PAM= AND IND MRL BE RED0MMU rook TME PAliDI USE of na PLA ECDOWEROfROM. A011M6 AS A OOLCAIED DIC01L01 TO 119 PLA D CHIR SIAL SUDkm To TW LATER 119 SIZE SPMnC DRAWN= rOR REVMW. nes PAA 9M REM TME WE AND GRIM" SEAL AND SS W= DI NEIPKInESSDMI DICOM Or oROORD IMT PRVARM O. FL #17900 n droning no. 15-35L 4% Vr' n n n FRAME WIDTH FRAM w IDnt O ° 49' 2' 2' 4O' F 1 DOOR OPNG WIDTH 3' DOOR 0 C. WIDTH 2_ Q n 0: 3 ° aj MAX. u oL .......... ::.......... .. aa m .......... N e °af 0 • . .. . . . .. N N D. p o " E Ola°° I` W V O Iiu F= o..........................`` rs O .'.'.'.'.'.'.' \t . o x ............... .. a x .. x...............', . a xamz ................. m y` x ;° a o OI W C W.l. N V1 01 O .. .•. •..:•.....•.•. W. N Z cj 8 O ......... .... j.... W° T .. .. ..... Z Q y..... I .....' '.'.'.'.' e r T jam 3• L Is' L I I$ T WAX Mo. I I MAX.1--F MAX. T10GA/SPARTAN" OUTSWING SINGLE STEEL DOORS ( X) SPARTAN" OUTSWING SINGLE STEEL DOORS ( X) `c Pd +75.0 PSF (EXTERIOR) Pd +50.0 PSF (EXTERIOR) e75.0 PSF (INTERIOR) -50.0 PSF (INTERIOR) c o FL #17900 s ff 7m~ 1, 8 aor deo.:rq no. 15-35L NAl aneet 2 01 9 SECTION A -A SECTION 8-8 3) jlOx1j' HWH SDS CONCRETE TE MASONRY i 1' EA w .!_ r SECTION C -C SECTION O -D TYPICAL ANCHORS AT HRAD/JASfD/SILL: AB DIA, SMS INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MW. PENETRATION INTO WOOD 3/16' DIA, ITW TAPCON (r—ns 16L ry-10D xso INTO 2BY WOOD BUCKS OR WOOD STRUCTURES DIRECTLY INTO fe'-3000 PSI CONCRETE, 1' UK EDGE DIST. 1' MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SIU.) 3/16' DIA. ELCO ULTRACON (rwln M fy-155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MW. PENETRATION INTO WOOD DIRECTLY INTO fe'-3000 PSI CONCRETE 1' MW. EDGE DIST. DIRECTLY IMO fe'-2000 PSI MASONRY BLOCK, 1' MIN. EDGE DIST. 1-3/B' MW. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) 1-1/4' MW. EMBED INTO CROUT DLLED BLOCK (JAMBS) TELSTAR SERIES SINGLE STEEL DOOR SYSTEM WOOD SUBSTRATE FL #17900 V. z ;? O a2 IY O e 3 0 < u A cy On<o qONm0d 4L S Qd s. 4 r• droiung m 15-35L 64111 bhw J 4 two ons imu Ieg0101 IalO OW:LL lace e..n s® TELSTAR LOCK JAMB moo Iw e" 0 o e O• 00 v 0 0O. e o 0 HINGE REINFORCEMENT DOOR AND FRWE 7 CA J m.110sm OOLL e @O TELSTAR HINGE JAMB TEW-- - TELSTAR THRESHOLD TELSTAR SERIES SINGLE STEEL DOOR SYSTEM 0 FL #17900 V.` z 0 of 00 0 a. 06 U0 cy 0 O2 O 04 Q 3g LL== Jn 0U S 7 j2 d droving no. 15-35L 24 V 7 1 16 Z w P 14 2 Q£ i g 00 CD CD 0O it01 17 O O jr0 O O 0s • 0 ° Vo n5loy 0 0 >> O 0 0 00 m` 11 QW3 n LLZuf_O ee' i SECTION E—E 22 Q m si >: . U 26 Z 9 6 16TLj 5 SECTION C—C SECTION N—N ig5 27 30 3 HORIZONTAL CROSS SECTION IS U 21 12 Z o S SECTION •F—F 4 t I jm2' I-_b L 0 VERTICAL CROSS SECTION oil 11 OC 95,' - u O ce 00P FL #17900 t 47j' 1i• OF f dmw no no. TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM ` !:<almR•' ei 15-35L D[IOR LEAF DETAIL OiNA<` sheet of 9 BOLT MUST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND NUT. OR 012 OR LARGER DRILLING SCREW. CREWS MIDST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND CHANNEL/CIRT. 24 SEE NO)E 2 EACH SIDE 24 SEE NOTE 2 EACH SIDE. INTERIOR REM No. PART NUMBER DESCRIPTION O7Y. 1 MSD7223 HEADER FRAME 2.67 . 0.059' THK. 16CA GALVANNTAL STEEL 1 2 MSD72232 JAMB FRAME 2.07' 0.059• THK. IBCA GALVANNEAL STEEL 1 3 OTIO1126 O' TWK, 48' TP 6063 -TS ALUMINUM 1 4 MSDIOD27 HINGE IMNT ' • 0 COLD ROLLED e S MSDIO290 BOTTOM DOOR SKIN 0,40' a 1,72' . ' INK GALVANNEAL STEEL 1 8 MSDIO290 70P DOOR SKIN ' GALVANNEAL STEEL 1 7 MMD102OS TOP CAP 0.70' x L54' x 0307 TW GALVANNEAL STEEL 1 e MSD10223 DOOR CHANNEL ' .ler . OS3' THI1. GALVANNEAL STEEL 2 9 MS010091 CTUNDRICAL LOCK REINFORCEMENT 1.65' . 0.69' % Ae0' . 0.54' THK. IBGA COLD ROLLED STEEL 1 10 1 MSD70048 FRAME CUP 54' 1.45* • 1 13' . .09 ' 1HK. 12GA T WELDED TO .MMS GALVANNEAL STEEL 2 11 MSD10005 FOAM CORE 44.00' . 91.00' .1.688' INN. - 0.733 LB DENSITY POLYSTYRENE FOAM 1 12 MMDIOa3 CLM 7 SCA WLVANNEAL STEEL 2 13 MSDIOO68 MORTISE LOCK REINFORCEMENT 5.00' . 1.50' 11.93'•. 0.067' TILL I50A COLD ROLLED 1 14 USD72232 KO STRIKE JAMB 4080 MBSb4 FRAME 2.87 .0.059' 7HK. 16CA WLVANNEAL STEEL 1 IS 8 . 1' SELF ORIILNC SCREWS STEEL6 16 STINALFLOOR BASE ANGLE CLIP 12CAn VANNEAL STEEL 2 17 DTIOD531_ V.9/2 1 IB P I00 334 HWGE t-1 . GALVANNEAL STEEL 4 19 MORTISE LOCK HARDWARE OPTION CLOO2253 2HONGSINN 1 20 LC1281 SORES HEAW OUIY COMMINCtst GRAX 1 LEVERSET w CLI 49 Of 1 21 MMD10203 R P 1' 1 CODS' TP 60113-18 ALUMINUM 1 22 JAMB EKTIJHSION ASSEl1SLY IBCA CHANN t2CA CLIP GALVANNEAL STEEL 4 23 3/8'0 TO 1 2Y . 2-1/4* DYMMBDLT STUD ANCHOR FOR CONCRETE 4 24 1 9UNP, STEEL 21 25 1/4-0 TO %f2 -6n-/4 ' 11EX BOLT STEEL 12 26 1/4-0 TO 1/2-0 HEX NUT SELF LOCIONG STEEL TO MATCH FTEM 25 STEEL 12 27 010 .I'SIM BELOW. A FMMIGSTELF160A COSY IOL) 6 28 STRIKE PLATE - 10 YAICH HARDWARE OPTION AS SPECUlEO 1 29 012 - M a 3 • PHILLIPS MT HEAD COUMERAUNII IIACLIINE SCREW ST FOR HINGES STEEL 32 30 3 IB o . 1-3 4 PHILLIPS MT NFAD COUNTERSUNK TAPC014 CONCRETE SCREW STEEL S 31 9500 SERIES HEAVY DORY COMMERCIAL GRADE 1 RIM PANIC W KEYED ESCUTNEON TRIM 1 32 5118'O TO 1/2'0 . 1-3/4' HEX WASHER HEAD TAPCON CONCRETE SCREW NOT SUPPUEOI STEEL 4 33 MSD10061 MUCE REINFORCEMENT 8' R 1.6 . 0 ' . 10,13' X 0.024' THK. COLD ROLLED STEEL 4 34 MSDIOD90 EVN - • • . COLD ROLLED 1 35 00,10006 2 PARI ADHESVE. RE2-JURE EP802 BY INNOVATIVE RASIN SYSTEM. INC. MSD10033 EPDXY RESIN 2 38 01100852 BURMFILY ANCHOR 138' . 250' . 7.00• . 0.048' THK. COLD ROLLED 4 37 SD100081 ANCHOR 0.95• . 2.05' . 7.00' . 0.052• THK. COLD ROLLED SIM 4 38 I/4' 3/4' HEX HEAD MACHINE BOLTS HH MB AND LOCK NUTS THRU FRAME CLIPS SIM 2 J9 8 . 3 1 • NAILS STEEL 8 40 3/8* . 6' WOOD LAG BOLT STEEL 4 IAAF 16 FRAME TO METAL BUILDING SINSTALLATIONDETAILSPOTWELDEDrQjEg, 10 FRAME 3-TWAYOS UUMABEYOND ANCHOR OWO SLOMLOAND A1;IAR AS SHOWN N10 DOAM EXIFBIDS 1) EOR mcme A KNDOI DOWN FRAME IWAD A® TO FRAME HNCE AHI) AND FRAME sm JAL® JNTERIO I6GA, COSY IOL) STEEL FRAMING USE (2 PER 00 1/4' TO 1/r DHMEBR SIAL BOLT NIDI BASE ANGLE DETAIL MUM SRF LOCKING NUL BOLT TO BE OF SIAFICEM U)ICIH 10 AOOEVE 3-TNATADS U ANY 23 OR 32 25. 26 BEYOND NN. WAR AND ANCNOR AS W" N CORNER OONSIRUCRpN VEIN. SEE NOTE 3 SEE NOTE 1 21 FDR ANCHOM A1® IODIDE ASSEMt4Y TO IGGL COSY IAL) — FRAIB6 FL #17900 WNW Z w 0 Q R 0 o 00 OW £ a.Q I 0G • Uo dQ qq Os<o4z40am¢ dtoOn a_ Jnr< m i Z jj@A z w Z_ CC 1s L) • JKZ" ml!:5 drowing no. 15-35L AEA s1Tm¢ AM LIGE (4 FIR OMKI4) 012 OR LAMM CALLING SCRLIS OF sUNLTENT LENGTH TO AWEVE 3-TWAYOS UUMABEYOND ANCHOR OWO SLOMLOAND A1;IAR AS SHOWN N10 DOAM EXIFBIDS ASSFLOORBASEANGLEDETAILEXiE814B3) TOM MOIDANG FLOOR BITE MANDLEDFFRAMEHUGEASTAISRAONTO CDROM USE (2 10 TTA AIA) 3/e' TO 1/2' DLOETEA VEDGE BOLTS OF SIOFIGICHT LENGTH 10 ACHIEVE r IAAAN CLAP 5 OISEWQIR NFO OONOIETE ICM 4 1/2' MI)MM EDGE DOOM OR (2 PER SIDQ s/TB• 10 1/2' SPOT DIA EFER NEI WASHER WAD TOM 9CR01s OF ROTE011 UN01H TO AOmNE 1-3/4' L@AILW 19, 20, 31 4VTITElDEED oSTMJCE (NOD eAv¢W v NEEDED} LOCATEENN CYLINDRICAL LOCK AND ANCHORASS SISYN BOOR ANGLE DETAIL SHOWN 4) FOR ANGNOM 1 MIOD ONTO OONGRETE USE 3/IC MOM MT fffM TMCON SOILIS WITH CORNER CONS7RUCRON DETAIL TO "CM A 1-3/4' MOM Eloy M N O MOM NTH 2-s/e' WWU LOCATE ANOIORS AS 9ARN N GDAT015 AND 01SULLAWN KIA S. 24 22 5) 06 MIAM AMM AND WORM SNALL BE NAAMED N ACCORDANCE WITH WAWACTIAEIFS SEE NOTE 2 NSIN ADDM D67RUCSOMI AND SRUL NOT BE USED N 91BSWATES WON SMDICg6 LES IRAN DR IAAILN SIRENCTHJim BELOW. A FMMIGSTELF160A COSY IOL) R COMMEIE• IAA881 COMPILE SIRDVH 3,192 PSL FXWRIOR JAMB EXTENSION SSEMBLY INTERIOR DETAIL TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM FL #17900 WNW Z w 0 Q R 0 o 00 OW £ a.Q I 0G • Uo dQ qq Os<o4z40am¢ dtoOn a_ Jnr< m i Z jj@A z w Z_ CC 1s L) • JKZ" ml!:5 drowing no. 15-35L o 02" Iws NR 3 7/e 2 J 3 ,/e r r 1 3/4 M 10 umFRUCIDAL 12 CA 1an y JL= 1- G 1 3/4 —I f 21 1/ 2LL T AAu11 nmo Icer Auer ei• 1e Q e --4 —i 2 3/8 WM MW TO 1%101 1ao¢ W M NODI n71 E 1/4 nPA DOM 1110 EYIDBON ASSEMY SIn01 W- 0 o o 0. 0 0 1D 0 00. 0 0 W.. o 21/84 I-- 1 3/4 NNW an IF nlmrt DDOII AND FXWE 7G S.)5' OU AEN DAM 3 1 TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM FL #17900 v Z w 0 Qf n 0 6 O W n a.git0 0G Uo o Qnaoqq 0dm dC! LL 2 JoAi QW1FR U z z w Z 4 de N V Z. Z 5 Qo JirZ, 3 drawing no. 15-35L 5 3/4' 8— Li 84 r 7/32 t. 2. t 7 23/32 VA 1 59/64 11/16 —I 43/641— 21 - 2 1/8 -- 4 -- 12 1/8 I-- 3S/64Ff l 16GA 1 WIDTH VARIES FROM 4 7/8' TO 12 1/4'. DOOR CHANNEL DOOR SWEEP 5 3/4' FRAME SHOWN. 20GA JAMB PROFILE TOP CAP 0.105 1 6 3/4 I 27/ 1 F 1/B T 5 3/4 - 11 45/64 II 1 9/16 J 5/16 - k 17 6063 ALUMINUM 18" JAMB WEATHERSTRIPPING THRESHOLD (0.105' THICKNESS) 18GA BOTTOM DOOR SKIN TOP DOOR SKIN IIEDDLRQLQIf 4 WCN I lDWORQYWf Lsl 2 RESISIANCE OR PROArIION NCLOS EACH DID DOOR LEAF ASSEMBLY spot NDO. EACH SIDE. EACs CHUDID- WELD 1 -IX /ROM EDGE SPACED Y APART. 11 FOAM CORE. DENSITY: 0.733 L8/FP 35 ADHESAIE APPLIED IN CROSSED PATTERN PRIOR 70 SPREADING. REZ CURE DIM PAITT A t 0 APPLY PER UL SPEC. I -1/Y YRS. / 1-1/4' WIN. WIN SIDES WIDTH VARIES FROM 4 7/8' TO 12 1/4'. 4 7/8' FRAME SHOWN. DRYWALL FRAME WIRE ANCHOR WSONR ANCHOR 1- NOIR WX Ak*M LKf MuNmY. Hm® scom IM RUM AND oc Ream e WIDTH VARIES FROM 4 7/8' TO 12 1/4- 4 7/8' FRAME SHOWN. MASONRY FRAME NO@ Cadoll H ANom UMASASM SRA ANM ay4' AIIa HmW m i OVUDsAOS 0 amuse t-t/t SRW w" -w Al EVOn ROM CELL COMBINED ANCHOR YASOM CONSIR 1CWH Q' Al 24. O.C. VAX PMCI t OWU AICiDRINC 1!L AID SiW AIOOI O t00ID W eRel[ HOIC SW HOE a A C llama FROM01SHOPIDMOASawmoAmAv[ M ®+[ ANaIDN 00.8 PIPE AND STRAP ANCHOR AT 24' at UIOL DEW Ilk=W CCSTffixi I TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM FL #17900 1 i a dmwbV no. 15-35L City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 40? ` 17- PLAN 7 PLAN REVIEW COMMENT / 7 a Date: April 5, 2018 Project: New tul'lding Contact Person: Shanze Lee Job Address: MGordon Street 4100 Contact Phone Number: A lication umber: 18-1210 Contact E-mail: leecrestoffice gmail.com Contact Fax Number: ARCHITECTURAL 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior doors, storefronts, windows and roofing systems. 2. Submit two sets of truss engineering. 3. Submit two sets of manufactures shop drawings for metal building. STRUCTURAL 1. See above. MECHANICAL 1. No comment. PLUMBING - 1. No comment 1. No comment ELECTRICAL t/ c,,r ecZ 1. Sheet Mech, 5 of 5. Electrical Riser. Detail A. 4/0 Al not rated for 200 amps. No Building steel bond. 2. Sheet Mech, 5 of 5. Electrical Riser. Detail D. Number and size of conductors not identified. 3. Sheet Mech, 5 of 5. Electrical Riser. Detail F. Grounding electrode conductor not sized for paralleled 500 mcm conductors. 4. heet Mech, Panel load calculatio149 amps appears of as for three phase formula, I = KVA divided y E x 1.73. Advise. 5. Sheet Mech. Panel Legend, indicate 3 phase loads for HVAC air handler and condensing unit but only two circuits indicated on legend. 6. Submit two sets of revised plans addressing all above 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 C A --I,- G t- c'o.,p-fe,, CA wi0_r /t fe Lily Du EXHIBIT A CONSTRUCTION— Date: CONSTRUCTION— Date: Project No: 18003 Prepared By: Project Name: Gordon Street Warehouse A&B Prepared For: Owner: Red . yes, C Total S.F. Addre . 22 Gordon Street, Sanford, FL. 32771 Total Cost per S.F. TrodeCode escr* tion SCHEDULE OF VALUES 3/16/2018 LLP Shanze Lee 12,030 53.91 Division 01 General Requirements Cost 010000 General Requirements S62,964.00 015000 Temporary Facilities and Controls Job Trailer 1,272.00 015000 Temporary Facilities and Controls Temporary toilet S583.00 015000 Temporary Facilities and Controls Dum ster up to 5 ulls 20 d 1,855.00 016000 Product Requirements Termite treatment S771.21 017000 Execution and Closeout Requirements Survey & As -Built 0.00 018000 Performance Requirements Density testing 0.00 010000 General Requirements Architecture & Engineerinp, 0.00 010000 General Requirements Final Clean 1,593.98 0.00 Subtotal 1000 #69 03919 Division 02 Existing Conditions 02 00 00 Existing Conditions None 0.00 0.00 Subtotal 2000 1 SO.00 Division 03 Concrete 03 00 00 Concrete Foundation & Slab 89,066.50 0.00 Subtotal 3000 89,066.50 Division 04 Masonry 04 00 00 Masonry Masonry 62391. 0 04 00 00 Masonry Dum ster Enclosure 8000.00 0.00 Subtotal 4000 t7n.391.60 Division 05 Metals 05 00 00 Metals PEMB 148,253.95 0.00 Subtotal 5000 I S149.253.95 Division 06 Wood Plastics Composites 061000 RouRh Carpentry 826.80 06 20 00 Finish Carpentry None SO.00 0.00 Subtotal 6000 826.80 Division 07 Thermal and Moisture Protection 07 00 00 Thermal an Moisture Protection PEMB Insulation 13,918.12 0.00 Subtotal 7000 23,918.12 Division 08 Openings 081000 Doors and Frames Interior Exterior doors 16,247.57' 081000 Doors and Frames O.H. Doors S7,208.00 081000 Doors and Frames Storefront incl. Windows 22,957.48 0.00 0.00 Subtotal 8000 46,413.05 Division 09 Finishes 09 70 00 Wall Finishes Framing & Drywall 31,270.00 09 50 00 Ceilin s Acoustical Ceilinp, Tile 4,218.80 09 90 00 Paintinp, and Coating Interior & exterior 17,778.32 09 60 00 F oorin s S sft Allowance S10,282.00 1200 HILLCREST STREET, SUITE 305, ORLANDO, FL 32803 0:407.574.6442 www.PBCFLA.com CGC1524015 CGCO59391 1 of 2 EXHIBIT A CONSTRUCTION — SCHEDULE OF VALUES 09 00 00 Finishes 1.50 Lft Vin (Base Allowance 1,236.38 0.00 0.00 Subtotal 9000 64,785.50 Division 10 Specialties 10 00 00 Specialties Bath accessories S1,282.60 10 00 00 Specialties Fire Ext 453.68 0.00 Subtotal 10000 1736.28 Division 12 Furnishings 12 00 00 Furnishin s FF&E by owner 0.00 0.00 Subtotal 12000 1 SO.00 Division 21 Fire Suppression 210000 Fire Suppression No Fire Sprinkler or Fire Alarm 0.00 0.00 Subtotal 21000 0.00 Division 22 Plumbin 22 00 00 Plumbing 24 168.00 0.00 Subtotal 22000 24,168.00 Division 23 HVAC 23 00 00 Heating, Ventilating, and Air Conditionin HV I S19.610.00 0.00 Subtotal 23000 19,610.00 Division 26 Electrical 26 00 00 Electrical 41350.00 0.00 Subtotal 26000 41350.00 Division 31 Earthwork 310000 Earthwork By Others S0.00 0.00 Subtotal 31000 0.00 Total Direct Cost 589 559.00 OverHea Profit 58,955.90 Total Proiect Cost 648,514M Clarifications: 1.) Permit / Impact / Governmental Fees by Owner 2.) Service from building to transformer is included up to 75' 3.) Split Faced block priced where it calls for brick stucco 4.) Add $12,651.00 to go to stucco on two sides 5.) Testing / as -built survey by owner 6.) 3x10 skylight add $234 each 7.) No hose bib per plan, PBC has included one on each building 8.) No water heater per plan 1200 HILLCREST STREET, SUITE 305, ORLANDO, FL 32803 m" 0: 407.574.6442 www.PBCFLA.com CGC1524015 CGCOS9391 2 of 2 1 I•- ® TO Document A101 —2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the Twenty-first day of March in the year Two Thousand Eighteen n words, indicate day, month and year.) BETWEEN the Owner: Karae, legal stales, address and other h1fornhation) SHANZE M LEE, RED LION PROPERTIES LLC 3Z 3;z0 GORDON ST Si3114:9 ig-5- SANFORD, FL 32771 Telephone Number: 321-363-6981 and the Contractor: Name, legal stales, address and other b jorrnation) Chuck Hobus, Precision Building Construction, LLC. 1200 Hillcrest Street Suite 101 Orlando, FL 32803 Telephone Number: 407-574-6442 for the following Project: Name, location and detailed description) Gordon Street Warehouse Bid A & B 400 GORDON ST SANFORD, FL 32771 Construction of two pre-engineered metal buildings with concrete slab aid exterior CMU walls at 8'-0" bearing. Building - A is to be 5,400 Sq. Ft. including 360 Sq. Ft. office area and two bathrooms. Paragraph Deleted) Building - B is to be 6,630 Sq. Ft. including 1,220 Sq. Ft. office area and three bathrooms. Paragraph Deleted) The Owner and Contractor agree as follows. ADDITIONS AND DELETIONS: The author of this document has added Information needed for Its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added Information as well as revisions to the standard form text Is available from the author and should be reviewed. A vertical line In the left margin of this document Indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has Important legal consequences. Consultation with an attorney Is encouraged with respect to Its completion or modification. AIA Document A201 TM -2007, General Conditions of the Contract for Construction. Is adopted In this document by reference. Do not use with other general conditions unless this document Is modified. Inst. AIA Document A101 "' —2007. Copyright ®1915,1918,1925,1937,1951, 19SO, 1961, 1963, 1967, 1974, 1977, 1987, 1991. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA9 Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA¢ Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 0410412018 under Order No. 4467039837 which expires on 0312112019, and is not for resale. User Notes: (MADA24) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 • MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An entuneration of the Contract Documents, other than a Modification, appears in Article 9. ARTICLE.2 THE WORK OF THIS CONTRACT The Contractor shall fully execute Ute Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. Insert the dale of connnencentent if it diers fi oin Are date of this Agreement or, if applicable, stale that the dale will be fixed in a notice to proceed.) If, prior to die commencement of the Work, the Owner requires time to file mortgages and other security interests, the Owner's time requirement shall be as follows: 10 business days after building permit Inas been issued and building pad is ready for slab 3.2 The Contract Time shall be measured from Clic date of commencement. 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than One Hundred Fifty ( ISO days from the date of commencement, or as follows: Insert mmnber of calendar days. Alternatively, a calendar dale stay be used when coordinated with the dale of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of line YVork.) Init. AIA Document A1101'u —2007. Copyright V 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987,1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA* Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA* Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the l maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 04/04/2018 under Order No. 4467039837 which expires on 03/21/2019, and Is not for resale. User Notes: (MADA24) Portion of Work Substantial Completion Date subject to adjustments of this Contract Time as provided in the Contract Documents. Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on little orfor born s payments for early completion of the Work.) ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Six Hundred Forty-eight Thousand Five Hundred Fourteen Dollars and Ninety Cents ($ 648,514.90 ), subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: State the numbers or other identification of accepted alte 7 ates. If the bidding or proposal documents pennit file Avner to accept other allenrates subsequent to lire erecntion of this Agreement, attach a schedede of such other alternates showing the an ount for each and the date when that annount expires.) Split face CMU in place of stucco over CMU on both buildings. Two sides have regular block and two sides have split faced block. Split faced block for Bid A is on East and Front Elevation, Bid B is on the west and front elevation. Top course is regular block to accept PEMB. If front columns need to be faced with brick, add $9,400.00 to contract sum 4.3 Unit prices, if any: Idents and stale the unit price, state quantity li nitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price Per Unit ($0.00) 4.4 Allowances included in the Contract Sum, if any: Identify allowance and state exclusions, if any, from the allowance price) Item Flooring Vinyl Base Price 10,282.00 1,236.38 ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by 01e Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.1.3 Provided that an Application for Payment is received by the Architect not later than the 25th day of a month, the Owner shall make payment of the certified amount to the Contractor not later than the 10th day of the following month. If all Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than ten ( 10 ) days after the Architect receives the Application for Payment. Pursuant to bank payment processing. Federal, state or local lows may require payment within a certain period of tinne.) Init. AIA Document A101 ^' —2007. Copyright ®1915. 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1987, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA9 Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAO Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the t maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 04/04/2018 under Order No. 4467039837 which expires on 03121/2019, and Is not for resale. User Notes: (389ADA24) 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by die Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 1 Take that portion of the Contract Sum properly allocablc to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of Une Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of ten percent ( 10 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201T"t-2007, General Conditions of the Contract for Construction; 2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of ten percent ( 10 %); 3 Subtract the aggregate of previous payments made by the Owner; and 4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007. 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: 1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and Section 9.8.5 of AIA Document A201-2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surely, ifany.) 2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201-2007. Paragraphs Deleted) 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when 1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-2007, and to satisfy other requirements, if any, which extend beyond final payment; and 2 a final Certificate for Payment Inas been issued by the Architect. 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the invoice date. Paragraphs Deleted) Init. AIA Document A1017" —2007. Copyright m 1915, 1918, 1925, 1937.1951. 1958, 1961, 1963, 1967.1974, 1977.1987.1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 04/04/2018 under Order No. 4467039837 which expires on 03/2112019, and Is not for resale. User Notes: (359ADA24) 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A201-2007, the method of binding dispute resolution shall be as follows: Check tire appropriate box. If the Owner and Contractor do riot select a method of binding dispute resohition below, or do riot subsequently agree in writing to a binding dispute resohition ncelhod other than litigalion, Claims will be resolved by litigation in a court of competent jririsdiclion) X ] Arbitration pursuant to Section 15.4 of AIA Document A201-2007 Litigation in a court of competent jurisdiction Other (Spec) ARTICLE 7 TERMINATION OR SUSPENSION 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2007. 7.2 The Work may be suspended by the Owncr as provided in Article 14 of AIA Document A201-2007. ARTICLE 8 MISCELLANEOUS PROVISIONS 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. Insert rate of interest agreed upon, if any.) 8.3 The Owner's representative: Name, address and other information) SHANZE M LEE Mobile Number: 321-363-6981 Email Address: sleellc@glnail.com 8.4 The Contractor's representative: Nance, address and other information) Larry LaPlant 1200 Hillcrest Street Suite 101 Orlando, FL 32803 Telephone Number: 407-574-6442 Mobile Number: 407-947-4018 Email Address: Larry@pbctla.conl Init. AIA Document A1011— 2007. Copyright ®1915, 1918, 1925, 1937. 1951, 1958, 1961, 1963, 1967. 1974. 1977, 1987, 1991.1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA0 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA* Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the 5 t maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 04/04/2018 under Order No. 4467039837 which expires on 03/21/2019, and Is not for resale. User Notes: (3B9ADA24) Paragraph Deleted) 9.1.7 Additional documents, if any, forming part of the Contract Documents: 1 AIA Document E201T"i-2007, Digital Data Protocol Exhibit, if completed by the parties, or the following: 2 Other documents, if any, listed below: List here any additional documents that are intended to form part of the Contract Documents. AIA Doc mreut A201-2007 provides that bidding regnir•ements such as advertisement or invitation to bid, Instructions to Bidders, sample focus and the Contractor's bid are not part of the Contract Docunnents tmless enumerated in this Agreement. They should be listed here only if intended to be pal of lite Contract Documents.) EXHIBIT A - SCHEDULE OF VALUES EXHIBIT B - CERTIFICATE OF INSURANCE EXHIBIT C - CONSTRUCTION SCHEDULE EXHIBIT D - STANDARD SPECIFICATIONS, CLARIFICATIONS AND EXCLUSIONS ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article I i of AiA Document A201-2007. State bonding requirennents, if any, and limits of liability for insurance required in Article 11 of AIA Document A201-2007.) Type of insurance or bond Limit of liability or bond amount ($0.00) This -Agreement entered ' to as of the day and year first written above. 1 OV ER (Signal nre) CONTRACTOR (Sign ure) SHANZE M LEE, President Larry LaPlant, Vice President Printed mire and title) (Printed name and title) nit. AIA Document A10171— 2007. Copyright ®1915. 1918, 1925, 1937, 1951, 1958. 1961, 1963. 1967, 1974, 1977. 1987.1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA0 Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA9 Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the i maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 04/0412018 under Order No. 4467039837 which expires on 03/21/2019, and is not for resale. User Notes: (3139ADA24) Additions and Deletions Report for AIA® Document A 101" u — 2007 This Additions and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document In order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text Is shown underlined. Deleted text Is Indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report Is provided for Information purposes only and Is not Incorporated Into or constitute any part of the associated AIA document. This Additions and Deletions Report and Its associated document were generated simultaneously by AIA software at 16:22:53 on 04/04/2018. PAGE 1 AGREEMENT made as of the Twenty-first day of March in the year Two Thousand Eighteen SHANZE M LEE RED LION PROPERTIES LLC t WIGORDON ST filA5 SANFORD, FL 32771 Telephone Number, 321-363-6981 Chuck Hobus, Precision Buildine Construction. LLC. 1200 Hillcrest Street Suite 101 Orlando, FL 32803 Telephone Number: 407-574-6442 Gordon Street Warehouse Bld A & B 400 GORDON ST SANFORD. FL 32771 Construction of two pre-engineered metal buildings with concrete slab and exterior CMU walls at 8'-0" bearing. Building - A is to be 5A00 Sq. Ft. including 360 So. Ft. office area and two bathrooms. Building - B is to be 6,630 Sq. Ft. including 1,220 Sq. Ft. office area and three bathrooms. Additions and Deletions Report for AIA Document A101 r" —2007. Copyright 01915, 1918, 1925, 1937, 1951,1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991,.1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA9 Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAO Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 04/04/2018 under Order No. 4467039837 which expires on 03/21/2019, and Is not for resale. User Notes: (389ADA24) PAGE 10 business days after building 1&n -nit has been issued and building pad is ready for slab 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than One Hundred Fifty ( 150 days from the date of commencement, or as follows: PAGE 4.1 The Owner shall pay the Contractor the Contract Stun in current funds for the Contractor's performance of the Contract. The Contract Stun shall be Six Hundred Forty-eight Thousand Five Hundred Fourteen Dollars and Ninety Cents ($ 648.514.90 ), subject to additions and deductions as provided in the Contract Documents. Split face CMU in place of stucco over CMU on both buildings Two sides have regglar block and two sides have sD lit faced block. Split faced block for Bid A is on East and Front Elevation Bid B is on the west and front elevation Ton course is regular block to accept PEMB. If front columns need to be faced with brick add $9.400.00 to contract SUM ' Floorin $10,282.00 Vinyl Base $1,236.38 5.1.3 Provided that an Application for Payment is received by the Architect not later than the 251h day of a mouth, the Owner shall make payment of the certified amount to the Contractor not later than the 10th day of the following month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than ten (10 ) days after the Architect receives the Application for Payment. Pursuant to bank payment processing PAGE 4 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of ten percent ( 10 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201Tst-2007, General Conditions of the Contract for Construction; 2 Add that portion of the Contract Stun properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage often percent (10 %); Additions and Deletions Report for AIA Document A101 r" — 2007. Copyright ®1915, 1918, 1925. 1937, 1951, 1958, 1961, 1963. 1967, 1974, 1977, 1987, 1991. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA9 Document Is protected by U.S. Copyright Low and International Treaties. Unauthorized reproduction or distribution of this AIA9 Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:22:53 on 04/04/2016 under Order No. 4467039837 which expires on 03121/2019, and Is not for resale. User Notes: (MADA24) Certification of Document's Authenticity AIA® Document D401 TM —2003 I, , hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 16:22:53 on 04/04/2018 under Order No. 4467039837 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA® Document A101TM - 2007, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum, as published by the AIA in its software, other than those add' '0 d !:r"lonsswn h the associated Additions and Deletions Report. Signed) J Title) Dated) AIA uocument 0401- — 2003. Copyright ®1992 and 2003 by The American Institute of Architects. All rights reserved. WARNING: This AIA9 Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA9 Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIAsoftwareat16:22:53 on 04/04/2018 under Order No. 4467039837 which expires on 03121/2019. and Is not for resale. User Notes: ( 3B9ADA24) iiiil i{iii 11111 Bili ilii ilii GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT b COMPTROLLER Sf, 9128 Ps 877 (1P95) CLERK'S : 2018051974 RECORDED 05/09/2018 10:15:06 AM Aker Recording Return to:: RECORDING FEES $10.00 Francis X Mendez RECORDED BY hdevore 202 Lookout Place Maitland, FL 32751 Loan N Perm it No. NOTICE OF COMMENCEMENT 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: PARCEL 1D 27-19-30-504-0000-0040 ADDRESS: 400-430 Gordon Street, Sanford, FL 32771 2. General description of improvement 3. Owner information: Name and Address Red Lion Properties, a Florida Limited Liability Company, 322 Gordon Street. Sanford, FL 32771 Interest in property: FEE SIMPLE 4. Name and address of fee simple titleholder (if other than owner) 5. Contractor: Name: Precision Building Construction Address and phone number. 1200 Hillcrest Street, Suite 101 Orlando, FL 32803 Telephone: (407)574-6443 6. Surety Name, address and phone number. Amount of bond S: 7. Lender. Name: Fidelity Bank of Florida, N.A. Attention Marion Miron Address: 1380 North Courtenay Parkway, Merritt Island, Florida 32953 Telephone (321)432-1408 S. Persons within the State of Florida designed by Owner upon whom notices, or other documents may be served as provided by Section 713.13pxa)7, Florida Statutes: Name: address and phone number: 9. In addition to himself; Owner designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.130)(b), Florida Statutes: Name: Third Party Partners, Inc., Attention: Robin McLeod Address: 2282 Sunnyview Dr., Oviedo, FL 32764 Telephone: (407)366-2000 10. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Under pena^ of perjury, I declar that I have read the foregoing Notice of Commencement and that the facts stated therein are true to h best of my know d and belief Leer M M Date Owner- Date STATE OF: `; L.u-0-.0 Pe COUNTY OF: 5 E M .V4 o LAE The foregoing -was acknowledged before me this oil+- , day of M0. 20 (9 By: Shane Lee as Managing Member for: Red Lion Properties. LLC Personally . or Produced Identification , ZType of Identification Produced: Sigrm o -f NqW Public p ' stamp commissioned name Notary Public) FRANCIS X. MEND MY < OMMISSION # FF191rX Y GRn, li iiAwY EXPIRES Fepryprr 09.2019 CE1TTiF1'tGCJ r 7 rwr+30"11 CLERK OF 714E C:f: cel _vJ' • A ay.lu,,w, At.DC0.PT5tr.* ' LCRIDA a 'i DEPUTY CLERK GENERAL NOTES: 1. THS PRODUCT WAS BEEN TESTED. ANALYZED ! APVROVFD FOR DESAM PRESSIMN NOT TO rem THOSE Slow IN ME ALLOWABLE DESIGN PRESSURE.IABLL(S)'. 2. OPENAI;S, BUCKWC A MJCXW .. FASRNFA.S MUST BE PROPfPo.Y DfSGNED ! INSTALLED W TRANSFER MIND IOAIS TO THE STRUCTURE 1 ALL HARDWARE ! FASTENERS SHALL BE W ACCORDANCE WITH THESE DRAWINGS At SHALL NOT VAR! UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SMALL BE OCYOND WALL FINHH OR SIUOCO. 4. IM PRODUCT NAS BEEN DESIGNED W ACCORDANCE MIM ANO MEETS INE REOUF 1VM OF THE FLORIDA BL1ID2.'C CODE (TBC) NCLIIDONf FOGHH VEIDUIYHWRIF/JIC 20MC5 (INFO. S. 716 FROOIICI 6 NON-OrPACT M1FD ! MUST BE SHUTIC.9ED WINE A FIDIBDA CODE APPROVED SHUTTER WHERE REOURCD BY CODE. L ALL PARTNERS SECURING PROOIICI FRAMIS ID PRESUME TREATED BUCKS OR WOOD FRAYING SMALL BE CAPABLE OF RE55IWC CORROSUHN CAUSFO RT THE PRISSURE IRFAIING CHEMICALS W THE W000 7. DETERMINE THE POSFOYF A NEGATIVE. D(SK14 TOWS 10 USE WHEN REERCNCHNG MCSC DOCUMENTS IN AC11rD&PICE WITH M GOVERNING OOOE AND MOINAG WARD VELOCITY. FOR WIND LOAD CALL1RATM IN ACOORDVICE WITH FE FLORIDA BUILDING COOS A DFCCIMWIM FACTOR Or K6 - OAS MAY BE APPLIED POR THE ASCE-7 STANDARD L MATERIALS, INCLUBLUG BUT NOl LNYITED 10 STEEL SCREWS. 7NA7 COME INTO CONTACT " O71ER CSSOIRAR MATERIALS SHALL MEET THE REOLORDHLRS Or FLORIDA BUILDING CODE. 9. TO ME BEST OF OUR KNOWLEDGE, THE PRODUCT 9DAW HERON 6 QUALITY ASSURED BY A FLORIDA STATE AFMRM C07RFI[ATION/OA CNTTn ! SMALL BE LABELED IN ACCORDANCE WITH THE rBC AND THE FLORIDA DEPARTAEYT OF BUSWCSS ! PROFESSIONAL REGIRATION SPECIFICATIONS THESE DNAWIY,S SHOW ALL APPUCWLE ELEVATION, COUBKA110N, INSTALLATO" ! CIDWARATNE ANALYSE CONDITIONS AS DETERMINED THROUGH TESTING At ENIGIM ERIMG NATIONAL AN&VM PRODUtf ASSEMBLY SMALL BE IN ACCORDANCE WITH THESE ORAWINGS, THE MANWACTILM'S OUNM ASSURANCE SPECUICAIMS ! IESIINC REPORTS 1O CERTIrCATDN OF THS PRODUCT SHALL BE CONSIDERED VDD 6 11 6 INSTALLED WIINOUI A BUDDING PERM FROM THE APPLICABLE LOCAL BUILDING OFPARIMCNT OR IF R S NSIAILLD ED ANIONE OTHER TIAN A LICENSED CONTRACTOR C(PCRIENCED WITH INSTALLAI&IS Or TNS TYPE OF PRODUCT FRAME ANCHOR REQUIREMENTS TABLE FRAME & SILL ANCHORS SEE LOAD TABLES ON SHEET S OPEMNG TYPE 3AMB TO OPENING MINIMUM MINIMUM SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. MIN. 2X_ WOOD FRAME OR BUCK N0. 12 SNS SCREW 1 3/8' MIN. GR. 3 & G-0.55) 3/4' MIN. 16 GA. 33 KSI METAL SND 1/4-20 SELF TAPPING SCREW FULL 1/2 - 2' MIN. MIN. 1/8• THD( A36 STEEL 1/4-20 SLLF IAPPING SCRLW OR FULL1/4' THRU-BOLT 1/2" L)C-90 CMU (') 1/4' CDNCRETE SCREW 2' 3000 PSI CONCRETE (') 1/4 CONCRETE SCREW 1 3/4' 2 1/2' 1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CREIE-FLEX (S.S.), RW RAMSEr/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). CMU IS APPLICABLE AT SIDES ONLY. HRE-IN 6 CURRENT WITH ALL CURRENT TESTING• CODES AND AFftVARLE STANDARDS. CORNER & FRAME END CONSTRUCTION: FNAME NEAR CORMR, HEAD S SOLARE CUT. BUTTED TO SIDE. FASTENED WITH 4 N0. 12 X 1 1/6' PPHFI TYPE AS FASTENERS THROUGH THE SIDE MEINSER LA70 THE Xw MDADER SCREW SPLINES ! SEALED WITH SILICONE. FRA11 S11 CORNER, SILL 6 SOIWFE CUT, BURIED TO SIDE. FASTENED WITH 2 NO 12 X 1 1/6' PPHT TYPE AS FASTENERS THROUGH THE SIDE MEMBER PTO THE SRL M ASM SCREW SPLINES ! SCALED WITH SYICOHE NDRrzONrtu fRAUE YIRLON ENO MLALIDN 5 SODARE CUT, BUTTED TO SOL FASTENED MIHI 2 NO. 12 X 1 1/6' PPHFT TYPE AI FASTENERS THROUGH THE SIDE UELDER INTO THE MULUDN MDABER SCREW SPUNCS ! SCALED WWII SILICONE DOOR 4N4H1u u 1 1Nu END: SEE SECTIONS EI/6. WIS & 0/6 ODOR HEW fMUE =FftS SEE SECTIONS L1/6. L2/6 t I3/8, DOOR Sri CORNER THRESHOLD WAS SQUARE CN. BUTTED TO THE SDE, SECURED TO THC SIDE LEWDER U56G A PLVOI ASSdULT OR STEEL CLIP ! SCALED WITH SILICONE 0001 PANEL 10P RM CORNEAS AT EACH TOP CORNCR. THE TDP RLL END 6 SO" CITE. BUTTED, AND ATL -00 to THE VERTICAL SIRE BE MEANS OF A 1.094' LOW WELD CUP KAWNM R PART 0200-450. 0200-452. OR /200-457). EACH WELD CUP 6 ATTACHED TO THE LFR'RIVAL SDIE USING. TWO(2) 1/4-20 X 3/4' PHLS THAT PASSED TT IM" THE DOOR STILE AND ARE THRAOED 000 3/16' THRIX rSTIEEL NUT PLACES. THENIERSECRHONOFE04 CORNER JOIND WAS WELDED USING ONE(L). 1/2' OVA012 PLUG WELL, AND ONE(1). 1/4' X 1 1/6' FILLET WEND THAI ARE APPLIED 10 BOM WEBS OC THE lOP RAL DOOR PANG ROWAN CORNEAS Al EACH BOTTOM CORNER. THE BOTTOM RAL END 6— ARE CUT, BAITED. AND ATTACHED TO ME VERTICAL STILE BY MENS OF A 1O9i LONG WELD CUP (IAWNEEt PART 0200-4S) OR 02W-459). CM1 WELD CUP 6 AIIACIED 10 IHE VLRIICAL SIVNGERA, 11101)(2) 1/4-20 X 3/4' PHA6 THAT PASSED THROI1G11 THE ODOR SRE AND ARE THNEAOFD INTO 3/16' THICK STEEL MII PLATES THE INTERSECTION OF EACH OORNER JOINT WAS WELDED MM ONE(1). 1/2' DWLEER PLUG WELD AND OMC(1), 1/4' X 1 1/6' FILLET WELD THAT ARE APPLIED 10 BOM MBS Of THE TOP RAL F-L.i>lr. 4 -4:'- 723'7. Z 2-8 SEE MULUON END CONNECTION DETAILS ON SHEET 2 FOR ANCHOR OUANTITY OPTIONS 2" OR 52 1/2' MAX. 52 1/2' MAX. 4 1/2' 6' MAX. r20* OCMAX-{ 2' OR 4 1/2' I 6 I I11 1))11 I 6' MAX. ITT MAX. x Fl - x 1J 2 1 W x 18' MAX. O.C. AT FIXED PANEL SIDES h I 6' MAX. 0 If 1 mU WT Nm NS7AL4TICN K 52 1/2' MAX. 2' OR 4 1/2' II I 1111 0 THE 1AN11FACTURER 2 WIDTH 577 SEE LOAD TABLES ON SHEET S OR 3 g?Sr IT 41/2' Hol tM O O: J CENTERUNE CENTERLINE CENTERUNE THE EVALUATION. IN TIM F v[R.40NN OTMIAI/ LW d r.0. SEE MULLION t+ P ppg END y • Z , y i HRE-IN 6 CURRENT WITH ALL CURRENT TESTING• CODES AND AFftVARLE STANDARDS. 52 1/2' MAX. D.L.O. TLP.) CONNECTION DETAILS ON I SHEET 2 FOR mc Q;O WA``• k'41 MULLION LOAD MAX. WIDTH 577 SEE LOAD TABLES ON SHEET S WIDTH MULLION LOAD 577 (MAX. WFURMATICI ! RESULTS FROM APPI1GRt TRT REPORTS. INE F1011ffiA HIDING WINDOW WINDOW WINDOW tM O O: J CENTERUNE CENTERLINE CENTERUNE THE EVALUATION. IN TIM F v[R.40NN OTMIAI/ LW d r.0. SEE MULLION UI7itVi O:'y CONFIRM WITH THE EVALWIGN ENGINEER OF RECORD THAI EVERYIH M SPECIFIED END y • Z , y i HRE-IN 6 CURRENT WITH ALL CURRENT TESTING• CODES AND AFftVARLE STANDARDS. 52 1/2' MAX. D.L.O. TLP.) CONNECTION DETAILS ON I SHEET 2 FOR mc Q;O WA``• k'41 QCHOR UANTITY OPTIONS F r t qI I ILII 1111 I1111 IIII' I ILII ILII 20' O.C. MAX. TTP. FRAME ANCHOR EXTERIOR ELEVATION WHERE SHOWN. SF.f. MULTIPLE FIXED PANEL STORE FRONT ASSEMBREQLYFRAMEANCHOR SCALE: 1/2'=H'-0' THIS SHEET F TABLE' ON HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLINKED. NUMBER OF VERTICALTHISSHEETFOR REQUIREMENTS. PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. L* FSI/F2j44• ALLOWABLE DESIGN PRESSURE .,c`•........ z o•.: EVAUMmR OF THE PRODUCT 6 BASED ON MRICABLE STANDARDS AND/OR SEE LOAD TABLES ON SHEET S HA LL •G: WFURMATICI ! RESULTS FROM APPI1GRt TRT REPORTS. INE F1011ffiA HIDING tM O O: J t00E vE7SI0N CONSIDERED MMCaftUAMON WAS IN uP6MRS n E d 4X i a0;Of ZTHEEVALUATION. IN TIM F v[R.40NN OTMIAI/ LW d r.0. TESTING 6 COMPLETEDTHE ON FTHISACT PRODUCT, HE EVEN THAT TETTE OR COMPLIANCEPRIONTOSMItr:C CODE COMPWNCE MIM THE STATE. THE MANUFACTURER SHALL UI7itVi O:'y CONFIRM WITH THE EVALWIGN ENGINEER OF RECORD THAI EVERYIH M SPECIFIED y • Z , y i HRE-IN 6 CURRENT WITH ALL CURRENT TESTING• CODES AND AFftVARLE STANDARDS. J7 A•• 4 I Q;OWA``• k'41 F r t U b 0 ff WK a I zz a Nm 0O Ln Sao cl of fn g, z3H'no s^ N SHEET NO. 1 OF 2" 96' MAX WITH TRANSOM MULLION PART /7 OR 8 OR 52 1/2' MAX. 52 1/2' MAX. 84' MAX. WITH TRANSOM MULLION PART #5 OR 6 2• 4 1/2' (SEE TRANSOM MULLION END NOTE BELOW) SEE MUWON END 2' OR 4 1/2' 2" OR 4 1/2' - 6' MAX, a CONNECTION DETAILS ON 16' MAX THIS SHEET FOR ANCHOR 20' MAX. O.C. AT DOOR FFOUANOP11OPTIONS---,,O.C. 6 TRANSOMITTY 2' 2 6MAX. MULLION ENil[ I DETAIL H CONNECTION TYPE -A'1 61 6 ' I 61 2 CENTERLINE - 2' TO 3' (2 ANCHORS EACH SIDE OF MULLION) N1 w 7 I 7 9 8 16' MAX. < z rn N2 O.C. AT 2--4-92- FOR 2" 3 p o FOR DOOR E.FPRE 8 DOOR MULLION END CONNECTION DETAIL v q d 52 .1/2' MAX. DLO. / INFORMATION NON SIDES TYP.) DOOR El"ATIONg (CONNECTION TYPE "B"1 3 ANCI TORS EACH SIDE OF MULLION $ vMULLIONLOADWIDTHMULLIONLOADWIDTH _ ( ) w MAX. 517 (MAX 76")- _ - - - _ _ - 2' AS g U o 666 68 / MAX. off' ; c 69 071 / p S z i WINDOW WINDOW DUt I _ _ _ •zz CENTERLINE CENTERUNE I 2 2 im Fl MULLION END CONNECTION DETAIL D II 6' MAX. (CONNECTION TYPE V) 4 ANCHORS EACH SIDE Of MULLION) z a 2c! 20' O.C. L / 6' MAX. d VAX. t- s 4.5" SEE MULLION END CONNECTION IYP. FRAME ANCHOR WHERE SHOWN. DETAILS ON THIS SHEET FOR ANCHOR SEE "FRAME ANCHOR REQUIREMENTS 4 5' 5' MAX. z QUANTITY OPTIONS TABLE' ON SHEET EXTERIOR ELEVATION R 0 iREMLNIS 1 FOR CLIP 31 DOOR SILL 15 i4 3 TRANSOM MULLION NOTE STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (NOTE: DOOR SILL ANCHORS INCLUDE t SCAI.f.: 1 2 =1'-0' 9 TOTAL AT DOUBLE DOORS & 3 $ 3 4 WHEN TRANSOM MULLION PART BS / 70TAL AT SINGLE DOORS AS SHOWN.) OR 6 IS USED, MULLION SPAN IS NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. r1TI1 F LIMITED TO MAX. 84' WHEN 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. THREE(3) 3/8" WEDGE/SLEEVE * TRANSOM MULLION PA91 /7 OR 8 ANCHORS WITH MIN. 2 1/2' EMBED DOOR JAMB/MULUO SILL ANCHOR " IS USED, MULLION SPAN MAY BE AND 2 1/2' EDGE DISTANCE UP TO MAX. 96'. SEE PARTS ALLOWABLE DESIGN PRESSURE (GALVANIZED STEEL OR SS MULLION END CONNECTION DETAIL ; , DRAWINGS FOR MULLION PARTS. SEE LOAD TABLES ON SHEET 5 RAMSEI/RED HEAD DYNAROI.T, HILI (pT DOOR SIDE JAMB MLILIJON) e2 KWIK-BOLT 3 OR POWERS RAWL NOTE: THIS MULLION END CONNECTION IS 'J NOTE: THESE DOOR UNITS ARE N07 APPROVED FOR USE WHERE WATER INFILTRATION POWER BOLT) EQUIVALENT IN PRESSURE CAPACITY TO t C RESISTANCE IS REOUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN CONNECTION TYPE V. 2 °•, Z 3 NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE WALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EOUAL TO OR MORE THAN 1.0 PER FDC. y of 2' OR 52 1/2' MAX. 4 1/2' SEE MULLION END CONNECTION DETAILS ON SHEET 2 FOR ANCHOR OUANTTIY OPTIONS Jill Jill I5 52 1/2' MAX. D.L.O. _ TYP.) G 7IG2 T O I 7 W JO K x W ZS b b 01 MULLION MMA WINDOW CENTERLINE 52 1/2' MAX 96' MAX. 2' 2' or 4 1/2' 2' DOOR 6' MAX. 20' MAX. CENTERLINE O.C. Lt L3 16' O.C. 8 6 8 1 6' MAX. I %/ I —T I K P I N1 g I B 16' MAX. O.0 AT 69 60 7i I \ N2 SIDESIB b P— 2 - WIDTH MULLION LOAD WIDTH, MAX. 761 I WINDOW DAR OR SIZE. PRESSURE 8 CENTERLINE M ATION NOT SHOWN. SEE 8 LEVATIONS ON SHEET 5 629 J- L LIl l l 6' MAX. J 20' O.0 f I / ' ECCE - 6' MAX. MAX. 2 SEE MULLION END CONNECTIONTYP. fRAME ANCHOR WHERE SHOWN. DETAILS ON SHEET 2 FOR ANCHOR SF.E 'FRAME ANCHOR REQUIREMENTS QUANTITY OPTIONS TABLE' ON MEET 1 FOR REOUIREMENTS. EXTERIOR ELEVATION (NOTE: DOOR SILL ANCHORS INCLUDE STORE FRONT ASSEMBLY WffH DOORS k NO TRANSOM 9 TOTAL AT DOUBLE DOORS & 1 SCALE: 1/2'=1'-0' TOTAL AT SINGLE DOORS AS SHOWN) NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 BQTE; THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REOUIRED BY THE DOOR UNLESS THE UNITS ARE INSIALLED IN NON -HABITABLE AREAS WHERE TIIC UNIT k THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHFRE-BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. tip• . LO co ,0 u. X. t Q Oi Z: 7i sj O 2d 'ti Z 9 ,V! 0; yy. U2 .5 a rcm . s^ T z a. Z € d 7j. y - 33 o: 96' MAX. WITH WIDE STILES & RAILS, 72" MAX. WITH NARROW STILES & RAILS D" CDMLM L1 2 3 t 16' MAX. 6" Mo. O.C. 6" MAX. x, i! N1 P I n R8' 16' MAX. m W W _ 9 d c 2 66 6 fib 9 \ T3 rA) ORT G ci- 1f14i86971ci '^ 3 LDLX s;Mnr.q I S N SIDES 3 c 4! y 0 ina W9 I 9 9 y \3Nir of MAX. TYP. FRAME ANCHOR N - z I a0 € ^ € I 28 1/2' MAX. WHERE SHOWN. SEE m € n 37 3/4' MAX. z c D.L.O. WITH WIDED. WITH NARROW ' FRAME ANCHOR STILES RAILS REQUIREMENTS TABLE' e STS & RAILS ON SHEET I FOR REOUIREMENTS. a m I (NOTE- DOOR SILL m J- ANCHORS INCLUDE I I 6- MAX.9 TOTAL AT DOUBLE I DOORS & 3 TOTAL AT SINGLE DOORS 6- MAX. --( AS SHOWN.) EXTERIOR ELEVATION DOUBLE DOOR ASSEMBLY SCALE: 1/2•=r -D• ALLOWABLE PRESSURE = +/-65 PSFI 48 1/16' MAX. WITH WIDE STILES & RAILS, 36 1/16' MAX. WITH NARROW STILES & RAILS L1 L2 3 6" MAX. 15' MAX. 0. C. 6' MAX. NI N1 8 N7 9 37 3/4' MAX. D.L.O. WITH WIDE STILES & RAILS 66 67 68 LDa 69 O 71 sls 28 1/2' Mo. D.LO WITH _ NARROW STILES & RAILS. 1I AX6" M. —( 16" MAX. O.C. AT DOOR SIDES 2 MAX. EXTERIOR ELEVATION SINGLE DOOR ASSEMBLY SCALE_ 1/2'=1'-0' ALLOWABLE PRESSURE = +/-65 PSF MM- THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REOUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON-HABITAOLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTAI.111) AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERIIANG(OH) RATIO IS EOUAL TO OR MORE THAN 1.0 PER FBC. s E n TYP. FRAME ANCHOR WHERE SHOWN SEE FRAME ANCHOR REOUIREMENTS TABLE" ON SHEET 1 FOR REOUIREMF.NTS. NOTE: DOOR SILL ANCHORS INCLUDE 9 6" MAX. TOTAL AT DOUBLE DOORS3TOTALATSINGLE DOORS AS SHOWN.) EXTERIOR ELEVATION SINGLE DOOR ASSEMBLY SCALE_ 1/2'=1'-0' ALLOWABLE PRESSURE = +/-65 PSF MM- THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REOUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON-HABITAOLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTAI.111) AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERIIANG(OH) RATIO IS EOUAL TO OR MORE THAN 1.0 PER FBC. s E n VERTICAL MULLION LOAD TABU MULLION W) VERTICIL MULLION LOAD TABLE MUWON 'B VERTICAL MULLION LOAD TABLE MUWON 'Cl VERTICAL MULLION LOAD TABLE MULLION 'D7 I GLASS LOAD TABLE AOt Al 6 DAY LIMIT OPENING (0.1.0.) N1DIrA UNREINFORCED FIXED PANEL VERTICAL MULLION FIXED PANEL VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MUWON REINFORCED WITH TWO CHANNELS MAIDMUYLONGSIDE I MAXIMUM PRESSURE SHM SIDE (*/- p5r) K ro YAI mYMLIONSPANN) MAMMUM ALLOWABLE PRESSURE (+/- PSF LOAD OONNECipN O014NEC71014 CONNECTION WIDTH A' 'B' 'C' IN.) (PSI) (PSI) (P51) N410WMYWIONSPANIN) MAXIMUM ALLOWABLE PwS &JRC I+/- LOAD CONAEC'110x NLCTION CONNECEON WIDTH 'A' 13' Y' ON) (PSI) (PsI) (PSI) YAIOYYMMULLIONSPANIN) MAIOMUM ALLOWABLE PRESSURE - PS LOAD CON4CCIION ION CONR[CIION WIDTH 'w 7' 'C' IN) OSI) (PSE) (PSI) MAIOMUM40AA10NSPANON) MA2NUY ALLOWABLE PRESSURE I+/- IDwD -..!A IIDN CONN CTpN COxN[CibNDIM 'A' 13' 'C' W) (PSI) (PSI) 1p5F1 GLASS OPIDN 1 1 90.0 34.0 650 if 935 5251 65 D 57 411 476 476 51 47.0 512 532 so 45 533 603 LO3 39 6151 650 650 33 650 650 6&0 57 412 591 591 s0 se SOs S&o 650 45 573 6&D 660 39 63.0 6&0 MIS 57 40.9 650 650 74 5f 546 6&0 650 45 1119 650 6so 57 53.2 650 65.8 68 51 59.5 650 650 45 MIS 650 650 62 57 SB3 650 6S0 St 65.0 650 MIS s6 57 NES 650 650 MULLION 'A' =VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT MULLION 'B' = VERTICAL MULLION BETWEEN FIXED PANELS WITH ONE(I) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT MULLION 'C' =VERTICAL MULLION BETWEEN ODORS AND FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT. MULLION V = VERTICAL MULLION BETWEEN DOORS AND FIXED PANI.F.S WITH TWO(2) CONTINUOUS SIM CHANNELS FOR REINFORCEMENT. LOAD TABLE NOTES. 1. IHE LESSER OF THE LOADS DETERMINED FROM THE MULLION LOAD TABLES AND THF. GIAS.S IAAD TABLE SHALL CONTROL FOR THE ASSEMBLED UNIT. 2. At I. TOADS IN THE Al ASS IOAD TARLE ARE AS RESTRICTED BY TESTING AND THE CURRENT ASTM E1300 SIANDARD. 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN DEIERMINED BASED ON IHE WEAKEST CONDITION OF USING E ALLOWABLE LOADS MAY IIEMBERS. IT S POSSIBLE THATTHEII61 INCREASE WITH USE OF THE 4 1/2' MADE FRAMING MEMBERS. BUT CONSIDERATION OF THIS INCREASE IS NOT APPLICABLE TO THIS APPROVAL. INCREASE IN MULLION LOADS DUE TO USE OF THE 4 1/2' FRAMING MEMBERS SHALL BE REVIEWED AND CERTIFIED BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL. 57 SI 45 1235 39 31 27 xl 57 51 45 120 30 33 27 21 57 51 SOB 45 3o 33 27 57 511 9B 45 39 33 v 517 sl Sd 45 39 57 so sl 45 39 57 st 74 45 3 57 51 45 51 56 1 57 293_ 32.7 37.1 42.6 506 619 6510 3061 3.17 I 382 44.1 52.1 63.6 CSO 335 37.4 42.4 490 579 650 369 413 611 540 930 6so 42.1 47.0 53.3 6151 0sD 452 sos 573 6510 4466 5466 61.9 650 12 59.5 1 61.9 Bio 1 64.5 59.6 Lip L&0 650 65.0 Sip 651) 61.9 ns D 650 65.0 6s0 610 656 650 850 6&0 650 65.0 650 650 0.10 65.0 610 6s0 6&o 610 610 610 610 650 65.0 6.5.0 LSp 6510 Lsa 650 LSD 16.0 650 55.0 6506 651) 65.0 50.6 6510 06.0 65.0 6&0 6510 SSO 6&O 6&0 BSO 6510 no 1110 G&O 6S0 0.50 6510 6&0 CSO 6510 S&0 6&0 650 610 tao esD 6510 Ls 0&0 6so 65o 650 6So B&D a&o 650 650 06510 6&0 650 150 S&0 mO 650 76 72 68 6o 29 54 48 42 6 1 30 76 72 66 AS 60 54 48 42 36 76 72 66 82 6o 54 48 42 36 517 511 74 45 39 57 ea 511 45 n 62 51 se 57 1 27.7 282 31.9 35.1 390 438 50.1 50.4 550 1151 333 363 400 M+ 50.0 57.1 mo 33.1 34.0 38.1 41.9 466 2.4 59.8 LSO 4e9 54.6 81.9 850 532 51951 85.0 5113 650 069 569 6D1) 00 6S.0 6&0 650 65.0 65.0 6i0 1 64.11 6506 55.0 6510 610 6506 650 651) MIS 651) 650 650 650 65A 65A 650 6s.o 650 651) Sip 65.0 65.0 650 650 6510 0 599 632 650 6510 65.0 6&0 bio S&0 610 650 S&0 bio 65.0 65.0 610 6506 65.0 65.0 65.0 65.0 65.0 650 6&0 651) 650 6s.o 650 610 no 650 650 6&0 bio 6&0 eso 1215 76 22.0 45.1 479 OASS OPIWIN 2 blIJ V 72 23.2 47.6 sOs 90.0 1 34.0 65.0 66 253 $1.9 SSI 93.5 1 333 650 60 27.6 57.1 60.6 67.0 1 41.5 650 54 3D.9 633 650 610 1 4451 650 49 348 65.0 65.0 7510 42 398 65.0 65.0 6A0 I 52.51 65.0 36 48.4 65.0 6" MASS OPTION 3 30 5&7 65,0 1 65.0 9065 1 Ino 1 65.0 24 650 650 650 670 1951 65.0 3 U W pOC106 wSO a I Z 2 p W - n a C ¢451 r 43 vi e V n tAnN1a Z 12D 76 22.6 46.4 52.2 1 1110 21.0 65.0 72 23.9 490 S&I 710 210 650 66 260 535 SOS 69.0 »a 65106 so 286 589 65.0 630 27.0 6SO 54 319 6&0 65.0 570 30.0 650 48 .7511 65.0 MIS 4110 51/.0 651D 42 40.9 bio 6510 410 4n0 CSD 36 47.7 650 CSO TEMPERED PANES 1/4' 1/4' H.S. 1/4' AN. ES v M- GLASS SHALL MEET ALL rREQUIREMENTS OF GRAPIER 24 OF THE FLORIDA BUILDING CODE UC LE DING L REQUIREMENTS. 30 573 650 6&0 x+ 65.0 ) 6s0 WO 11111 76 2&1 51.8 58.0 72 26.5 54.4 61.2 66 28.9 594 Lsa 60 31.0 Lso 6&11 54 1514 650 65.0 4e 399 w.o as.o 42 4551 6SD S&O 36 110 65.0 65.0 30 016 Sao M0 24 6&0 MIS 6&0 Z e Mo2 W a S Z €€ R gf A. g L3cc> " Lida 911 76 :7.7 5n8 839 F.••""'"'••;V j2 V LL iU :y r o p; J CO :2 41 a p Z : Z : a. S'• . .» ' co, ` I''44 0 \\ PPS//BL 1 p\\ \` 72 29.2 600 65.0 66 319 6&0 616 60 35f 6506 65.6 54 39.0 610 610 48 431) 610 610 42 5114 610 610 3e 5e4 sso S&O 30 p&o 6&0 S&O 86 76 31.5 64.8 65.0 72 333 S&O 65.0 60 30.3 6510 6&O 0 fis.0 6&0\\ Q111* so 44.• s V 3 144 54 411&0 Gip 48 50.0 e50s. Bio 42 1 57.1 6510 65,0 38 65.0 6506 610 82 7e 33.1 bio 616 72 349 mo 6&0 96 381 650 65,0 BO 4196&0 8&0 54 406 6510 6&0 48 52.4 650 S&O 42 59.9 650 S&O 6 S&0 65.0 S&O DIET 10 5 OE 11 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4' MAX. SHIM AT EACH ANCHOR BY OTHERS EXTERIOR,JJJVLLA ZJ SEE GLAZING DETAIL 9 ON SECTION SCALE: 1/2 FULL KD SEE GLAZING tt--SEE ON 3xAZING EXTERIOR DETML 3 ON SHEET 9 SECTION e, SCALE 1/2 FULL 6 SEE GLAZING EXTERIOR 1-Tr` RaAlL 2 ON BY OTHERS FRAME ANCHOR 0 PER ELEVA71ONS SECTION 01 SCALE: 1/2 FULL 6 ET GLAZING DDETAIL 4 ON EXTERIOR 'mIU -T SHEET 9 15 \JJA LL/ ---SEE GLAZING DETAIL 1 ON SHEET 9 SECTION 82 SCALE: 1/2 FULL 6 EE GLAZING DETAE 4 ON EXTERIOR -I-T\/I- SHEEF 9 7-T1/4' MAX SEALANTS- 1/4' MAX. SHIM AT CACTI BY OTHERS SHIM AT EACH ANCHOR ANCI IOR SUBSTRATE BY OTHERS FRAME ANCHOR PER ELEVAIIONS SUBSTRATE BY OTHERS SECTION c2 SCALE: 1/2 FULL 6 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4' MAX. SHIM Al EACH ANCHOR SEALANTS -"/1} IYY OTHERS x v 2 2R S = EXTERIOR \ EE GLAZING y DETAIL 2 ON SHEET 9 ISECTIOND SCALE: 1/2 FULL 6 GLAZING OETAIL ON SHEET 9 N 17 lkSFE GLAZING DETAIL 8 ON $ SHEET 9 -z' Z SECTION SCU.E: 1/2 FULL 6 = or i EXTERIOR i SEE GLAZING DETAIL 7 ON SHEET 9 EXTERIOR 4 SEE GLAZING ` 46 DETAIL ON 9 1SHEEP9 SECTION E2 SECTION E3 SCALE: 1/2 FULL 7 SCALE: 1/2 FULL 7 1/4' MAX. SHIM AT EACH ANCHOR 1/4' MAX. SHIM AT EACH - ANCHOR BY OTHERS 1 FRAME ANCHOR PER ELEVATIONS SEE GLAZING DETAIL 1 OR 5 ON SHEET 9 ONLY WITH MULLION 'B' 014 SEALANIS BY OTHERS SECTIONF2 SCALE: 1/2 FULL 4 29 REQUIRED ONLY WITH MULLION C' k 'D' REQUIRED ONLY II 11 LlB WITH MULLION 'B' SEE GLAZING SEE GLAZING DETAIL 2 ON DETAIL 2 ON SHEET 9 ® SHEET 9 4 EX11:R10R SECTION G2 SCALE: 1/2 FULL 7 JDA SEE GLAZING SHEDETAIL 6 ON SHEEP 9 1 SECTION X EXTERIOR SCALE 1/2 FULL I J 1/4' MAX. SHIM AT EACH ANCHOR SUBSTRATE SEE GLAZING SEE GLAZING BY OTHERS DETAIL 2 ON SEE GLAZING DETAIL 6 ONJSLIEST9DETAIL1ORSHEET95ONSHEET 13 EXTERIOR 15 FRAME ANCHOR PER ELEVATIONS SEALANTS BY OTHERS SECTION Gt SECTION ft SCALE: 1/2 FULL 7 SCALE: 1/2 FULL 7 j°j mJ'4•' v> •'••.i9L. 1co O D•L1 3 :v a oit a' Z to Z r46 M PiLO O`: FRAME ANCHOR l/llllllll PER ELEVATIONS13S SEALANTS Ery SECTION OTHERS SCALE: 1/2 FULL 7 14 $$ 5 3j 334 or EXTERIOR 15 29 30 REQUIRED ONLY REOUIRED ONLY WITH MULLION WITH MULLION 'D' C• h '0• SECTION H SCALE: 1/2 FULL QJ j°j mJ'4•' v> •'••.i9L. 1co O D•L1 3 :v a oit a' Z to Z r46 M PiLO O`: FRAME ANCHOR l/llllllll PER ELEVATIONS13S SEALANTS Ery SECTION OTHERS SCALE: 1/2 FULL 7 14 $$ 5 3j 334 or FRAME ANCHOR - PER ELEVATIONS SEALANTS BY OTHERS SUBSTRATE BY FRAME ANCHOR• OTHERS PER ELEVATIONS SEE GLAZING I FRAME ANCHOR PER ELEVATIONS k1/4' MAX. DETAIL 8 ON SHIM AT EACH SHEET 9 ANCHOR FRAME ANCHOR 1 PER ELEVATIONS d } D_ $^ SEALANTS SL BY 07HM SECTION Lt SCALE: 1/7 FULI. 8 SEE GLAZING / DEFAIL 8 ON SHEET 9 1 EXTERIOR SUBSTRATE BY OTHERS 1/4' MAX. SI11M AT EACH ANCHOR ELY OTHERS N SEE GLAZING 46 DETAIL 8 ON SHEET 9 SUBSTRATE BY OTHERS \ FRAME ANCHOR / SECTION SECTION M PER ELEVATIONS SCALE: 1/2 FULL 8 SCALE 1/2 FULL 8 E BY OTHERS 1/4' MAX. SHIM AT EACH ANCHOR 1/4' MAX. SHIM AT EACH I1^ FRAME WID7H (F.W.) — ANCHOR SEE GLAZING I FRAME ANCHOR PER ELEVATIONS k 1 Im ` DETAIL 8 ON SECTIONSHEET9 SGL: 1/2 FULL B FRAME ANCHOR SUE PER ELEVATIONS d } D_ $^ ELY OTHERS N SEE GLAZING 46 DETAIL 8 ON SHEET 9 SUBSTRATE BY OTHERS \ FRAME ANCHOR / SECTION SECTION M PER ELEVATIONS SCALE: 1/2 FULL 8 SCALE 1/2 FULL 8 E BY OTHERS 1/4' MAX. SHIM AT EACH ANCHOR 1/4' MAX. SHIM AT EACH I1^ FRAME WID7H (F.W.) — ANCHOR I FRAME ANCHOR PER ELEVATIONS k 1 Im ` I z d Reit SUBSTRATE EXTERIOR BY OTHERS 63 13 SEE GLAZING d } D_ $^ SECTION SEAL E SCALE: 1/2 FULL 8 DETAIL 8 ON GEAR HINGE CONORION) z SHEET 9 g 6 37 56 ot l 4m I 4 r EXTERIORSUBSIRATE BY OTHERS 64 SECTIONSEAS N1 BY 07HERS SME: 1/2 FULL 8 BUTT HINGE CONDITION) 1/4' MAX. SHIM AT EACH II FRAME WID11J. (F.W.) — ANCHOR pIFRA1fANCHORPERELEVATIONSt 13 + SEETuINi SHEET 9 0 V! Glam1 8s 1 Im ` I z Reit SUBSTRATE EXTERIOR BY OTHERS 63 d } D_ $^ SECTION SEAL E SCALE: 1/2 FULL 8 GEAR HINGE CONORION) z 3 0 ti.. 0 Z O Y CJ •yam 00% OR; O rn 4\.• v inti z 5y; s 1441 1 E OF 1/4" MAX. SHIM AT EACH FRAME WIDTH (F.W) -- 1/4" MAX. SHIM AT I L SME WIDTH (F.W.) ANCHOR EACH ANCHOR I` FRAME ANCHOR PER ELfVAilONS FRAME ANCHOR PER ELEVATIONS SUBSTRATE t3 SEE GLAZING BY OTHERS 13 4 DETAIL B ON THIS SHEEP EE GLAZING 40 41 4 43 SEE GLAZING 4 DETAIL 8 ON 56 36 S' S DETAIL 8 ON 16 37 1HIS SHEEP 81 THIS SHEEP 56 O QO INACTNE ACTLVE 1 l r r r EXTERIOR ExTERIOR BSTRATE 6SECTION P SEALANTS SECTION R I EXTERIOR SCALSU5 E: I/2 FULL 9 BY OTHERS SECTION BY OTHERS SCALE: 1/2 FULL 9 SEALANTS SCALE: 1/2 FULL 9 BY OTHERS (PIVOT HINGE CONDITION) SEE CLASS SEE GLASS SEE GLASS EXTERIOR 5g OPTIONS BELOW 59 OPTIONS BELOW 59 OPTIONS BELOW 59 r 5/8' MIN..BITE 59 16 EXTERIOR 18 EXTERIOR) I t 3 IS 5/8" MIN. SITE 4 1 SILUCONE SETTING BLOCK l 5/8' MIN. BITE 16 o,: 9 AS REQUIRED GLAZING DETAIL 6GLAZINGDETAIL1 SCALE 1/2 FULL DOW 995 SILICON[ SETTING BLOCK AS REQUIRED SCALE: 1/2 FULL SEE GLAZING AT EACH END OF SEE GLASS DETAIL 8 ON SEE GLASS GLASS STOP GLAZING DETAIL 4 s9 I'— r OPTIONS BELOWTHISSHEETOPTIONSBELOWSCALE: 1/2 FULL EXTERIOR EXTERIOR SEE GLASS o O L 2 2 S9 OPIIONS BELOW 7/8' MIN. BITE r-- EXTERIOR 19 5 6 7 8 W 49 5/8 MIN. BITE 5/8MIN. BITE 15 lFSETTINGBLOCK AS REQUIRED DOW 995 SILICONE DOW 995 AT EACH END OF SILICONE SEALANT GLAZING DETAIL 2 19 _ DOW 995 CUSS SLOP SETTING BLOCK SEE GANG SCALE: 1/2 FULL GLAZING DETAIL 5 SILICONE AS REOUIRED DETAIL 8 ON SCALE: 1/2 FULL SEALANT GLAZING DETAIL 7 14LULlTHISSHEETSEEGLASS OPTIONS BELOW USED ONLY AT SHALLOW TO SHALLOW SCALE: 1/2 FULL\, ( 4t EXIEILIOR Sg POCKET GLAZING. .iLF ••. S/8' MIN. BITE 59 60 1/4' TEMPERED GLASS Z P to 1 3 FIXED PANEL GLASS OPTIONS Z V .4, co U 1 GLASS OPTION 1: 1' THICK I.G. GLASS WRH 1/4 ANNEALED PANES I p(TER'OR y 1 GLASS OPTION 2: 1' THICK I.G. GLASS WfTH 1 4 TEMPERED PANES St SEE "GLASS LOAD TABLE" ON SHEET 5 FOR GLASS LOAD 1/2' MIN' SITE ,2 t Z 16 SETTING BLOCK RCOUIREMENTS. 36 3 3 39 40 i b SECTION S DOW 995 SILICONE AS REQUIRED BUILDINGG CODEI( BC) LL INCLUDINGALL EAALL APPLICABLE TILE SETTING BLOCK 41 4 43 44 45 ''i* 14811111 SCALE: I/2 FULL 9 AT EACH END OF REOUIREMENTS. AS REQUIRED 46 4 48 49 GLASS STOP GLAZING DETAIL -3 SCALE: 1/2 FULL GLAZING DETAIL 8 SCALE: 1/2 FOIL 9 - 11 4.452 2.000 0.080 S Oj FRAME HEAD 2.000 -{ 0.010 4.500 REMOVE THIS AREA 70 AT TRANSOMS O4 OPEN BACK DOOR JAMB/MULLION 4.500 --i 1 4. 5007L-- Lf A000 2.000 C 0 080 0.050 1 @2' SILL. JAMB OR @2- SILL. JAMB OR MULLION MULLION 4.452 -' 0.188 2.000 0.125 7O DOOR TRANSOM MULUON USED WITH SPANS UP TO 96') 3.786 61 0080- 9 080- 14 SILL INSERT 4.452 EL 2.000 0.080 O3 2" HORIZONTAL MULUON 4.452 --{ 2.000 o.12s o.15e O DOOR TRANSOM MULLION USED WITH SPANS UP TO 967 0.580-1 3.590 0.080 @ PERIM RnL RFlLR 3 590 0.080 I0.062 1,218 1.553 @ POCKET 16 GLASS STOP 3.590- 0.080 590 0.080 13 FLAT FlLLER Im0. 548 4.875 0.893 1 1.750 19 GLASS 0.094 POCKET E EN I INSIONpp HIGH PERFORMANCE FLASHING 2 000 0094- 0.125 4.452 O DOOR TRANSOM MULLION LIMITED TO 84' SPAN) 4.452- 0.090 0.080 O4 1/2" SILL OR HORIZ. MULLION 0.050 1.160 0.050 4.150 FlLLER L--}- 0.666 3.650 1 ] SQ o.12s 0.125 GLASS STOP 1.484 0.156 E1.484 0.094 0.156 21 TRANSOM MULUON do DOOR HEAD END SHEAR BLOCK 0.094 USED WITH PART {5) @ TRANSOM MU ON & DOOR HEAD END SHEAR BLOCK 4.000 125 0.125 J_ 0125-- - 24 TRANSOM MULLION do DOOR HEAD END CUP USED WITH PART 18) USED WITH PART 17) 1 1.050 I I 0.050 2. 3LE- @ 75 POCKET INSERT 4.150 0.718 0.125 @3 TRANSOM MUWON do DOOR HEAD END CLIP, USED WITH PART 16) I- 4.452 -{ 0.125 2000 0.090 DOOR TRANSOM MULUON LIMITED 10 84' SPAN) 4.406 -j 10 4 1/2" SIDE P JAMB OR VERT. L 4.500 MULUON HALF 354 9 0.094 0.094 - I 4.406 I 12 000 4 1/2" SIDE JAMB OR 11 VERT. MULLION HALF WW/GLAZING POCKET 4.000 32 DOOR JAMB MULLION END CONNECTION ANGLE 0.250 1 1.313 0 0 0 4.500 4.500 2.000 4.125 4.188 3.826 0.935 0.120 1.000 0.135 J j05 -F62 0. 135 28 STEEL REINF. STEEL REINF. 30 STEEL REINF, 4.250 1.375 0.125 31 DOOR JAMB MULL END CONNECTOR CUP 4.50 0.125 0.500 4.000 - I -T 33 DOOR THRESHOLD z m Unn N W U1 s < y'UU10 I- 2.000 -I 0.062 0.094 1.062 3q SAM II DOOR STOP 2.000 - { -1 0.625 0.;25 35 LCN DOOR STOP 2.000 --I T 1.750 0.125 39 CONTINUOUS HINGE DOOR STILE (190 NARROW STILE) 0.125 I 1.750 1 3.500 --{ 36 BEVELED & PIVOT HINGE DOOR STILE 350 WIDE STILE) ALSO SINGLE DOOR LOCK STILE) T 3.375 - j 0.125 I 1.750 750 1 0.175 2.125 - @B & PIVOT @ CONTINUOUS HINGEHINGEDOORSTILEDOORSTILE (350 190 NARROW STILE) WIDE S ALSO SINGLE DOOR LOCK STILE) 3.563 2.188 3.500 -{ T T 1.750 1.750 1.750 0.125 0.125 0.125 40 rc INACTIVE DOOR & INACTIVE DOOR 42 ACTNE DOOR MEETING MEETING STILE (350 MEETING STILE (190 STILE (350 WIDE STILE) WIDESTILE) NARROW STILE) om euam man sm Iso' sm.-Ts uw2m 2.12.5 7 CONE. M662 DOOR SOIE '150' 00e}16 Mwmm 011cut. ma DODO SRE •1!0' 600,3-1e NL AMM 007 6YCIM: 0006 M2EIM SRF Z50' 60e ALO6N10ALPAY" Komm 0000 MEM. 576E ,90 6W -T& AWYNlY 006 KIM MW ,EERNC SRL '350- 600-8 AIIIIeNINI 1.750 em ACHE DOOR ,FETING 576E 160• 6067-I6 AWNIMON 0.125 1023OOrnINWJL1306003-16NMME 020 DOOR TOP RAs 190 600-16 ALRONUM 024 ECN ODOR IDP RLL '350• 606.176 AMID" 036 ODrn Sona RAL '390- fi 3- § Aus0/AR1 43 013 ODOR CROSS 600-1e NNWIN Os Coss mel coa Goes le uu lw MEETING STILE (190 041 OOOR MASS S70 600-18 NWnuuu Q"4 AND s[AIAMIs t.72a NARROW STILE) 079 ALCM 79s Dorn Dona sn3P ASSDB7 vAM 0.125 3.500 461 /SIRAOK WGTNn1SRPP66 vA 074 PV91-OII M5137 A?DN 50 DOOR ,KA7NFROM: EPa NIR00ANC e21 tt4rt6a101b I7AR NDa er TON - 1.724 -- 232 ellt ,aNOE ] P6R PNIEIJ B! N16D1 Lill 322 TOP Oi(TSETT PRO) B,' Maw 7131 64I[RM7OIATE olPscr Pnoi R' 6AWWM 44 DOOR TOP RAIL 2e 327 MM eons OPPSR 7,.m fff NA"M ( 350 WIDE STILE) s 1650 3-6'OWI )DCN M AWMS-R11E MM APPMAKE YM 120 OODRS w79 n1ID, NMI LOCN !M 6ARNEfl1 comS m no Do ova DOROMM 1090 cows ALM ICD ON oria PArmDE tR7o T clowm4 m No 6301 m . IAb6CN toe6 1.724 I 3.688 00,666A7m ROD Dm coca ,tA67eW ,606 0.125 OV00EAD CONCGIFD DOOR CIDSU RP IGIMEFR rn ILI SWAM OWN tTO6[R of MORMN2.250 ow tPM n7s+ ava 01 lunam 0.125 msca 4%Tm FASIEMTAS N0. to 6 1 114' IS SCREW 2 PER CW 7;- - - 14 PEN CID 1.724 1.724 --1 1.724 - 0125 0.125 3.875 8.250 0.112 7.500 48 DOOR BOTTOM RAIL (190 NARROW STILE) mo 66 v 3 r scww 10 10 o ooR " NAL 45 DOOR TOP 46 LCN D O LNDOORTQP47DOORBO uQM Ne ,0 ss s6AE16 a PIn sIo I 90 RAIL O WIDEWIDENato : r ss s4alEw s POI slv RAILC \(3$f DE RAILL (3 E350WIDE 1 4. 6 • ss SO1KW a• TRou DC6 t ,:• NAL oe NARROW STILE) MWSTILNO10-24 2 3/0• SS SCREW 1 Al ,SNM 0.886 IJ J% 500 0.050 1 T 51 DOOR GLASS STOP WwMbiq 1. P4 0.094 7.125 50 E 7 No or 11 f PERMIT Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 FFICE A LPI N E Phone: (800)7556001 W„ alpineitw.comO Site Information: ustomer. Accu -Span Truss Company Job Number. 19673 7bDeschption: GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later ddress. 322 GORDON ST. I City, State, Zip: SANFORD, " Name, Address and License # of Structural EOR if one exists for the building: Name: License #. Address: City, State, Zip: Engineering Criteria: Code: FBC 2017 RES State. View Version., 17.02.01.1114.21 JRef#: 1W9N4080017 Wind Standard, ASCE 7-10 Wind Speed (mph): 139I Rooftoad (psq: 20.00-10.00- 0.00- Floor Load (p4. None 10.00 This package contains a job notes page, 5 truss drawings and 0 details. Item Seal # Truss 1 087.18.1221.53990 T4 3r 087.18.1222.06197 T6 5 087.18.1222.21773 T2 Florida Certificate of Product Approval #FL1999 1 Item Seal # Truss 2 4 087.18.1221.55890 087.18.1222.16527 T3 TS This document has been electronically signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. gri11N1Mtryt N. E NSf • •.j' s No.70861 ; i STATE OF f . rip % A' 4v OR NAE 03282018 Printed 3/28/2018 4:23:35 PM Job Number 19673 Py. I Cust GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later I Oty: 8 I FROM•: AH 345 / T4 JACK I Dr o 408E 18. 1 210358920180017 Truss Label: T4 12 6 L"'- C 43 2X4(A1) 6" 1' 1' T T Loading Criteria (psQ Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 40.00 Mean Height 15.00 H NCBCLL• 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 it Plate Type(s): Loc. from endwall: Any WAVE GCpi: 0.18 Wind Duration: 1.60 Top chord 20 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pt In PSF) DeWCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(iL): NA Snow Duration: NA HORZ(LL):-0.000 C - - HORZ(fL): 0.000 C - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.036 TPI Std: 2014 Max SC CSI: 0.005 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01/1.1114.21 Additional Notes Provide (2)16d common(0.162"4.5") toe -nails at top chord. Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord. 03282018 10'6"11 10' Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 97 /22 /74 /- /24 /8.0 D 14 /1 /11 /- /- /1.5 C 11 /7 /e /- /- /1.5 Wind reactions based on MWFRS S Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires e seat plate. Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7cusses require e e cele in fab 'cetin , poling shi ping, installing and bretdn . Refer to and follow the latest edition of SCSI (Bulling Component efery Infonnebon, bY_ 'PI an CA) ibi safety practices prior to perto rning these functions installers shellhprowde tern racybracingperCSI. Unless noted olhenvise,top chord shall have propel attached structural sheathing and bottom chords all have a progeny attached ri9 d ceiling. Locations shown for ermanent lateral restraint f webs shall have brocinpan44,11ed per SCSI sedlons B3, 87 or 910. as applicable. Appl pplates to each face ofPtruss and position as shown above and on the Jointt etails, unless not otherwise. Refer to ALPINEdrawings1808-Z forYstandard plate positions. Alpine, a division of ITW Buildi%ttomponents Group Inc. shall not be responsible for any deviation from this drowing,any failure to build „rrdthe m„.n truss in conformance with ANSI/TPI 1, or for handling, shippinA, installation and breclnp of truss esA sesi on thl drawing or War pa9a 2400 lake Orange Dr. IIsUn this drawing Indicates acceofance of pro7esattonarr en Ing@ring re one bill so1eH Tor a ddes n shown. The sulFabilily Suite 150and ise of this athawing for any structures a responsibility o a uild ng Desig or pe ANS11 an 2. For more Information see this lows general notes page and these web sites ALPINE www.sl inellm TPI: www. Iroto • SBCA: www.sbdndu .Ww, ICC, wwwjoC3a1*.Wg Orlando FL. 32837 Job Number 19673 ply. I SEON: GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -FID In later I Oly: 8 I FROM: AN 351 / T3 JACK I Cu oR4 18.12210,5 900080017 Truss Label: T3 KM I Loading Criteria (W TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCSCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " C 2X4(A1) 6" 3' 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 CdC Dist a: 3.00 ft Loa from endwall: Any GCPi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP 02 Dense Bot chord 2x4 SP 02 Dense Snow Criteria (Pg,Pf In PSF) Pg: NA Ct NA CAT: W PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mlsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2)16d common(0.162"4.5') toe -nails at top chord. Provide (2)16d cemmon(0.162'x3.5') toe -nails at bottom chord. DefUCSI Criteria PP Defection In loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Creep Factor. 2.0 Max TC CSI: 0.153 Max SC CSI: 0.091 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1114.21 40 00 0EA1S11$1..• 0.708 i 4 SAT O ; Q COA QIVAI. bl„o„e r, a• 03282018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 168 /31 /120 /- /57 /8.0 D 54 /3 /39 /- /- /1.5 C 78 /38 /41 /- /- /1.5 Wind reactions based on MWFRS B Min Srg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quira extreme cafe In fabricating, h ndlin , shippin , ingtalling and brec np Refer to and &&low the lard editi n of 13CSI (BuldingiiSafetyInormabon, b Plan S9CA) 9r se ety ractices pnor to pe o Ing these functions. Instal ers shot provide temporary r BCSI., Unless noted o eiwlse,top chord shall have properl attached structural shga Inttl1 and bottom chord hall have a prop it id ceilin l. Locetions ahown for ermene t laXMI restraint of webs shall have bra ng nsi tied r SCSI se ons 03, 87 or 870; e. App7y plates to each face -.rpa ana positron as shown above and on the Jo nT etails, ungass noted olhervvise. Refer to 60A -Z for standard plate positions, ivision of ITW Suildino Components Group Inc., shalt not be responsible for any deviation from this drawing,an , fa0ure to build the if nnanoe with ANSI 11, or for handlingg sh' pin?. installation and bracina of trussesA Seal on this drawln9 or over pa e hawing, indlea1es _acceptance of roTesaiona ``in erin pons bllity soletyip h,e„ga n shown. The suitability ALPINENE MrrW0 ftw 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 GO DON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill In later I y: 4 I FROM: AH 357 / T8 HIP_ I Or 8 8 No 487 18.12 2. 0619010017 Truss Label: T8 C 12'5"6 12 4.24 p v co fV r V B 33 A 10' D Loading Criteria (psq TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCSCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) 9"4 Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height 15.00 H TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 CdC Dist a: 3.00 H Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP 92 Dense Bot chord 20 SP #2 Dense Special Loads Lumber Our.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 0 plf at -0.77 to 61 plf at 0.00 TC: From 2 pit at 0.00 to 2 plf at 6.77 BC: From 0 plf at -0.77 to 4 plf at 0.00 BC: From 2 pit at 0.00 to 2 plf at 6.77 TC: 21 Ib Conc. Load at 1.41 Code / Misc Criteria Creep Factor. 2.0 TC: 156 Ib Conc. Load at 4.24 Max TC CSI: 0.660 TPI Std: 2014 BC: 29 Ib Conc. Load at 1.41 Rep Factors Used: Yes Max Web CSI: 0.000 BC: 107 Ib Conc. Load at 4.24 Plate Type(s): 6'9"4 6'9"4 Snow Criteria (Pg.Pf in PSF) DeNCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loo Idden L/# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.010 D - - HORZ(TL): 0.020 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.660 TPI Std: 2014 Max BC CSI: 0.526 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01A.1114.21WAVE Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 233 /45 /- /- /- /10.6 D 124 /4 /- /- /- /1.5 C 102 /36 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 3759 Wind Wind loads and reactions based on MWFRS. A_ ;urrrrtire//r/rrN, Additional Notes 1 h`' fii,4 Provide (2) 16d common(0.162"x3.5") toe-nalls at top chord. 3T••• GE S •• '., Provide (2)16d common(0.16M.5") toe-nals at bottom chord. ••' F •• 0.708 1 y,as SAT O •; Qg con 1019A1. e,• r4 rrrMr I 03f 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ re extreme ce In fe catinA, hhanpdlingg, shin rn , in tallin and brean9. Refer to and f Ilow a lattest edition of CSI (BuildingggComponentgfetyInfonnabonbyTPIaneSBGA) fbr safetptyy precbces poor to performing these fu cbona. nstallere sAall provide tern orery brean per BGSI. Unless noteb olnervvise,top chord shall h8ve proReriy enached structural shgathing end bottortl chord shall have a ropen attach d npid ceiling. Locations shown forDennenent latriral restraint of webs shall have brac nAansl@Iled per BGSI sections @3, B7 or B10Y ea a piceble. ppT pl les to each face or Wss and pos bon es shown above and on the Jo nC efatls, unless noted otherwise. Refer to drewlings 160A -Z fo atandard plate positions. AlDine. a division of ITW Building Components Group Inc._ shall not be responsible for any deviation from this drawing,any failure to build the ALPINE. NE. NNmvol KW 2400 Lake Orange Dr. Suite 150 Orlando FL, 32637 08 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in toter (]y: (]y: t0 I FROM: AH 363 / T5 EJAC p o 408E087. 18JRef.. 1222.16527 03R8Q0 80077 Truss Label: TSKM Loading Criteria (ps ) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " C 2X4(A1) Ci Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height 15.00 R TCDL: 4.2 psi BCDL: S.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 R Loc. from endwali: not in 4.50 R GCPI: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional CdC member design. 4'10" 4'10" M CD N Snow Criteria (P9.Pf In PSF) DefUCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl L/# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.005 D - - HORZ(TL): 0.009 D - - Code / Mise Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.300 TPI Std: 2014 Max BC CSI: 0.225 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)!0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 AdditionalNotes Provide (2)16d common(0.162"4.5") toe -nails at top chord. Provide (2)16d common(0.162"4.5") toe -nails at bottom chord. IMPORTANT' FURNISH s require extreme cafe in fab oat nevi Safety Information, byI a ver SCSI. Unl as noted 0 erwi: tl ) 3, A Ipp jr r1a1as to each ffaa Is 160A -Z for standard plate pool a division of ITW Buiidln Com conceformanwith ANSI pi PI 1, t this drawln9 In icatea accept ie of this drawing for any stn as 03/28/2018 12'5"11 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 241 /42 /169 /- /87 /8.0 D 89 /5 /66 /- /- /1.5 C 131 /64 /70 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# INCLUDING THE INSTALLERS I. Refer to and follow the latest edition of CSl (BuOdin ming these functions Installers shall pro de to pore uctu II sheathing and bottom chord hall ave a grope y have bracing inst@Iled per SCSIs ons3, B7 or 810, on the Join emrls, unless n otherwise. Refer to failureto buildthe or Thee ui 9ee llity ALPINENE A"Irwo rnw 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. 19673 Ply: 1 $EON: 877371 / T2 HIPS I Oust: R408 JRef: IWSN4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill M later Oy: 2 FROM: AH DrwNo: 087.18.1222.21773 Truss Label: T2 KM / BAF 03882018 4'10" 1 8'4" 1 11'10" 1618" 410" 13'6" 13'6" 4'10" 4X6 =3X4 '4X6 12 C D E 6 u a r B F iv 4 G 10, I H B2 4X4(A2) =3X4 =5X6 =-4X4(A2) 16'8" 6- 51118 615" + 511"8 +6- 5' 1' 8 11'6"8 16'8" Loading Criteria (psl) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height 15.00 it TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist 0 to h8 C&C Dist a: 3.00 it Loc. from endwell: not in 4.50 R GCpi: 0.18 Wind Duration: 1.6D Lumber Top chord 20 SP 02 Dense Bot chord 2x4 SP #1 Dense :B2 20 SP #2 Dense: Webs 20 SP #3 Special Loads Lumber Dur.Fec.=1.25 / Plate Dur.Fac =1.25) TC: From 62 pif at -0.50 to 62 plf at 4.83 TC: From 31 pit at 4.83 to 31 pit at 11.83 TC: From 62 pit at 11.83 to 62 pit at 17.17 BC: From 4 pit at -0.50 to 4 pit at 0.00 BC: From 20 pif at 0.00 to 20 pit at 4.86 BC: From 10 pIf at 4.86 to 10 plf at 11.54 BC: From 20 pif at 11.54 to 20 pif at 16.67 BC: From 4 pif at 16.67 to 4 pif at 17.17 TC: 233 Ib Conc. Load at 4.86.11.80 TC: 131 Ib Conc. Load at 6.90, 8.33, 9.77 BC: 213 Ib Conc. Load at 4.86,11.80 BC: 89 Ib Conc. Load at 6.90, 8.33, 9.77 Purlins In lieu of structural panels use purlins to brace all gat TC @ 24" oe. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg.PIinPSF) Pg: NA Ct NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Def /CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.067 D 999 240 VERT(TL): 0.202 D 999 180 HORZ(LL): 0.024 H - - HORZ(TL): 0.049 H - - Creep Factor. 2.0 Max TC CSI: 0.341 Max BC CSI: 0.793 Max Web CSI: 0.245 VIEW Ver. 17.02.01A.1114.21 03/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DO IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLL Maximum Reactions (lbs) Loc R. /U /Rw /Rh /RL /W B 1353 1374 1- / - 1- /8.0 F 1354 /374 /- /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 F Min Big Width Req = 1.5 Bearings B 6 F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 683 -2494 D - E 590 -2239 C - D 590 -2242 E - F 683 -2490 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-1 2166 -580 H - F 2163 -580 1-H 2507 -720 Maximum Web Fontes Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. C-1 643 -76 H - E 642 -76 IING THE INSTALLERS to Td fyllow the larst edition of PC%Buldingg se ncbons Instal ars shall Cprovlde porery Aeathingg and Dotal ord gllall have a property c ng inslelled gr SCSI sections @3, 87 or 670; nt Details, unless noted othervnse. Refer to ALPINE via8onryfjssesA ropm th isddre wping,an falurregto buildgthe Dr lefAN3UTP1 eat on N.'. Xn ' e sulAtIIIty Su 50 Orange Dr. w.rpinstoro: SBCA: www.sbNndustn.00m: ICC: www.lawre.orn Orlando FL, 32837 eaplSisl{mslAaC/sPp7 •mslaFWt, as 4WwtA•p r11et:N•A ot.tPtat wA Atrrtao te®rtta W„_ I , KLOA001r- 1111r N,, MI rdP.Par I 1 S y It SIMPAW Sr'tluIAWp0•w tonIGatAt11A01 a011nr - i sm.. 1 1.175 _ Rl= TWrNeaeec t, DO•;•CENs•.: No. 7766 STATE OF t•IN•r•oYHeN.atowtN. reAtoars erwrroerw 6' reAtwrtoAvta•rowe Ir , nerLApN M!••R ••.• I M, Ci REOUIRED t•OPrO WVHrM mORY alae 1lAatlal NAv{a1 Dm w R r' era IPWeI WERrr' rrwl T+• ownHer -m a T• q' oneN' oft a a IP' tr r ' nv a a A' L• 11-76 s"• - 11•y awrw R TASF WJtm aR im /mllJLtOGLOW ArFAC'H AT FOEtl•I ii 1rm 1 112 O iDH3 &130 1 OU 1- f. om'• weIAON• rtrerntlrNa tat? d ar it 4Oar E .m[ooMrtnrovws !•nw d a, lila lM ALL aOL•a/ewm Moats ASTYASa11FIm IP1•I Rw AatL ALa1T0•/ .• .. • •• • AHM K1Ttlt tAOF —.t_ snP tY f -- IAm I t. y r I.M6I 390 ---1 ^ i WE I-- • mil evnc wr. rt waS gFr ar Aar Ot.rtWwm oitrc ilrP r twAo tt.tt r raWN araueaesw i I YYrq•V YarrMrYY MLRRBRf.•SPlIrQf'•4 eMELEVAn" sarrOY W Aawtt• 1 un ,Fl96l9YL4_'KT W taaULLgIPmNAYatldl 1 MAWtAapml- Ie Pim ArwvtnAWtARwon I STRNCRAIAL SIAM, GRAM IO CLAW U FL100 sro 1110A I or SEE SHEET 2 FOR NOTES 711 OA. 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MYP(Na I mQ.-W.W. sy00 05•.•NjNGENs9•.' 1 3 ' No. 7768 STATE OF 0010 4-1 BNS SEeGSLOtiGI j Mm= 1pltlr( RA s Orplpaw eaisr-ww iiu.i sr ua(POiao ruOW •fflrrr r1•v 001fQMl(a 000.OIR ilal(Ti(O 11' Jw1D OC,rr.N a00(ra1p. d • woaor•ar w11p MOwr g1lfw0,"O Nr 6ccMwY/• P-M%M WavaN. 1d NwOa(1d Nn 1wolona 1wa1 Mrw.a e1.mYa.1a •11W11.raP 4dP O10(IOSO0f110YI M 41,/.i(.Ef6(bP aVarrr101 W+Nita RlWNI4A1 Wr RLL ALLOWABLE TRANSVERSE OESION WINO LOADS root. MAX I MAX OESION L011D DESIGN LOAD DOOR DOOR POSITNE NEOA7IVE WIDTH NEIGNT (PSF) ' 6'4' 294' 77A 86A 9'4• 7174- vnus(mwr- I 1 ' 20'4' 50.2 56.7 11.0 20'4' 42.1 47.7 KwNY wle.t 274' 36.0 4110 17-V 20.4' 313 36.6 ioir•r awr•N l 1- r/eleer-n-Moo..R/P• r w•. f1111(I6 r1f• -,H wo Imo_ ( R...;m.na ..N...r. i 1 1 aluNrrenr i 26,1 l11o<OM(r O"Ni K •/DOC/-1l,Plalfr 20'4' 22.0 253 N(o0o(raun N1a1rr BNS SEeGSLOtiGI j Mm= 1pltlr( RA s Orplpaw eaisr-ww iiu.i sr ua(POiao ruOW •fflrrr r1•v 001fQMl(a 000.OIR ilal(Ti(O 11' Jw1D OC,rr.N a00(ra1p. d • woaor•ar w11p MOwr g1lfw0,"O Nr 6ccMwY/• P-M%M WavaN. 1d NwOa(1d Nn 1wolona 1wa1 Mrw.a e1.mYa.1a •11W11.raP 4dP O10(IOSO0f110YI M 41,/.i(.Ef6(bP aVarrr101 W+Nita RlWNI4A1 Wr RLL ALLOWABLE TRANSVERSE OESION WINO LOADS root. MAX I MAX OESION L011D DESIGN LOAD DOOR DOOR POSITNE NEOA7IVE WIDTH NEIGNT (PSF) ' 6'4' 294' 77A 86A 9'4• 7174- 20'4• 613 66.9 20'4' 50.2 56.7 11.0 20'4' 42.1 47.7 174' 274' 36.0 4110 17-V 20.4' 313 36.6 14'4' 274' 27.5 31.6 15'4' 20.4' 21.5 26,1 t6'4' 20'4' 22.0 253 KBO/ tll ' / •\ rY]NOn/r MMP .. a w . tQ11Q fl(YYNRIw morns r10 w 1ta 1.rs•wf•w w N(ymrai -e W•OOTMEeW,_Q a/EY:..9 dMEM910Nt1•NEMMOIE], ••i••. Wlsri-R Ottm,•L FII•CT1ON3 •kVM 1OLa OLf¢FM -• xim 110AW .•U1r 40-W UNDER 0731 •. BEGfYNELSON tJldO XYJDI ••5001• '• _ 0251.0300 :uwO OON LOIIS IJ1d7 OVER 0300 ' www• OONN{LS IJ1O3 JANUS INTERNATIONAL CORPORATION 135 JA7JU9 INTERNATIONAL BLVDTEYPLE 011 30179 T7P662.2swex 779.562.2291 92014.Na,a OER,n0a,111 Co10Pa00• N NlgM Rw~ CERTIFIED WIND LOAD RATED 25 OA SERIES 3100 DOOR ASSEMBLY MAX. SIZE 194• x 2W -W s `"- T1004 F NONE I I-_. 2 - 2 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 1 S 12 v Project Location Address 100 6 o+Zt DN STREE T As required by Florida Statute 553.842 and Florida Administrative Code 9N•3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.8oddabuildino.oro. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's Installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swin in t L 1 Sliding Sectional Roll Up QAO*. C04C 014 e O! F 1 "' Automatic Other S — w 2. Windows Sin le Hun Horizontal Slider Casement Double Hun Fixed Awnin Pass Throu h Pro ected Mullions Wind Breaker Dual Action Other June 2014 PERMIT # i„(_ w- Florida Building Code, Sixth Edition (2017) - Energy Conservation EnergyGauge Summit® Fla/Com-2017, Effective Date: Dec 31, 2017 IECC 2015 - Total Building Performance Compliance Option PERMIT # 1q, (.110 OFFICE Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: Q This Checklist The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. Q The compliance report must include the full input report generated by the software as contigous part of the compliance report. Q Boxes appropriately checked in the Mandatory Section of the complaince report. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Pagel of 21 PROJECT SUMMARY Short Desc: CO218092 Owner: Gordon St Warehouse Bldg A Addressl: 400 Gordon St Add ress2: Description: Gordon St Warehouse Bldg City: State: Zip: Type: Office Class: Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 518 SF Conditioned & UnConditioned Area: No of Stories: I Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Sanford FL 32771 New Finished building 5400 SF 518 SF 1.9 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 2 of 21 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 903.0 1,063.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES No Entry PASSES No Entry No Entry No Entry Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 3 of 21 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Building Official: COMMERCIAL ENERGY RATER #749 Date: 2-27-18 Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (') that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 4 of 21 Project: CO218092 Title: Gordon St Warehouse Bldg A Type: Office WEA File: FL_ORLANDO _SANFORD_AIRPORT.tm3) Building End Uses 1) Proposed 2) Baseline Total 58.60 80.60 903 1,251 ELECTRICITY(MBtulkWhl$) 58.60 80.60 17191 23640 903 1,251 AREA LIGHTS 30.40 35.60 8918 10432 468 552 MISC EQUIPMT 17.50 17.50 5138 5138 S270 S272 PUMPS & MISC 0.00 0.00 2 4 o o SPACE COOL 10.60 11.30 3114 3308 163 175 SPACE HEAT 0.00 0.00 3 8 0 0 VENT FANS 0.10 16.20 16 4750 1 251 Credits Applied: None PASSES Passing Criteria =1063 Design (including any credits) = 903 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 72.2% EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 5 of 21 Project: CO218092 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) Type: Office None WEA File: FL_ ORLANDO_SANFORD AIRPORT.tm3) Project: CO218092 Title: Gordon St Warehouse Bldg A Type: Office WEA File: FL ORLANDO SANFORD AIRPORT.tm3) System Report Compliance Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance Offices Warehouse 17 Office -Enclosed 518 1 1 PASSES 2 Storage & Warehouse - Inactive 4,882 2 2 PASSES Storage PASSES Project: CO218092 Title: Gordon St Warehouse Bldg A Type: Office WEA File: FL_ ORLANDO_SANFORD AIRPORT.tm3) System Report Compliance AHU1 System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 22200 14.50 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 22200 8.20 8.20 PASSES Heating Mode) Split System 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 740 0.00 0.82 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 740 0.00 0.82 PASSES System - Return Constant Volume 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 IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 6 of 21 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 7 of 21 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Description Type Category Design Min Eff Eff Design Max Comp Loss Loss liance None EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 7 of 21 Water Heater Compliance Description Type Category Design Min Eff Eff Design Max Comp Loss Loss liance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance finches) Runout? Temp 18tu-in/hr Thick linj Thick linj 1171 SF.Fj None EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 7 of 21 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 N/A Exempt 1 Mil e be checked by Designer er Engineer Insulation C303.2 Envelope Below -grade wall insulation installed per D manufacturer's instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's D instructions. Insulation C303.2 Envelope Above -grade wall insulation installed per 0 manufacturer's instructions. Insulation C402.3 Envelope High -albedo roofs satisfy one of the following: 13 0 13 3 -year -aged solar reflectance — 0.55 and thermal emittance — 0.75 or 3 -year -aged solar reflectance index — 64.0. Fenestration C402.4.4 Envelope U -factor of opaque doors associated with the building thermal envelope meets requirements. SYSTEM SPECIFIC C403.2.12.1 Mechanical HVAC fan systems at design conditions do not D exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM–SPECIFIC C403.2.12.2 Mechanical HVAC fan motors not oversized beyond allowable 0 limits. SYSTEM–SPECIFIC C403.2.3(8) Table Mechanical Heat Rejection Equipment: Minimum Efficiency x Requirement meet those listed in Table 0403.2.3(8) HVAC C403.2.7 Mechanical Exhaust air energy recovery on systems meeting D Table C403.2.7(1) and C403.2.7(2). SYSTEM SPECIFIC C403.3 Mechanical Air economizers provided where required, meet x 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 C403.3.2 Mechanical Economizer operation will not increase heating x energy use during normal operation. SYSTEM–SPECIFIC C403.3.4, Mechanical Water economizers provided where required, D C403.3.4.1, meet the requirements for design capacity, C403.3.4.2, maximum pressure drop and integrated C403.3.1 economizer control. SYSTEM–SPECIFIC C403.4.2.1 Mechanical Three -pipe hydronic systems using a common x return for hot and chilled water are not used. SYSTEM–SPECIFIC C403.4.2.3.1 Mechanical Hydronic heat pump systems connected to a x common water loop meet heat rejection and heat addition requirements SYSTEM–SPECIFIC C403 4.3 4 Mechanical Open -circuit cooling towers having water cooled 0 chiller systems and multiple or vairable speed condenser pumps, are designed so that tower cells can run in parallel with larger of flow crtieria. SYSTEM–SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency x requirements. Wattage C405.3 Interior Lighting Exit signs do not exceed 5 watts per face. x 2. To be checked by Plan Reviewer Plan Review C103.2 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. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 8 of 21 Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide 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 st Plan Review C103.2 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 manufact Plan Review C103.2 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 shoul Plan Review C103.2 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 shoul Insulation C402.2.5 Envelope Slab edge insulation depth/length. Slab insulation extending away from building is covered by pavement or — 10 inches of soil. Insulation C402.2.6 Project Radiant heating systems panels insulated to R-3.5 on face opposite space being heated HVAC C402.2.6 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5. Insulation C402.2.6 Envelope Radiant panels and associated components, designed for heat transfer from the panel surfaces to the occupants or indoor space are insulated with a minimum of R-3.5. Air Leakage C402.5.7 Envelope Vestibules are installed on all building entrances. Doors have self-closing devices. SYSTEM–SPECIFIC C403.2.12.3 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. HVAC C403.2.13 Mechanical Unenclosed spaces that are heated use only radiant heat HVAC C403.2.4.2 Mechanical Each zone equipped with setback controls using automatic time clock or programmable control system. SYSTEM–SPECIFIC C403.2.4.4 Mechanical Zone isolation devices and controls installed where applicable. SYSTEM–SPECIFIC C403.2.4.7 Mechanical Fault detection and diagnostics installed with air-cooled unitary DX units having economizers. SYSTEM–SPECIFIC C403.2.5 Mechanical Hot water boilers supplying heat via one- or two -pipe systems include outdoor setback control HVAC C403.2.6.1 Mechanical Demand control ventilation provided for spaces 500 f12 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. SYSTEM–SPECIFIC C403.4.1.1 Mechanical Hydronic and multizone HVAC system controls areVAV fans driven by mechanical or electrical variable speed drive per Table C403.4.1.1. SYSTEM–SPECIFIC C403.4.1.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM–SPECIFIC C403.4.2 Mechanical Temperature reset by representative building loads in pumping systems for chiller and boiler systems >500,000 Btu/h. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 9 of 21 SYSTEM–SPECIFIC C403.4.2.3.2.1 Mechanical Closed-circuit cooling tower within heat pump loop have either automatic bypass valve or lower leakage positive closure dampers. Open -circuit tower within heat pump loop have automatic valve to bypass all heat pump water flow around the tower. Open- or cl SYSTEM–SPECIFIC C403 4.2.4 Mechanical Hydronic systems greater than 500,000 Btu/h designed for variable fluid flow. SYSTEM–SPECIFIC C403.4.2.5 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 SYSTEM–SPECIFIC C403.4.2.6 Mechanical Chilled water plants with multiple chillers have 13 13 13 capability to reduce flow automatically through the chiller plant when a chiller is shut down. Boiler plants with multiple boilers have the capability to reduce flow automatically through the boiler plant SYSTEM–SPECIFIC C403.4.3, Mechanical Fan systems with motors —7.5 hp associated El 13 C403.4.3.2 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 C403.4.4.5 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM–SPECIFIC C403.4.4.6 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. SYSTEM–SPECIFIC C404.2.1 Mechanical Gas-fired water -heating equipment installed in new buildings: where a singular piece of water -heating equipment — 1,000 kBtu/h serves the entire building, thermal efficiency — 90 Et. Where multiple pieces of water -heating equipment serve the building wi SYSTEM–SPECIFIC C404.4 Mechanical All piping insulated in accordance with section details and Table C403.2.10. SYSTEM SPECIFIC C404.5, C404.5.1, Mechanical Heated water supply piping conforms to pipe C404.5.2 length and volume requirements Refer to section details. SYSTEM–SPECIFIC C404.6.3 Mechanical Pumps that circulate water between a heater and storage tank have controls that limit operation from startup to — 5 minutes after end of heating cycle. SYSTEM–SPECIFIC C404.7 Mechanical Water distribution system that pumps water from a heated -water supply pipe back to the heated -water source through a cold -water supply pipe is a demand recirculation water system. Pumps within this system have controls that start the Wattage C405.5.1 pump upon receiving Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed wafts are less than or equal to allowed wafts. Plan Review C405.6 Project Group R-2 dwelling units have separate electrical meters. Plan Review C406 Project Plans, specifications, and/or calculations provide all information with which compliance can be determined for the additional energy efficiency package options. SYSTEM–SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. SYSTEM–SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 10 of 21 Insulation C303.1 Envelope Roof insulation installed per manufacturergeTMS instructions. Blown or poured loose -fill insulation is installed only where the roof slope is -3 in 12. Insulation C303.1 Envelope Building envelope insulation is labeled with R -value or insulation certificate providing R -value and other relevant data. Fenestration C303.1.3 Envelope Fenestration products rated in accordance with NFRC. Fenestration C303.1.3 Envelope Fenestration products are certified as to performance labels or certificates provided. Insulation C303.2, C402 2 4 Envelope Floor insulation installed per manufacturer's instructions. Cavity or structural slab insulation installed in permanent contact with underside of decking or structural slabs. Insulation C303.2.1 Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. Insulation C303.2.1 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation C402.1.3 Envelope Non -swinging opaque doors have R4.75 insulation. Insulation C402.2.2 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Insulation C402.2.2 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. Air Leakage C402.5 Envelope Building envelope contains a continuous air barrier that has been tested and deemed to limit air leakage — 0.40 cfm/ft2. Air Leakage C402.5.1 Envelope The budding envelope contains a continuous air barrier that is sealed in an approved manner and either constructed or tested in an approved manner. Air barrier penetrations are sealed in an approved manner. Air Leakage C402.5.1.1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. Air Leakage C402.5.1.2.1 Envelope The building envelope contains a continuous air barrier that is sealed in an approved manner and material permeability — 0.004 cfm/ft2. Air barrier penetrations are sealed in an approved manner. Air Leakage C402.5 1 2 2 Envelope The budding envelope contains a continuous air barner that is sealed in an approved manner and average assembly air leakage — 0.04 cfm/ft2. Air barrier penetrations are sealed in an approved Air Leakage C402.5.2, C402.5.4 Envelope manner. Factory -built fenestration and doors are labeled as meeting air leakage requirements. Air Leakage C402.5.3 Envelope Where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening are located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope Air Leakage C402.5.5, Envelope Stair and elevator shaft vents have motorized C403.2.4.3 dampers that automatically close. Air Leakage C402.5.5, Envelope Outdoor air and exhaust systems have motorized C403.2.4 3 dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. Air Leakage C402.5.6 Envelope Weatherseals installed on all loading dock cargo doors. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page I 1 of 21 Air Leakage C402.5.8 Envelope Recessed luminaires in thermal envelope to limit infiltration and be IC rated and labeled Seal between interior finish and luminaire housing HVAC C403.2.1 Mechanical HVAC systems and equipment design loads calculated in accordance with ANSI/ASHRAE/ACCA Standard 183 or by an approved equivalent computational procedure SYSTEM SPECIFIC C403.2.10 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. SYSTEM–SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM–SPECIFIC C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM–SPECIFIC C403 2.4.1.1 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. HVAC C403 2.4.1.2 Mechanical Thermostatic controls have a 5 A°F deadband HVAC C403.2.4.1 2 Mechanical Thermostatic controls have a 5 A°F deadband. HVAC C403.2.4.1.3 Mechanical Temperature controls have setpoint overlap restrictions. HVAC C403.2.4.2.1, Mechanical Automatic Controls: Setback to 55°F (heat) and C403.2.4.2.2 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM–SPECIFIC C403.2.4.2.3 Mechanical Systems include optimum start controls. HVAC C403.2.4.5, Mechanical Snow/ice melting system sensors for future C403.2.4.6 connection to controls. Freeze protection systems have automatic controls installed. HVAC C403.2.6.2 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC C403.2.9 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. SYSTEM–SPECIFIC C403.2.9.1.3 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM–SPECIFIC C403.4.1.2 Mechanical VAV fans have static pressure sensors located so controller setpoint —1.2 w.c.. SYSTEM–SPECIFIC C403.4.2.2 Mechanical Two-pipe hydronic systems using a common distribution system have controls to allow a deadband >=15°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 OF. SYSTEM–SPECIFIC C403.4 2.3 3 Mechanical Two-position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM–SPECIFIC C403 4.4.5, Mechanical Zone controls can limit simultaneous heating and C403.4.4.5.1-4 cooling and sequence heating and cooling to each zone. SYSTEM–SPECIFIC C403.4.5 Mechanical Condenser heat recovery system that can heat water to 85°F or provide 60% of peak heat rejection is installed for preheating of service hot water. SYSTEM–SPECIFIC C403.4.6 Mechanical Hot gas bypass limited to: 240 kl3tu/h - 50% capacity, 240 kl3tu/h - 25% capacity SYSTEM–SPECIFIC C404.3 Mechanical Heat traps installed on non-circulating storage water tanks. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 12 of 21 SYSTEM C404.3 Mechanical Heat traps installed on supply and dischargeSPECIFIC piping of non -circulating systems. SYSTEM C404.3 Mechanical Heat traps installed on supply and dischargeSPECIFIC piping of non -circulating systems. SYSTEM SPECIFIC C404.6.1 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. System return pipe is a dedicated return pipe or a cold water supply SYSTEM C404.6.1, C404.6.2 pipe. Mechanical Automatic time switches installed to automaticallySPECIFIC switch off the recirculating hot-water system or heat trace. SYSTEM C404.9.1 Mechanical Pool heaters are equipped with on/off switch andSPECIFIC no continuously burning pilot light. SYSTEM -SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters and pumps SYSTEM C404.9.2 Mechanical Time switches are installed on all pool heatersSPECIFIC and pumps. SYSTEM C404.9.3 Mechanical Vapor retardant pool covers are provided forSPECIFIC heated pools and permanently installed spas. Controls C405.2.1 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50% Controls C405.2.1 Interior Lighting Occupancy sensors installed in required spaces. Controls C405.2.1, Interior Lighting Independent lighting controls installed per C405.2 2.3 approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting installed in all buildings. Controls C405.2.3 Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area lighting. Controls C405.2.3, Interior Lighting Primary sidelighted areas are equipped with C405.2.3.1, required lighting controls. C405.2.3.2 Controls C405.2.3, Interior Lighting Enclosed spaces with daylight area under 0405.2.3.1, skylights and rooftop monitors are equipped with C405.2.3.3 required lighting controls. Controls C405.2.4 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage C405.2.4 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Controls C405.2.5 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls will be daylight controlled, set based on business operation time -of -day, or reduce connected lighting > 30%. Wattage C405.4.1 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. Mandatory Additional C406.4 Project Enhanced digital lighting controls efficiency package: Interior lighting has following enhanced lighting controls in accordance with Section C405.2.2: Luminaires capable of continuous dimming and being addressed individually, <- 8 luminaires controlled in Mandatory Additional C406.6 Project Dedicate outdoor air system efficiency package. Buildings with hydronic and/or multiple -zone HVAC systems are equipped with an independent ventilation system designed to provide >_ 100 -percent outdoor air to each individual occupied space, as specified by EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 13 of 21 Mandatory Additional C406.7, C406 7.1 Project HVAC C408.2.2.1 Mechanical HVAC C408.2.2.1 Mechanical Testing C408.2.3.2 Mechanical Enhanced Service Water Heat System efficiency package. One of the following SWH system enhancements must satisfy 60 percent of hot water requirements, or 100 percent if the building otherwise complies with heat recovery per Section C403.4.5: Waste heat re Air outlets and zone terminal devices have means for air balancing. Air outlets and zone terminal devices have means for air balancing. HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. 4. To be checked by Inspector at Project Completion and Prior to Issuance of Certificate of Oeeup+aync7Y Post Construction C303.3, C408.2.5.2 Interior Lighting Furnished 08M instructions for systems and equipment to the building owner or designated representative. Post Construction C303.3, C408 2.5.3 Mechanical Furnished 08M manuals for HVAC systems within 90 days of system acceptance. Fenestration C402.4.2.2 Envelope Skylights in office, storage, automotive service, manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered design professional or approved agency. Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure proper operation. Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. Post Construction C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction C408.2 5 1 Interior Lighting Furnished as -built drawings for electric power systems within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems. Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of Post Construction C408.3 Interior Lighting occupancy. Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 14 of 21 Input Data Report Project Information Project Name: CO218092 Project Title: Gordon St Warehouse Bldg A Address: 400 Gordon St State: FL Zip: 32771 Owner: Gordon St Warehouse Bldg A Building Type: Office Building Classification: New Finished building No.of Stories: I GrossArea (SF): 5,400 Bldg. Rotation: None EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 15 of 21 Zones No Acronym Description Type Area Multi Total Area Isrl Isn 1 Offices Offices, RR CONDITIONED 518.0 1 518.0 2 Warehouse Warehouse UNCONDITIONED 4882.0 1 4882.0 Spaces No Acronym Description Type Depth Width Height Mult Total Total IN Iftl Iftl Area Vollcfl ISf1 In Zone: Offices I Offices Offices, RR Office - Enclosed 21.00 24.67 9.00 1 518.0 4662.0 In Zone: Warehouse I Warehouse Warehouse Storage & Warehouse - 54.24 90.00 9.00 1 4882.0 43938.0 Inactive Storage EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 15 of 21 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire IWI Ctrl pts In Zone: Offices 24.67 9.00 1 222.0 North 0.0920 In Space: Offices 19.38 10.9 siding/2x4@24"+R 1 I Compact Fluorescent General Lighting 8 64 512 Programmable timer with I I Batt/5/8"Gyp Daylighting On/Off 2 Compact Fluorescent Exit Sign 2 5 10 Security (continuous) 1 In Zone: Warehouse 24.67 9.00 1 222.0 West 0.0920 In Space: Warehouse 19.38 10.9 siding/2x4@24"+R I I LED General Lighting 10 240 2400 Programmable timer with 2 I Batt/5/8"Gyp Daylighting On/Off 2 Compact Fluorescent Exit Sign 2 5 10 Security (continuous) 1 Walls (Walls will be rotated clockwise by building rotation value) 24.67 No Description Type Width H (Effec)Multi Area Orient Cond- Heat Dens. R -Value 10.9 Iftl Iftl plier Asn ation uctance Capacity jib/cq lh.sf.F/Btu I Btu/h.sf. FI 1 Btu/sf. F) In Zone: Offices I Wall 2 Wall 3 Wall 4 Wall Metal 24.67 9.00 1 222.0 North 0.0920 1.072 19.38 10.9 siding/2x4@24"+R 1 I Batt/5/8"Gyp Metal 24.67 9.00 1 222.0 West 0.0920 1.072 19.38 10.9 siding/2x4@24"+R I I Batt/5/8"Gyp Metal 24.67 9.00 1 222.0 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R 1 I Batt/5/8"Gyp Metal 24.67 9.00 1 222.0 East 0.0920 1.072 19.38 10.9 siding/2x4@24"+R I I Batt/5/8"Gyp EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 16 of 21 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/hrsf Fj Iftl Ifti plier Isf] In Zone: Offices In Wall: E Wall I Windows East No 0.6500 0.35 0.21 2.00 6.00 2 24.0 2 Door East No 0.6500 0.35 0.21 3.00 7.00 2 42.0 Doors No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R ift( IN plier sn (Btu/h.sEF( (Ib/cf( 113tu/sf. (h.sf.F/ Fj Btul In Zone: In Wall: 13 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value Ifil Iftl plier Isn Idegl lBtu/h.SE FI IBtu/sf. FI Ilb/cfl lh.sEF/Btu In Zone: Offices I PrOZoI Rfl Mil Bldg Roof/R-19 24.67 21.00 1 518.0 0.00 0.0492 1.34 9.49 20.3 Batt EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 17 of 21 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multi- Area Total Area Btu/hr sf Fj eft] IN plier ISf1 ISrl In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value IN Iftl plier (sfl (Btu/h.sf.F Btu/sl: Fj alb/cq Ih.sf.F/Btu In Zone: Offices I Slab on Grade I R. soil, concrete 24.67 21.00 1 518.0 0.2681 34.00 113.33 3.73 Floor, carpet and rubber pad Systems AHU1 System 1 Constant Volume Air Cooled No. Of Units Split System < 65000 Btu/hr I Component Category Capacity Efficiency 1 PLV 1 Cooling System 22200.00 14.50 8.00 2 Heating System 22200.00 8.20 3 Air Handling System -Supply 740.00 0.00 4 Air Handling System - Return 740.00 0.00 EnergyGauge Summit® Fla/Corn-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 18 of 21 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 19 of 21 Plant Equipment Category Size I nst.NdEff. I PLV Water Heaters W -Heater Description Capacity Cap.Unit 1/P Rt. Efficiency Loss Ext -Lighting Description Category No. of Watts per Area/Len/No Lumin- Lumin- Isf/ft/Nol aires aire Control Type Wattage IWI Piping No Type Operating Insulation Nomonal pipe Temp Conductivity Diameter IFI I Btu-in/h.sf.Fl lint Insulation Thickness lint Is Runout? ID Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance l Btu/h.sf.Fl Windows User Defined 1 0.6500 0.3500 0.2100 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 19 of 21 Materials Used EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 20 of 21 Only RValue Thick Cond- Density Sp. Heat Mat No Acronym Description R -Value lh.sEF/Btu) IN uctivity lib/ell JBtu/Ib.F) Used l Btu/h.ft. F 187 Matl 187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1 /21N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, I ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 271 Mat1271 2x4@24" oc + RI I Batt No 10.4179 0.2917 0.0280 7.11 0.2000 94 Mat194 BUILT-UP ROOFING, 3/81N No 0.3366 0.0313 0.0930 70.00 0.3500 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 20 of 21 Constructs Used Layer Material Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct lBtu/h.sf.Fl Btu/sf.F) alb/cfl jh.sEF/Btuj 94 1055 Metal No No 0.09 1.07 19.38 10.9 0.5000 siding/2x4@24"+R I I Batt/5/8"Gyp Simple Massless Conductance Heat Cap Layer Material Material Thickness Framing Construct Construct Btu/h.sLF) Btu/sf.F) JIb/cq No. 1057 1 ft. soil, concrete Floor, carpet and No No ifti Factor 3.7 rubber pad 1 4 Steel siding 0.0050 0.000 Layer Material 2 271 2x4@24" oc + R I 1 Batt 0.2917 0.000 No. ifti 3 187 GYP OR PLAS BOARD, 1/21N 0.0417 0.000 Soil, 1 ft 0.000 Simple Massless Conductance Heat Cap Density RValue 0.000 No Name Construct Construct Btu/h.sf.F) Btu/sEF) jib/cfl Ih.sf.F/Btul 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000 2 23 6 in. Insulation 0.5000 0.000 Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct Btu/h.sLF) Btu/sf.F) JIb/cq jh.sEF/Btuj 1057 1 ft. soil, concrete Floor, carpet and No No 0.27 34.00 113.33 3.7 rubber pad Layer Material Material Thickness Framing No. ifti Factor 1 265 Soil, 1 ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/27/2018 Page 21 of 21 Ri ht -Suite@ Universal 2018 Short Form Job: CO218092 wrightsoft• g Date: 02/27/2018 AHU1 By: MKC JHR Consultants PERMIT # I F- /2 ° 312 Forest Ave, Altomonte Springs, FL r-roject intormation For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 OFFICE Heating Equipment Make Htg Clg Model CH 14NBO240 Htg Clg Outside db F) 41 93 Inside db F) 80 75 Outside RH M 46 Inside RH M 50 Outside wb F) 76 Inside wb F) 63 Daily range F) 16 Design TD F) 39 18 Moisture diff. gr/Ib) 44 581 16531 1 15161 Heating Equipment Make Carrier or Eqv. Model CH 14NBO240 Type Split ASHP Efficiency 8.2 HSPF Heating Input Loss Heating Output 22.2 Humidifier 4.9 Leaving Air Temp 80.0 Actual Heating Fan 0 Cooling Equipment Area Make Carrier or Eqv. Latent Model CH 14N 80240 Time Type Split ASHP Loss COP / EER / SEER 14.5 cfm Sensible Cooling 16.2 MBtuh MBtuh @ 47°F Latent Cooling 6.0 MBtuh gpd Total Cooling 22.2 MBtuh OF Leaving Air Temp 55.0 OF cfm Actual Cooling Fan 740 cfm Equipment Location System Type Fan Motor Heat Type Fan & Motor Combined Efficiency Static Pressure Across Fan AH LI 1 PEAKCV PACKAGE 0 % 0 in H2O NAME Area Heat Sensible Latent Htg Clg Time ft2 Loss Gain Gain cfm cfm Office1 517 15757 14423 4282 0 701 Aug 1700 LDT RR1 64 773 738 79 0 39 Aug 1700 LDT AHLI1 581 16531 1 15161 1 4361 1 0 740 Aug 1700 LDT wrightsoft' Ri ng t -Suite® Universal 2018 18.0 10 RSU07440 File=218093 - Gordon St Bldg BkCO218093.rup Calc = MN5 Front Door faces: E 2018 -Mar -05 07:14:02 Page 1 Ri ht -Suite® Universal 2018 Short Form Job: CO218092 wrightsoft• g Date: 02/27/2018 AHU2 By: MKC JHR Consultants 312 Forest Ave, Altomonte Springs. Fl. For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Heating Equipment Cooling Equipment Make Carrier or Eqv. Htg Clg Carrier or Eqv. Latent Htg Clg Outside db F) 41 93 Inside db F) 80 75 Outside RH M 46 Inside RH M 50 Outside wb F) 76 Inside wb F) 63 Daily range F) 16 Design TD F) 39 18 Moisture diff. gr/Ib) 44 MBtuh Leaving Air Temp 80.0 OF Heating Equipment Cooling Equipment Make Carrier or Eqv. Make Carrier or Eqv. Latent Model C H 14N 80240 Model C H 14N 80240 ftz Type Split ASHP Type Split ASHP cfm Efficiency 8.2 HSPF COP / EER / SEER 14.5 14546 Heating Input 0 Sensible Cooling 16.2 MBtuh Heating Output 22.2 MBtuh @ 47°F Latent Cooling 6.0 MBtuh Humidifier 5.1 gpd Total Cooling 22.2 MBtuh Leaving Air Temp 80.0 OF Leaving Air Temp 55.0 OF Actual Heating Fan 0 cfm Actual Cooling Fan 740 cfm Equipment Location AHU2 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 Static Pressure Across Fan 0 in H2O NAME Area Heat Sensible Latent Htg Clg Time ftz Loss Gain Gain cfm cfm Office2 523 16199 14546 4301 0 702 Aug 1700 LDT RR2 64 993 813 193 0 38 Aug 1700 LDT AHU2 586 1 17192 1 15359 1 4494 1 0 740 Aug 1700 LDT W rightsOR- 2018 -Mar -05 07:14:02 Right -Suite® Universal 2018 18.0. 10 RSU07440 page 2 File%CO218093 - Gordon St. Bldg BNCO218093.rup Calc = MN5 Front Door faces, E wrightsoft• Ri9 ht -Suite@ Universal 2018 Short Form Job: CO218092 Date: 02/27/2018 Mini Split By: MKC JHR Consultants 312 Forest Ave, Altomonte Springs, FL P-roject intormation For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 NAME Area Htg Clg Sensible Htg Clg Clg Outside db F) 41 93 Inside db (°F) 80 75 cfm Outside RH M 46 Inside RH M 50 1827 Outside wb F) 76 Inside wb (°F) 63 0 Daily range F) 16 Design TD (°F) 39 18 10353 Moisture diff. gr/Ib) 44 383 Aug 1700 LDT Heating Equipment Cooling Equipment Make Carrier or Eqv. Make Carrier or Eqv. Model 40GRQB12 Model 40GRQB12 Type Split ASHP Type Split ASHP Efficiency 10.3 HSPF COP/EER/SEER 30.5 Heating Input Sensible Cooling 8.8 MBtuh Heating Output 12.0 MBtuh @ 47°F Latent Cooling 3.2 MBtuh Humidifier 2.8 gpd Total Cooling 12.0 MBtuh Leaving Air Temp 108.5 OF Leaving Air Temp 55.0 OF Actual Heating Fan 383 cfm Actual Cooling Fan 383 cfm Equipment Location Mini Split System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 Static Pressure Across Fan 0 in H2O NAME Area Heat Sensible Latent Htg Clg Time ft2 Loss Gain Gain cfm cfm Office3 208 10198 6796 1827 383 383 Aug 1700 LDT RR3 61 156 0 101 0 0 Aug 1700 LDT Mini Split 269 10353 6796 1928 1 383 383 Aug 1700 LDT wrightsoft' 2018 -Mar -05 07:14.02 Right -Suite® Universal 2018 18.0. 10 RSU07440 Page 3 Fde%CO218093 - Gordon St Bldg BICO218093.rup Calc = MN5 Front Door (aces: E Right -Suite® Universal 2018 Load Summary Job: CO218092 wrightsofte AHU1 Date: 0212712018c12018 JHR Consultants 312 Forest Ave, Altomonte Springs, Fl - Project • • For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Auq 1700 LDT Inside: 75 OF Outside: 93 OF TD: 18 F RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS Outside: 41 OF 3575 3. TRANSMISSION GAINS Sensible 2846 2889 1652 Walls: 1299 Doors: Partitions: Glass: 619 Doors: 228 1158 Outside air cfm: Partitions: 0 SUBTOTAL: Space load 10618 Floors: 0 Less external Less transfer Ceilings: 743 Redistribution 0 4. INTERNAL HEAT GAIN Sensible Latent 4823 1100 Make-up air cfm: Occupants: 950 800 Piping Lights: 1825 21. Motors: 0 Appliances: 2047 300 5. INFILTRATION: "Outside air cfm: 34 670 1012 6. SUBTOTAL: Space load Sensible Latent 11958 2112 Envelope 11958 2112 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1443 8. SUBTOTAL: Space load + supply duct 13400 Actual cfm: 740 at supply TD: 20 9. VENTILATION: Make-up air cfm: 51 1010 1524 10. RETURNAIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 751 12. TOTAL LOADS ON EQUIPMENT 15161 4361 HEMA IN, ILO'AD 13. DESIGN CONDITIONS Mult: 1.0 TD: 39 OF 65 51 7812 2806 10618 1404 2191 1828 0 490 16531 wrightsoft• 2018 -Mar -05 07.14.02 Right -Suite® Universal 2018 18 0 10 RSU07440 Page 1 File%CO218093 - Gordon St. Bldg 8=218093.rup Calc = MN5 Front Door faces, E Inside: 80 OF Outside: 41 OF 14. TRANSMISSION LOSSES Walls: 2846 Glass: 1652 Doors: 287 Partitions: 0 Floors: 1869 Ceilings: 1158 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 10618 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 18. VENTILATION: Make-up air cfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT Mult: 1.0 TD: 39 OF 65 51 7812 2806 10618 1404 2191 1828 0 490 16531 wrightsoft• 2018 -Mar -05 07.14.02 Right -Suite® Universal 2018 18 0 10 RSU07440 Page 1 File%CO218093 - Gordon St. Bldg 8=218093.rup Calc = MN5 Front Door faces, E wrightsoft• Right -Suite® Universal 2018 Load Summary Job: CO218092 Date: 02/27/2018 ANU2 By: MKC JHR Consultants 312 Forest Ave, Altomonte Springs, FL For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Zoneiil iA`H11J2'";r:- .:i r•,C'O:O.LING,iILO'ADt=:=-`iic',"w:1"''':r'i'> DESIGN CONDITIONS 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Aug 1700 LDT 14. TRANSMISSION LOSSES Inside: 75 OF Outside: 93 OF TD: 18 F Glass: RK 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF 287 Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 1882 3740 3. TRANSMISSION GAINS Sensible INFILTRATION: 2928 SUBTOTAL: Space load Walls: 1162 Glass: 787 0 0 Doors: 228 Redistribution SUPPLY DUCT: Partitions: 0 18. 19. Floors: 0 Ceilings: 750 RETURN DUCT 21. 4. INTERNAL HEAT GAIN Sensible Latent 4720 1100 Occupants: 950 800 Lights: 1825 Motors: 0 Appliances: 1945 300 5. INFILTRATION: Outside air cfm: 34 675 1019 6. SUBTOTAL: Space load Sensible Latent 12063 2119 Envelope 12063 2119 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1440 8. SUBTOTAL: Space load + supply duct 13502 Actual cfm: 740 at supply TD: 20 9. VENTILATION: Make-up air cfm: 55 1091 1648 10. RETURN AIR LOAD: Lighting + plenum (net) 0 I1. RETURN DUCT 765 12. TOTAL LOADS ON EQUIPMENT 15359 4494 H.' SA%INjkl@ D 13. DESIGN CONDITIONS Inside: 80 OF Outside: 41 OF 14. TRANSMISSION LOSSES Walls: 2804 Glass: 2059 Doors: 287 Partitions: 0 Floors: 1882 Ceilings: 1169 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 11026 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 18. VENTILATION: Make-up air cfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT Mult: 1.0 TD: 39 OF 55 8201 2825 11026 1399 2368 1900 0 500 17192 wrightsoft' 2018 -Mar -05 07.14:02 W... .._ .. Right -Suite® Universal 2018 18.0, 10 RSU07440 Page 2 Fde\CO218093 - Gordon St. Bldg B\CO218093 rup Calc = MN5 Front Door faces. E Right -Suite® Universal 2018 Load Summary Job: CO218092 wrightsoft• Date: 02/27/2018 Mini Split By: MKC JHR Consultants 312 Forest Ave, Altomonte Springs, FL Project• • For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 e4ft—.ejA&ffiin[S.plit k:':.;;%;':tiC`OO.LING1iL10-`'ADa l -•.r C fit':°1l l't'.L? 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Jul 1600 LDT Inside: 75 OF Outside: 93 OF TD: 18 OF RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS Outside: 41 OF 164 3. TRANSMISSION GAINS Sensible 2351 2161 407 Walls: 1193 Doors: Partitions: Glass: 169 Doors: 455 537 Outside air cfm: Partitions: 0 SUBTOTAL: Space load 7383 Floors: 0 Less external Less transfer Ceilings: 344 Redistribution 0 4. INTERNAL HEAT GAIN Sensible Latent 2280 200 Make-up air cfm: Occupants: 238 200 Piping Lights: 1571 21. Motors: 0 Appliances: 472 0 5. INFILTRATION: Outside air cfm: 25 504 761 6. SUBTOTAL: Space load Sensible Latent 5110 961 Envelope 5110 961 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 908 8. SUBTOTAL: Space load + supply duct 6017 Actual cfm: 383 at supply TD: 20 9. VENTILATION: Make-up air cfm: 17 346 522 10. RETURNAIR LOAD: Lighting + plenum (net) 0 I1. RETURN DUCT 433 12. TOTAL LOADS ON EQUIPMENT 6796 1928 HEAT.IING LOAD 13. DESIGN CONDITIONS Mult: 1.0 TD: 39 OF 49 17 5274 2109 7383 888 750 1046 0 286 10353 pp- wrightsoft• 2018 -Mar -05 07:14:02 Right -Suite® Universal 2018 18.0.10 RSU07440 Page 3 FileNCO218093 - Gordon St. Bldg B\CO218093.rup Calc = MN5 Front Door faces: E Inside: 80 OF Outside: 41 OF 14. TRANSMISSION LOSSES Walls: 2351 Glass: 407 Doors: 575 Partitions: 0 Floors: 1405 Ceilings: 537 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 7383 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 18. VENTILATION: Make-up air cfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT Mult: 1.0 TD: 39 OF 49 17 5274 2109 7383 888 750 1046 0 286 10353 pp- wrightsoft• 2018 -Mar -05 07:14:02 Right -Suite® Universal 2018 18.0.10 RSU07440 Page 3 FileNCO218093 - Gordon St. Bldg B\CO218093.rup Calc = MN5 Front Door faces: E Right -Suite® Universal 2018 Load Summary Job: CO218092 ftwrightso• Date: 02/27/2018 Officel By: MKC JHR Consultants 312 Forest Ave, Altomonte Springs, FL Project• • For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 wrightsc ft• 2018 -Mar -05 07.14 02 Right -Suite® Universal 2018 18.0 10 RSU07440 Page 4 File1CO218093 - Gordon St. Bldg B%CO218093.rup Calc = MN5 Front Door faces: E 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Auq 1700 LDT Inside: 75 OF Outside: 93 OF TD: 18 F RH: 46 % MoistDiff: 44.0 gr/Ib Mull: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3575 3. TRANSMISSION GAINS Sensible 2564 Walls: 1056 Glass: 619 Doors: 228 Partitions: 0 Floors: 0 Ceilings: 662 4. INTERNAL HEAT GAIN Sensible Latent 4524 1100 Occupants: 950 800 Lights: 1527 Motors: 0 Appliances: 2047 300 5. INFILTRATION: Outside air cfm: 34 670 1012 6. SUBTOTAL: Space load Sensible Latent 11334 2112 Envelope 11334 2112 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1367 8. SUBTOTAL: Space load + supply duct 12701 Actual cfm: 701 at supply TD: 20 9. VENTILATION: Make-up air cfm: 51 1010 1524 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 712 12. TOTAL LOADS ON EQUIPMENT 14423 4282 HEATING LOAD 13. DESIGN CONDITIONS Mull: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 7156 Walls: 2316 Glass: 1652 Doors: 287 Partitions: 0 Floors: 1869 Ceilings: 1032 15. INFILTRATION: Outside air cfm: 65 2806 16. SUBTOTAL: Space load 9962 Envelope 9962 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 1317 18. VENTILATION: Make-up air cfm: 51 2191 19. HUMIDIFICATION 1828 Piping 0 20. RETURN DUCT 460 21. TOTAL HEATING LOAD ON EQUIPMENT 15757 wrightsc ft• 2018 -Mar -05 07.14 02 Right -Suite® Universal 2018 18.0 10 RSU07440 Page 4 File1CO218093 - Gordon St. Bldg B%CO218093.rup Calc = MN5 Front Door faces: E wrightsoft' Right -Suite® Universal 2018 Load Summary Job: CO218092 Office2 Byte: 02/27/2018C JHR Consultants 312 Forest Ave, Altomonte Sprigs, FL For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 1 r f1Zo'e' tC:OALINGNMeAD, ;., t aY. r" . .. 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Aug 1700 LDT 14. TRANSMISSION LOSSES Inside: 75 OF Outside: 93 OF TD: 18 F RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Partitions: 0 Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3740 3. TRANSMISSION GAINS Sensible 66 2825 2602 10370 Walls: 919 Envelope 10370 Less external 0 Glass: 787 Doors: 228 1316 Partitions: 0 VENTILATION: Make-up air cfm: HUMIDIFICATION Floors: 0 20. Ceilings: 669 470 21. TOTAL HEATING LOAD ON EQUIPMENT 4. INTERNAL HEAT GAIN Sensible Latent 4422 1100 Occupants: 950 800 Lights: 1527 Motors: 0 Appliances: 1945 300 5. INFILTRATION: Outside air cfm: 34 675 1019 6. SUBTOTAL: Space load Sensible Latent 11439 2119 Envelope 11439 2119 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1365 8. SUBTOTAL: Space load + supply duct 12804 Actual cfm: 702 at supply TD: 20 9. VENTILATION: Make-up air cfm: 51 1016 1534 10. RETURN AIR LOAD: Lighting + plenum (net) 0 1 I. RETURN DUCT 726 12. TOTAL LOADS ON EQUIPMENT 14546 4301 HMAIN IN"G Lr0'AD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 7545 Walls: 2275 Glass: 2059 Doors: 287 Partitions: 0 Floors: 1882 Ceilings: 1042 15. INFILTRATION: Outside air cfm: 66 2825 16. SUBTOTAL: Space load 10370 Envelope 10370 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 1316 18. VENTILATION: Make-up air cfm: 51 2205 19. HUMIDIFICATION 1840 Piping 0 20. RETURN DUCT 470 21. TOTAL HEATING LOAD ON EQUIPMENT 16199 wrlghtsoft' 14,02 Right -Suite® Universal 2018 18.0.10 RSU07440 2018 -Mar -OS 0 Pa9ge 5 File%CO218093 - Gordon St. Bldg BkCO218093.rup Calc = MN5 Front Door (aces. E Right -Suite® Universal 2018 Load Summary Job: CO218092 wrightsoft• Office3 Date: 0 /2C712018 By: JHR Consultants 312 Forest Ave, Altomonte Springs, Fl. Project• • For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Zone: Offiee3 " C.00,LTING OA'tD ' _ R111tDSEl 1e+".!'s iC31t61 ftA $ I. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Jul 1600 LDT Inside: 75 OF Outside: 93 OF TD: 18 OF RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 164 3. TRANSMISSION GAINS Sensible 1649 Walls: 759 Glass: 169 Doors: 455 Partitions: 0 Floors: 0 Ceilings: 266 4. INTERNAL HEAT GAIN Sensible Latent 1982 200 Occupants: 238 200 Lights: 1273 Motors: 0 Appliances: 472 0 5. INFILTRATION: Outside air cfm: 20 402 607 6. SUBTOTAL: Space load Sensible Latent 5110 961 Envelope 4198 807 Less external 0 Redistribution 912 154 7. SUPPLY DUCT 908 8. SUBTOTAL: Space load + supply duct 6017 Actual cfm: 383 at supply TD: 20 9. VENTILATION: Make-up air cfm: 17 346 522 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 433 12. TOTAL LOADS ON EQUIPMENT 6796 1827 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 4073 Walls: 1555 Glass: 407 Doors: 575 Partitions: 0 Floors: 1121 Ceilings: 415 15. INFILTRATION: Outside air cfm: 39 1683 16. SUBTOTAL: Space load 7383 Envelope 5756 Less external 0 Less transfer 0 Redistribution 1627 17. SUPPLY DUCT: 888 18. VENTILATION: Make-up air cfm: 17 750 19. HUMIDIFICATION 890 Piping 0 20. RETURN DUCT 286 21. TOTAL HEATING LOAD ON EQUIPMENT 10198 wrightsoft• 2018 -Mar -05 07:14:02 Right -Suite® Universal 2018 18.0.10 RSU07440 Page 6 FilekCO218093 - Gordon St. Bldg B%CO218093.rup Calc = MN5 Front Door faces: E wrightsoft' Right -Suite® Universal 2018 Load Summary Job: CO218092 RR1 Byte: 0212712018C JHR Consultants 312 Forest Ave, Altomonte Springs, FL Project Information For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Zone: RRA r., 'icC00IN~GIRMA'D ^l -i '} '! 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Auq 1700 LDT Inside: 75 OF Outside: 93 OF TD: 18 F RK 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS Mult: 1.0 0 3. TRANSMISSION GAINS Sensible TRANSMISSION LOSSES 325 Walls: 529 Walls: 244 Glass: 0 Doors: 0 Floors: 0 Ceilings: 127 Partitions: 0 15. 16. Floors: 0 656 Ceilings: 81 Less external 0 4. INTERNAL HEAT GAIN Sensible Latent 298 0 17. Occupants: 0 0 0 0 Lights: 298 Piping Motors: 0 21. Appliances: 0 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 624 0 Envelope 624 0 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 75 8. SUBTOTAL: Space load + supply duct 699 Actual cfm: 39 at supply TD: 20 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURNAIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 39 12. TOTAL LOADS ON EQUIPMENT 738 79 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 656 Walls: 529 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 127 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 656 Envelope 656 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 87 18. VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION 0 Piping 0 20. RETURN DUCT 30 21. TOTAL HEATING LOAD ON EQUIPMENT 773 wrightsoft' 2018 -Mar -05 07:14:02 Right -Suite® Universal 2018 18 0 10 RSU07440 Page 7 File=218093 - Gordon St. Bldg B\CO218093.rup Calc = MN5 Front Door faces: E wrightsoft' Right -Suite® Universal 2018 Load Summary Job: CO218092 RR2 Byte: 0 K2C7/2018 JHR Consultants 312 Forest Pare, Altomonte Springs, FL For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Nene: RR' 1 1 CO.O`LIN'GIL O rADi •.: °r: =i ': *" 5' I. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Aug 1600 LDTInside: 75 OF Outside: 93 OF TD: 18 F RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 325 Walls: 244 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 81 4. INTERNAL HEAT GAIN Sensible Latent 298 0 Occupants: 0 0 Lights: 298 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 624 0 Envelope 624 0 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 74 8. SUBTOTAL: Space load + supply duct 698 Actual cfm: 38 at supply TD: 20 9. VENTILATION: Make-up air cfm: 4 75 114 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 40 12. TOTAL LOADS ON EQUIPMENT 813 193 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 656 Walls: 529 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 127 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 656 Envelope 656 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 83 18. VENTILATION: Make-up air cfm: 4 164 19. HUMIDIFICATION 60 Piping 0 20. RETURN DUCT 30 21. TOTAL HEATING LOAD ON EQUIPMENT 993 wrighttsoft' 2018 -Mar -05 07:14.02 Right -Suite® Universal 2018 18 0 10 RSU07440 page 8 File%CO218093 - Gordon St. Bldg BtCO218093.rup Calc = MN5 Front Door faces, E wrightsoft• Right -Suite® Universal 2018 Load Summary Job: CO218092 RR3 Byte: 02127/2018 JHR Consultants 312 Forest Ave, Altomonte Springs, FL iLroject intormation For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 aFZorie" RR-3 AN 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Jan 0100 LST 14. TRANSMISSION LOSSES Inside: 75 OF Outside: 93 OF TD: 18 OF RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Partitions: 0 Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 10 426 512 0 Walls: 434 Envelope 1627 Less external 0 Glass: 0 Doors: 0 0 Partitions: 0 VENTILATION: Make-up air cfm: HUMIDIFICATION Floors: 0 20. Ceilings: 78 0 21. TOTAL HEATING LOAD ON EQUIPMENT 4. INTERNAL HEAT GAIN Sensible Latent 298 0 Occupants: 0 0 Lights: 298 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air cfm: 5 102 154 6. SUBTOTAL: Space load Sensible Latent 0 0 Envelope 912 154 Less external 0 Redistribution -912 154 7. SUPPLY DUCT 0 8. SUBTOTAL: Space load + supply duct 0 Actual cfm: 0 at supply TD: 20 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURNAIR LOAD: Lighting + plenum (net) 0 I1. RETURN DUCT 0 12. TOTAL LOADS ON EQUIPMENT 0 101 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 1201 Walls: 796 Glass: 0 Doors: 0 Partitions: 0 Floors: 284 Ceilings: 122 15. INFILTRATION: Outside air cfm: 10 426 16. SUBTOTAL: Space load 0 Envelope 1627 Less external 0 Less transfer 0 Redistribution -1627 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION 156 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 156 wr1ghtt:s0ft• 2018 -Mar -05 07.14:02 Right -Suite® Universal 2018 18.0.10 RSU07440 Page 9 File%CO218093 - Gordon St. Bldg B1CO218093.rup Calc = MNS Front Door faces, E A Ri ht -Suite® Universal 2018 Short Form Job: 00218092 wrightsoft• g Date: 02/27/2018 Warehouse By: MKC JHR Consultants PERMIT 312 Forest Ave, Altornorte Sprirgs, FL v Project• • For. Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 OFFICE Heating Equipment Cooling Equipment Make Model Type Efficiency Heating Input Heating Output Humidifier Leaving Air Temp Actual Heating Fan Carrier or Eqv. Area ft= Htg Clg CH14NB0240000A0 SpIitASHP Htg Clg Outside db F) 41 94 Inside db F) 80 75 Outside RH N 46 Inside RH N 50 Outside wb F) 76 Inside wb F) 63 Daily range F) 16 Design TD F) 39 19 Moisture diff. grAb) 44 66 760 690 Heating Equipment Cooling Equipment Make Model Type Efficiency Heating Input Heating Output Humidifier Leaving Air Temp Actual Heating Fan Carrier or Eqv. Area ft= Make CH14NB0240000A0 SpIitASHP Model SpIitASHP Time Type 8.2 HSPF 6.0 COP / EER / SEER 22.2 MBtuh Sensible Cooling 22.2 MBtuh @ 47°F Latent Cooling 6.9 gpd Total Cooling 107.3 OF LeavingAirTemp 740 cfm Actual Cooling Fan Equipment Location System Type Fan Motor Heat Type Fan & Motor Combined Efficiency Static Pressure Across Fan Carrier or Eqv. Area ft= CH14NB0240000A0 Sensible Gain SpIitASHP Htg cfm 14.5 Time 16.2 MBtuh 6.0 MBtuh 22.2 MBtuh 55.0 OF 740 cIrn Warehouse PEAKCV PACKAGE 0 % 0 in H2O NAME Area ft= Heat Loss Sensible Gain Latent Gain Htg cfm Clg cfm Time Offioe2 193 8154 6099 2788 319 323 Aug 1600 LDT Offioel 193 8401 6305 2788 333 335 Aug 1600 LDT RR1 66 760 690 83 44 41 Aug 1600 LDT RR2 66 760 690 83 44 41 Aug 1600 LDT Warehouse 518 1 18076 1 13785 1 5743 1 740 740 Aug 1600 LDT wrightsoft' 2018 -Feb -2710.38:52 WgN-Sute®Uriversal201818.0.10RSU20773 page 1 Filer -0218092 • Gordon St Bldg AVCO218092 nq Calc = MNS Frort Door faces: E wrightsoft' Right -Suite® Universal 2018 Load Summary Job: CO218092 Date: 02/27/2018 Warehouse By: MKC JHR Consultants 312 Forest Aare, Altomorte Spnrgs. FL For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 i Zone: Wiare";o sem!' 't I a; r +iCOOLIN`G LOADZ?` .r" ` t C war:,:1v I. DESIGN CONDITIONS atAug 1600 LDT Peak load at Aug 1600 LDT Walls: Inside: 75 OF Outside: 94 OF TD: 19 OF 1372 RH: 46 % MoistDiff 44.0 gdlb Mult: 1.0 Ins.wb 63 OF Partitions: 0 Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 1034 709 3. TRANSMISSION GAINS Sensible SUBTOTAL: Space load 2884 10998 Walls: 1565 Less external Less transfer Glass: 487 17. Doors: 231 Make-up aircfm: Partitions: 0 HUMIDIFICATION Piping Floors: 0 20. 21. Ceilings: 600 4. INTERNAL HEAT GAIN Sensible Latent 5791 1600 Oocupants: 1900 1600 Lights: 2991 Motors: 0 Applianoes: 900 0 5. INFILTRATION: Outside air cfm: 54 1090 1603 6. SUBTOTAL: Spaoe load Sensible Latent 10473 3203 Envelope 10473 3203 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1348 8. SUBTOTAL: Space load + supply duct 11821 Actual cfm: 740 at supply TD: 20 9. VENTILATION: Make-up air cfm: 63 1283 1887 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 680 12. TOTAL LOADS ON EQUIPMENT 13785 5743 13. DESIGN CONDITIONS Mult: 1.0 TD: 39 OF 6626 102 4373 10998 1329 63 2712 2591 0 445 18076 wrGghtsoft' 2018 -Feb 27 10:38:52 Pogtt-Suts6Unversa1201818.0.10 RSU20773 9g1 Re1CO218092 - Gordon St. Bldg A1CO218092.rup Calc = MN5 Front Door faces: E Inside: 80 OF Outside: 41 OF 14. TRANSMISSION LOSSES Walls: 2978 Glass: 1372 Doors: 287 Partitions: 0 Floors: 954 Ceilings: 1034 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 10998 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT - 18. VENTILATION: Make-up aircfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT Mult: 1.0 TD: 39 OF 6626 102 4373 10998 1329 63 2712 2591 0 445 18076 wrGghtsoft' 2018 -Feb 27 10:38:52 Pogtt-Suts6Unversa1201818.0.10 RSU20773 9g1 Re1CO218092 - Gordon St. Bldg A1CO218092.rup Calc = MN5 Front Door faces: E Right -Suite® Universal 2018 Load Summary Jeb: 00218092 wrightsoft' Officel Da : MKC / 2018 JHR Consultants 312 ForeslAwe. Altomorte Sprirgs, FL For. Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Zone: Offioe1l . { --001` CO01NGI AD- as '=4 I. DESIGN CONDITIONS atAug 1600 LDT Peak load atAug 1600 LDT Inside: 75 OF Outside: 94 OF TD: 19 OF RH: 46 % MoistDiff 44.0 grRb Mult: 1.0 lns.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS Mult: 1.0 355 3. TRANSMISSION GAINS Sensible TRANSMISSION LOSSES 1216 Walls: 929 Walls: 518 Glass: 244 Doors: 231 Floors: 477 Ceilings: 385 Partitions: 0 15. 16. Floors: 0 4951 Ceilings: 224 Less external 0 4. INTERNAL HEAT GAIN Sensible Latent 2629 800 17. Occupants: 950 800 32 1356 Lights: 1241 Piping Motors: 0 21. Applianoes: 438 0 5. INFILTRATION: Outside aircfm: 27 545 801 6. SUBTOTAL: Spaceload Sensible Latent 4745 1601 Envelope 4745 1601 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 610 8. SUBTOTAL: Space load + supply dud 5355 Actual cim: 335 at supply TD: 20 9. VENTILATION: Make-up air dm: 32 642 944 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 308 12. TOTAL LOADS ON EQUIPMENT 6305 2788 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 2764 Walls: 929 Glass: 686 Doors: 287 Partitions: 0 Floors: 477 Ceilings: 385 15. INFILTRATION: Outside air cfm: 51 2186 16. SUBTOTAL: Space load 4951 Envelope 4951 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 598 18. VENTILATION: Make-up air dm: 32 1356 19. HUMIDIFICATION 1296 Piping 0 20. RETURN DUCT 200 21. TOTAL HEATING LOAD ON EQUIPMENT 8401 wrightsoft- 2018 -Feb -27 10:38*52 W... ..— Wgk-SuWOUriversal201818.0.10RSU20773 Page FIetCO218092 - Gordon St Bldg AkCO218092.rLp Calc = MN5 Front Door faces. E wrightsoft' Right -Suite® Universal 2018 Load Summary Job: CO218092 DaW Office2 By- MKC 2018 JHR Consultants 312 Forest Ave, Altomorte Springs, Ft. Project• • For: Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Zone_: Office2 AmX > )&Q@.9@WI G7iLRMID 1. DESIGN CONDITIONS atAug 1600 LDT Peak load atAug 1600 LDT Inside: 75 OF Outside: 94 OF TD: 19 OF RH: 46 % MoistDiff. 44.0 grAb Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS MUIt: 1.0 355 3. TRANSMISSION GAINS Sensible TRANSMISSION LOSSES 1020 Walls: 1003 Walls: 553 Glass: 244 Doors: 0 Floors: 477 Ceilings: 385 Partitions: 0 15. 16. Floors: 0 4738 Ceilings: 224 Less external 0 4. INTERNAL HEAT GAIN Sensible Latent 2652 800 17. Occupants: 950 800 32 1356 Lights: 1241 Piping Motors: 0 21. Appliances: 461 0 5. INFILTRATION: Outside air cfm: 27 545 801 6. SUBTOTAL: Space load Sensible Latent 4572 1601 Envelope 4572 1601 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 588 8. SUBTOTAL: Space load + supply dud 5160 Actual dm: 323 at supply TD: 20 9. VENTILATION: Make-up air cfm: 32 642 944 10. RETURN AIR LOAD: Lighting + plenum (net) 0 It. RETURN DUCT 297 12. TOTAL LOADS ONEQUIPMENT 6099 2788 HEATING LOAD 13. DESIGN CONDITIONS MUIt: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 2552 Walls: 1003 Glass: 686 Doors: 0 Partitions: 0 Floors: 477 Ceilings: 385 15. INFILTRATION: Outside air cfm: 51 2186 16. SUBTOTAL: Space load 4738 Envelope 4738 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT- 573 18. VENTILATION: Make-up air dm: 32 1356 19. HUMIDIFICATION 1296 Piping 0 20. RETURN DUCT 192 21. TOTAL HEATING LOAD ON EQUIPMENT 8154 Pp- wrightsoft• 2018 -Feb -2710:38:52 T Fbglt-Su"Uriversal 201818 0.10 RS1120773 Page 3 FIetiCO218092 - Gordon St Bldg AXCO218092 nq Calc = MN5 Front Door faces. E wrightsoft• Right -Suite® Universal 2018 Load Summary Job: 00218092 Date: 02/27/2018 RR1 By: MKC JHR Consultants 312 Forest Awe, Altomoree Sprirgs, FL Project• • For. Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 y'CZone1RR1'•, .:w'i•-4'';+CO OLING LO`A D"l.a'it:.:!', =:"'..''<+Ir=-„ :=; 1. DESIGN CONDITIONS atAug 1600 LDT Peak load atAug 1700 LDT Inside: 75 OF Outside: 94 OF TD: 19 OF RH: 46 % MoistDiT 44.0 grAb Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS Mult: 1.0 0 3. TRANSMISSION GAINS Sensible TRANSMISSION LOSSES 324 Walls: 523 Walls: 247 Glass: 0 Doors: 0 Floors: 0 Ceilings: 132 Partitions: 0 15. 16. Floors: 0 655 Ceilings: 76 Less external 0 4. INTERNAL HEAT GAIN Sensible Latent 255 0 17. Occupants: 0 0 0 0 Lights: 255 Piping Motors: 0 21. Appliances: 0 0 5. INFILTRATION: Outside air cfn is 0 0 0 6. SUBTOTAL: Space load Sensible Latent 578 0 Envelope 578 0 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 74 SUBTOTAL: Space load + supply dud 653 Actual cfm: 41 at supply TD: 20 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 38 12. TOTAL LOADS ON EQUIPMENT 690 83 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 655 Walls: 523 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 132 15. INFILTRATION: Outside air dm: 0 0 16. SUBTOTAL: Spaceload 655 Envelope 655 Less external 0 Less transfer 0 Redistiibution 0 17. SUPPLY DUCT- 79 18. VENTILATION: Make-up air dm: 0 0 19. HUMIDIFICATION 0 Piping 0 20. RETURN DUCT 26 21. TOTAL HEATING LOAD ON EQUIPMENT 760 wrightsoft- 2018 -Feb -2710,38,52 Wght-SUteO Uriversal 201818.0.10 RSU20773 Page 4 FIeCO218092 • Gordon SL Bldg ANCO218092 np Calc = MKS Front Door faces. E Right -Suite® Universal 2018 Load Summary Job: CO218092 wrightsoft• RR2 er : 02/27/20182/2 2018 MKC JHR Consultants 312 Forest Ave, Altomorte Sprirgs, FL Project• • For. Gordon St. Bldg A 400 Gordon St, Bldg A, Sanford, FL 32771 Zone: ' Ri . C O~OLING LOAD ;..: `::•."1• ':' f : t lr%!'I,, 1. DESIGN CONDITIONS at Aug 1600 LDT Peak load at Aug 1700 LDT Inside: 75 OF Outside: 94 OF TD: 19 OF RH: 46 % MoistDifF. 44.0 grAb Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS Mult: 1.0 0 3. TRANSMISSION GAINS Sensible TRANSMISSION LOSSES 324 Walls: 523 Walls: 247 Glass: 0 Doors: 0 Floors: 0 Ceilings: 132 Partitions: 0 15. 16. Floors: 0 655 Ceilings: 76 Less external 0 4. INTERNAL HEAT GAIN Sensible Latent 255 0 17. Oocupants: 0 0 0 0 Lights: 255 Piping Motors: 0 21. Appliances: 0 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Spaceload Sensible Latent 578 0 Envelope 578 0 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 74 SUBTOTAL: Space load + supply duct 653 Actual dm: 41 at supply TD: 20 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 38 12. TOTAL LOADS ON EQUI PM ENT 690 83 HENTING1Lr0'AS 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 655 Walls: 523 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 132 15. INFILTRATION: Outside air dm: 0 0 16. SUBTOTAL: Space load 655 Envelope 655 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 79 I& VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION 0 Piping 0 20. RETURN DUCT 26 21. TOTAL HEATING LOAD ON EQUIPMENT 760 wrightsoTt- 2018 -Feb -27 10.38:52 Poghl-Sule6 Uriversal 201818 0.10 RSLO20773 Page 5 FIe%CO218092 -Gordon SL Bldg A=218092.nv Calc = MN5 Fror/ Door faces E REQUEST FOR PRE—POWER SEP 13 1018 COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 09/12/18 Project Address: Project Name: Gordon Street Warehouse A&13 400/430 Gordon Street, Sanford, FL 32771 Building Permit #: 1 oor 1 d_t O Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. J Lion Properties LLC Red Lion Properties LLC ,, Gt.(a,P o L it Name of Ov mr/Tenant Prit ame of Gen. Contractor Print Name of El. Contractor of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02.10.15) of Gen. Contractor CBC1279796 Gen. Contractor License # of EI. Contractor 16Q I'3G 15 2SS EI. Contractor License # o Progress Energy o Florida Power and Light on _/_/. 0- BLUE MARLIN ENGINEERING September 5, 2018 Project No. 18-199 Mr. Luis Pablo Torres Precision building Construction, LLC 1200 Hillcrest St., Suite 101 Orlando, FL 32803 Construction Materials Testing Services Progress Report No. 1. 400 Gordon St. Warehouse A & B Sanford, Florida Dear Mr. Torres: qov- y 1, As requested, Blue Marlin Engineering, LLC performed the following construction materials testing services at the above referenced project. 1. Structural Steel Bolt Observations The results of the tests are summarized on the attached sheet 1. We trust this information is sufficient for your needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Blue Marlin Enineering, LLC Certi wWbtJ.71 *6 ation Number 29218 A v CENS•; ' 00 26 S AT 1 `) 4 AdM ormI161E q. .` P FlorJ5i 2 1111111 Blue Marlin Engineering, LLC " 102 Drennen Road, Suite B-10 " Orlando, FI 32806 Phone: 407-217-4464 • Fax: (321) 710-2483 Av R 7? 10 rUE MARLIN ENGINEERING September 5, 2018 Project No. 18-199 Mr. Luis Pablo Torres Precision building Construction, LLC 1200 Hillcrest St., Suite 101 Orlando, FL 32803 Testing Services Progress ReVrehouse I. 400 Gordon A & B Sanford, Fl Dear Mr. Torres: 119 ( f As requested, Blue Marlin Engineering, LLC performed the following construction materials testing services at the above referenced project. 1. Structural Steel Bolt Observations The results of the tests are summarized on the attached sheet 1. We trust this information is sufficient for your needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Blue Marlin Engineering, LLC Cert dL IV, 64i tion Number 29218 GSE r A i Wks 26 S 1`` Z 1111111110 i Blue Marlin Engineering, LLC " 102 Drennen Road, Suite B-10 ° Orlando, F132806 Phone: 407-217-4464 r Fax: (321) 710-2483 DAILY REPORT STRUCTURAL STEEL Bo/ted Connections Project Name: 400 Gordon St Sheet: 1 Project No.: J18499 Date: 8/30118 Client: Precision Building Construction, LLC Weather: Partly Cloudy X Initial Inspection Reinspection/Date of Previous Insp.: Structural Members: Bold/Underline) Beams Columns Girders Bar Joist Bracing Trusses Other: Purlin and Girls Floor Level (Floor or Elevation): Bldg A & B Location (Column Lines). Columns 1 through 5, A through D, Bldg A. Columns 1 through 4, A through D, Bldg B. Plans Reference w/Dates & RFI•s: Erection Drawing Vulcan Steel Structures (5/10/18) Sheets 1 through 22 and General Notes and AISC Standards Bolt Type Bolt Size Bolt Appearance Connection Appearance Bolt Storage Skidmore Test A B NIA A: Per project plans and specifications B: Does not meet project plans and specifications NIA: Not Applicable Deficiencies or Other Comments: No deficiencies noted Finger Tight Snug Tight Tum -Of -Nut Calibrated Wrench Twist -Off -Type Direct -Tension -Indicator A R NIA Technician: A. Zappulla Inspection Time: Reinspection Time: Copies To: Mike Total: Blue Marlin Engineering, 102 Drennen Road, Orlando, Florida 32806 (Phone) 407.417-4464 Fax (321) 710-2483 o o Technician: A. Zappulla Inspection Time: Reinspection Time: Copies To: Mike Total: Blue Marlin Engineering, 102 Drennen Road, Orlando, Florida 32806 (Phone) 407.417-4464 Fax (321) 710-2483 DAILY REPORT STRUCTURAL STEEL Bo/ted Connections Project Name: 400 Gordon St Project No.: J18-199 Client Precision Building Construction, LLC X Initial Inspection Reinspection/Date of Previous Insp.: Structural Members: Beams Columns Girders Bar Joist Sold/Underline) Other. Pudin and Girls Sheet 1 Date: 8/30/18 Weather. Party Cloudy Bracing Trusses Floor Level (Floor or Elevation): Bldg A& B Location (Column Lines): Columns 1 through 5, A through D. Bldg A. Columns 1 through 4, A through D, Bldg B. Plans Reference w/Dates & RFI's: Erection Drawing Vulcan Steel Structures (5/10/18) Sheets 1 through 22 and General Notes end AISC Standards Bolt Type Bolt Size Bolt Appearance Connection Appearance Bolt Storage Skidmore Test A B N/A A: Per project plans and specifications B: Does not meet project plans and specifications N/A: Not Applicable Deficiencies or Other Comments: No deficiencies noted Finger Tight Snug Tight Tum-Ot-Nut Calibrated Wrench Twist -Off -Type Direct -Tension -Indicator Technician: A. Zappulla Inspection Time: Reinspection Time: Copies To: Mike Total: A a N/A Blue Marlin Engineering, 102 Drennan Road, Orlando, Florida 32806 (Phone) 407-417-4464 Fax (321) 710-2483 REQUEST FOR PRE—POWER COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 09/12/18 Project Name: Gordon Street Warehouse A&B Project Address: 400/430 Gordon Street, Sanford, FL 32771 Building Permit #: lectrical Permit # k -1 - (11 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Red Lion Properties LLC ri t Name of O r/Tenant ignature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02.10.15) Red Lion Properties LLC Pri t ame of Gen. Contractor Si ture of Gen. Contractor CBC1279796 Gen. Contractor License # pewfvo L Print Name of El. Contractor 0g_nre of EI. Contractor 6Q I- CG1 S -Z v EI. Contractor License # o Progress Energy o Florida Power and Ligbt on Revision Response to Comments APR 1 2018 Permit # d ( L I Submittal Date S-4- Project Address: -f U0 U Y CALu - Contact: `_a y- r Li P I Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: SkDD Lrowlu) I n5,' ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building April 9, 2018 JHR CONSULTANT, INC 312 Forest Ave Altamonte Springs, Fla. 32701 Telephone 407-262-9176 Fax 407-262-9170 e-mail: jackreynolds@embargmail.com Joy Deen City of Sanford Building Department 300 North Park Avenue Sanford, Florida 32771 RE: 400 Gordon Street, Bldg. A Permit # 18-1210 Dear Joy: The following responses address your comments from our meeting and your e-mail dated 4/5/18. Architectural _ y, c ..„L a .TN 6.., i 2 f 1) Two sets of Product Approval Forms are attached. ,r , - T-fe 41 2) Two Sets of Truss Engineering are attached. 3) The metal bldg. erection plans will be submitted separately. We understand that permit will not be issued until city receives metal bldg. plans. Electrical 1,2 & 3) The Electric Riser has been revised. 4&5) See revised panel schedule on MECH sht. 6) Two sets have been attached. Please call our office if we can be of further assistance. Sincerely, Jack Reynolds, Project Manager City of Sanford Building and Fire Prevention Product Approval Specification Form Permit# Project Location Address X00 r ejr-z)o n 5 32 71 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging r Doa, Int, Sliding Sectional Roll U Automatic Other IKK AP A f1 12 'i 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action.. cher June 2014 Category/ Subcategory Manufacturer Product Florida Approval # Description include decimal o. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors I Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms astics Jeck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Names Please Print) June 2014 VW 40S F City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 18 " I C;I 0 Project Location Address 00 32"7-7/ As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-.ora. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging n o Sliding Sectional Roll Up Do 4-2. Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action. her June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal o. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Jeckastics Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products ' Applicant's Signature Applicant's Namei Please Print) June 2014 Revision Response to Comments Permit # J -- /c,')' r O Project Address: Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 1 e) Q Ph: Q-7 • o• IQ 176:1, Fax: 4o 7 - oXOo2 • `n 70 Email: 10 CC S ®L'rn` I • Trades encompassed in revision: XBuilding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities General description of revision: Trv55 E ineer, mal zj:pl- + Z-C)ne6?A Y)el) ROUTING INFORMATION Approvals Waste Water ritePlanning . ice~ n IEngineeringj Fire Prevention v e JY 11 Building i frq+-a 18- 10)0 Nct 4N, P;ocm% k- _-t 18— I ZI 0 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 ALPINE alp1: (8 m755-6001 wnTwtw Site Information: Customer. Accu -Span Truss Company Job Number. 19673 JobDescription: GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Address: 322 GORDON ST. City, State, Zip: SANFORD, " Name: Address: Address and License # of Structural EOR if one exists for the building: License #: State: State, Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.01.1114.21 JRefA: 1W9N4080017 Wald Standard• ASCE 7-10 Wind Speed (mph): 139 Roof Load (psf): 20.00-10.00-0.00- Floor Load (pso: None 10.00 This package contains a job notes page, 5 truss drawings and 0 details. Item Seal # Truss 1 087.18.1221.53990 T4 3 087.18.1222.06197 T6 5 087.18.1222.21773 T2 Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 4 087.18.1221.55890 087.18.1222.16527 T3 T5 This document has been electronically signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. 11 PH'mkL 03/28/2018 No. 70861 t STATE OF 04OR FssoNA` ' Printed 3/28/2018 4:23:35 PM Job Number. 19673 I Py: 1 I SEON: 877345 / T4 JACK I Cust: R408 JRef: 1 W9N4060017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Ory: 8 FROM: AH DnvNo: 087.18.1221.53990 Truss Label: T4 KM / BAF 03/282018 43 1 12 6 F,--- C 2X4(A1) T T /— 10'6"11 M —U-,) O r- 0 10' 6" 1' 1, Loading Criteria (psi) Wind Criteria Snow Criteria (Pg.Pf in PSF) DefI/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell LJ# Loc R /U / Rw / Rh / RL 1W 8 97 /22 /74 1- /24 /8.0TCDL: 1000 Speed: 139 mph PF. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 14 11 /11 / - / - /1.5 BCDL: 10.00 Rik Category: I Ise9ry Snow Duration: NA HORZ(LL): -0.000 C C 11 /7 /8 / - / - 11.5 Des Ld. 40.00 EXP. C HORZ(TL): 0.000 C Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15 00 ft TCDL. 4 2 psi Creep Factor. 2.0 B Min Brg Width Req = 1 5 Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.036 D Min B Width Req = - Load Duration: 1.25 MWFRS Parallel Dist' 0 tD W2 TPI Std: 2014 Max BC CSI: 0 005 C Min Big Width Reqq = Bearing B is a rigid surface.. Spacing: 24.0 " CdC Dist a 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:0(0y0(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Lumber Top chord 20 SP #2 Dense Bot chord 2x4 SP 02 Dense Wind Wind loads based on MWFRS with additional CdC member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"4.5") toe -nails at bottom chord. Q cOA S WONAI 03/28/2018 1 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reglrire extreme care in fa"catin, handlingg ship m installing and bracing. Refer tD and fellow the latest edition of BCSI (Buildin Component Safety Information, by 1 an BCA) rot so epty I ractices prior to performing these functions. Installers shall provide lemporer brat n ppper BCSI. Unless noted o erwise,top chord shall have properly a -hied structural sheathing and bottom Chord: have a propeAAAy attach8a rii id ceiling Locations shown for Dermanent lateral restraint of webs shall have bracing installed per BCSI sections $3, B7 or 810, as app ice e. Apply plates to each face of buss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nmvm wvrr truss in conformance with ANSI 11, or for handling shipping, installation and bracing of WssesA seal on this drawing or cover pagge 2400 Lake Orange Dr. listing this drewln Indica as accep nce of pro s ora n in Arg re pons billsoleN for a design $ho The suiFabilily and se of this awing for any structurela tr1e responaibi il of the Building Desiger pefANS 11 SSc.Z. Suite 150 For more iMormetion see this JOW3 genenil notes page and erose web sates ALPINE: www.a eitw.com TPI. www.t insl wit, SBCA• www.sbcindu corn; IC6 www i "to Wg Orlando FL, 32837 Job Number. 19673 Py: 1 SEON: 877351 / T3 JACK Cust: R408 JRef: 1W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Ory: 8 FROM: AH DrwNo: 087.18.1221.55890 Truss Label: T3 I I KM / BAF =&?Ole T 1 C 17 2X4(A1) 6'9 1 3' 3' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL- 0.00 Enclosure: Closed BCDL: 1000 Risk Category: II EXP. C Des Ld: 40.00 Mean Height 15.00 N NCBCLL: 10.00 TCDL. 4.2 psi Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to W2 Spacing: 24.0 " C&C Dist a. 3.00 ft Plate Type(s): Loc. from endwall: Any WAVE GCpi: 0.18 Wind Duration, 1.60 Lumber Top chord 20 SP #2 Dense Bot chord 20 SP #2 Dense 11'6"11 M 0L0 0 N 10' Snow Criteria (Pg,Pr in PSF) Def 1CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Code / Miac Criteria Creep Factor. 2 0 Bldg Code: FBC 2017 RES Max TC CSI: 0.153 TPI Std: 2014 Max BC CSI: 0.091 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01AA114.21 Wind Wind loads based on MWFRS with additional CBC member design. Additional Notes Provide (2)16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 0.7108 1 off S 90,.`x` , •, r,ne 03/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 168 /31 /120 /- /57 /8.0 D 54 /3 /39 /- /- /1.5 C 78 /38 /41 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Rep = - C Min Brg Width Req = - Bearing B is a ngid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Ire extreme care in fabricatingg, hhandlin f shrDpi instelling and bracing. Refer to and follow the latest edition of BCSI (Building Safety Inforination, by TPI an0 SBCA) toy safety racbces prior to performing these functions. Installers shell provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for rmanent lateral res"int of webs shall have bracingg inslalled per BCSI sections B3, B7 or 810, e. App7y plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 6OA-Z for standard plate positions. a division of his drawing,any failure to build the on thlg drawing or over ps e g09q nshown. a sui9bility ALPINEINE nmrmwrr 24W Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19673 I Py: 1 I SEON: 877357 / T6 HIP_ I Cust: R408 JRef: 1 W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 4 FROM: AH DrwNo: 087.18.1222.06197 Truss Label: T6 KM / BAF 031282018 A 12 12'5'6 4.24 p v r - 9D fV r fV B T3 10' D Loading Criteria (psi) TCLL: 20.00 TCDL: 10.00 BCLL. 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' 2X4(A1) 9"4 6'9"4 6'9"4 Wind Criteria Wind Std: ASCE 7-10 Speed. 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height 15.00 ft TCDL: 4.2 psi BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.16 Wind Duration: 1.60 Lumber DefUCSI Criteria Top chord 20 SP #2 Dense PP Deflection in toe Udell L/# Bot chord 20 SP #2 Dense VERT(LL): NA Special Loads VERT(TL): NA Lumber Dur.Fac.=1.25 / Plate Dur Fac =1.25) TC. From 0 plf at -0.77 to 61 pfl at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.77 BC: From 0 plf at -0.77 to 4 pff at 0.00 BC: From 2 plf at 0.00 to 2 plf at 6.77 TC 21 Ib Cone. Load at 1.41 Max BC CSI: 0.526 TC: 156 Ib Cone. Load at 4.24 Max Web CSI: 0.000 BC: 29 Ib Cone Load at 1.41 BC: 107 Ib Cone. Load at 4 24 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in toe Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.010 D - HORZ(TL): 0.020 D - Code / Misc Criteria Creep Factoor. 2.0 Bldg Code FBC 2017 RES Max TC CSI: 0.660 TPI Std: 2014 Max BC CSI: 0.526 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT.0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01 A. 1114.21 Additional Notes Provide (2) 16d oommon(0.162"x3.5') toe -nails at lop chord. Provide (2) 16d eommon(0.162"x3.5') toe -nails at bottom chord. IMPORTANT" FURNISH THIS any ALL as ill H. o. 7108 1 it '1 A ` IONAI. 1tIIt 03/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 233 /45 /- /- /- /10.6 D 124 /4 /- /- /- /15 C 102 /36 /- /- /- /1.5 Wind reactions based on MWFRS S Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# INCLUDING THE INSTALLERS ming tthestoe functions. Installers shaproaYiideStempmdal uclural sheathln and bottom chord shall have a groppee y have bracing installed per SCSI sections I}3, B7 or' 0 on the JoinfDetails, unless noted otherwise. Refer to r any deviation from this drewing,any failure to build the in of tttrvvussesA eall on this or cover page nDseessignerpefANSUTPI 1 Sbc. yhown. The sulFabllily n: TPP www tpnst org: SBCA: www sbantrustry corn, ICC, www.=W A PLINE iwm.mNrve 2400 Lake Orange Or Suite 150 Orlando FL, 32837 0 Job Number. 19673I Py: 1 I SEON• 877363 / T5 EJAC I Cust: R408 JRef: 1W9N4(=117 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fdl in later Oy: 10 FROM. AH D=o: 087.18.1222.16527 Truss Label: TS KM / BAF 0312812018 C 2X4(A1) 6" 4'10" 4'10" Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL. 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 40.00 Mean Height. 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit 200 BCDL: 5.0 psf Load Duration, 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft Plate Type(s): Loc from endwall: not in 4.50 R WAVE GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense w fV Snow Criteria (Pg.PI in PSF) DeftfCSI Criteria Pg: NA CL NA CAT: NA PP Deflection in loc Udell LIN Pf: NA Ce: NA VERT(LL) NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.005 D HORZ(TL): 0.009 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code. FBC 2017 RES Max TC CSI: 0.300 TPI Std: 2014 Max BC CSI: 0.225 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01 A. 1114.21 Wind Wind loads based on MWFRS with additional CdC member design. Additional Notes Provide (2) 16d common(0.162"x3 5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") loo -nails at bottom chord. Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 241 /42 /169 /- /87 /8.0 D 89 /5 /66 /- /- /1.5 C 131 /64 /70 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 3756 66. to CoA IONA1I 03/28/2018 1 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses re0yuire extreme care in labiricatingg, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ompononl Safety Information, by TPI and SBCA) thi safety practices prior to performing these functions. Installers shall provide temporary bracin per BCS!. Unless noted dlherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propefly attach d riggid ceiling Locations shown forMranent lateral restraint of webs shall have bracing Inslalled per BCSI sections P3. 07 or F10 as applig131e. Apply elates to each tate of buss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to drawings 160A -Z for s ndard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,,, E truss in conformance with ANSI 1, or for handling, shipping, installation and bracingof trussesA eel on thi$ drawing or over Pae 2400 Lake Orange Dr. listingg this drawing indlcatea accVnce ofp o ass n In ring regponsbjij sole r Me dealgn hewn. We suitability 1 and i se of this jawing for any a cture is >fte responsibi it o a wilding Dealgrfer pe ANS l 1 .I. For more infonratw see Ihis IoWs genenil notes page and these web sites ALPINE, www ai ineaw coma TPI: www.tpinst orp, SBCA. www.sbdndu .00m ICC, www.tonafe org Orlando FL. 32837 Job Number. 19673 Py: 1 SEON: 877371 / T2 HIPS I Cust: R408 JRef: 1W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 2 FROM: AH DrwNo: 087.18.1222.21773 Truss Label: T2 KM / BAF 031282018 4'10" 8'4" 11'10 16'8" 4'10" 3'6" 3'6" + 4'10" n 4X6 = 3X4 Z - 4X6 12 C D E 6 T Bi F iv I H B2 1 4X4(A2) = 3X4 = 5X6 = 4X4(A2) P6" 5'1"8 5'1"8 Loading Criteria (ps0 Wind Criteria TCLL- 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category II TC: From 62 pit at -0.50 to 62 pit at EXP: C Des Ld: 40.00 Mean Height 15.00 fl NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 pst Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 ft SC, From 20 pit at 11.54 to 20 pit at Loc. from endwall: not in 4.50 it SC: From 4 pit at 16.67 to 4 pit at GCpi: 0.18 TC: 233 Ib Conc. Load at 4.86,11 80 Wind Duration: 160 Lumber 5,1"8 16" Top chord 20 SP #2 Dense 16'8" Bot chord 20 SP #1 Dense :82 20 SP #2 Dense: Webs 20 SP 03 Maximum Reactions pbs) Special Loads PP Deflection in loc Udell U# Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Pt. NA Ce: NA TC: From 62 pit at -0.50 to 62 pit at 4.83 TC, From 31 pit at 4.83 to 31 pit at 11.83 TC: From 62 pit at 11.83 to 62 pit at 17.17 SC: From 4 pit at -0.50 to 4 pit at 0.00 SC: From 20 pB at 0.00 to 20 pit at 4.86 BC: From 10 pit at 4 86 to 10 pit at 11.54 SC, From 20 pit at 11.54 to 20 pit at 16.67 SC: From 4 pit at 16.67 to 4 pit at 17.17 TC: 233 Ib Conc. Load at 4.86,11 80 TPI Std: 2014 TC: 131 Ib Conc. Load at 6.90. 8.33, 9.77 Bearings B 6 F require a seat plate. BC: 213 lb Cont Load at 4.86,11 80 Max Web CSI. 0 245 SC: 89 Ib Cont. Load at 6.90, 8.33, 9.77 Pur ins In lieu of structural panels use purlins to brace all flat TC ® 24" oc. Wind Wind loads and reactions based on MWFRS. 16'8" 6'5" 5,1"8 16" T 11'6"8 16'8" Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions pbs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pt. NA Ce: NA VERT(LL): 0.067 D 999 240 B 1353 / 374 / - / - / - /8.0 Lu: NA Cs: NA VERT(TL): 0.202 D 999 180 F 1354 / 374 / - / - / - /8.0 Snow Duration: NA HORZ(LL): 0.024 H - - Wind reactions based on MWFRS B - C 683 -2494 D - E 590 -2239 HORZ(TL): 0.049 H - - B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor. 2.0 F Min Big Width Req = 1.5 Bldg Code FBC 2017 RES Max TC CSI, 0.341 Bearings B 8 F are a rigid surface. TPI Std: 2014 Max BC CSI- 0.793 Bearings B 6 F require a seat plate. Rep Factors Used: Yes Max Web CSI. 0 245 FT/RT:O(Oy0(0) Members not listed have fomes less than 3750 Maximum Top Chord Forces Per Py (lbs) Plate Type(s): Chords Tens.Comp Chords Tens. Comp. WAVE VIEW Ver. 17.02.OtA.1114.21 B - C 683 -2494 D - E 590 -2239 C - D 590 -2242 E - F 683 -2490 03/28/2018 Maximum Bot Chord Forces Per Py (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 2166 -580 H - F 2163 -580 I- H 2507 -720 Maximum Web Fontes Per Py (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 643 -76 H - E 642 -76 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rvsses reeopt ire extreme care in fabncatinp, handling shiy rn installing,and bracing Refer to and follow the latest edition of SCSI (BuiNYomponenfSafetyInformation, by TPI and SBCA) ibi Safq raetices prior to performing these functions. Installers shall provide tempo bracing per BCSI. Unless noted o erwise,top chord shall have property attached structural sheathing and bottom Chord shall have a proattachedrigidceiling `)cations shown forpe rmanent lateral restraint of webs shall have bracing installed per BCSI sec ons ¢3, B7 or as applicable. Apply pulates to each face of truss and position as shown above and on the JoinTDetails. unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildin omponents Group Inc , shall not be responsible for any deviation from this drawing,any failure to build the ,r„n,„w„ry truss in conformance with ANSI 1 1, or for handling, shipping, installation and bracingof trussesA seal on th' drawing or Eover gagga 24pp Lake Orange Dr. listing this drawing Indicstss acceptance of Dro7esaronar en in erin9 responsb Iltv solely for y, desi n hown. The suiFability and Oso of this growing for any structure is Bre responsibflit ot the building Des grior perANSUTPI 1 S c.. Suite 150 For more ndormetxm see Mia' 's genenal notes page and Mese web sites ALPINE www at enedw coinTPI. www.t nst o • SBCA www sbcindu .eom• ICC, www imafe.org Orlando FL. 32837 pe Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 NE Phone: (800)755f001ALPIMownalpineitw.com Site Information: Customer. Accu -Span Truss Company Job Number. 19673 JobDescription., GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Address: 322 GORDON ST. I City, State, Zip: SANFORD, " Name: Address: Address and License # of Structural EOR if one exists for the building: License #. State: Job Engineering Criteria: Design Code: FBC 2017 RES City, State, Zip: View Version., 17.02.01.1114.21 JRef #: 1 W 9N4080017 Wind Standard• ASCE 7-10 Wind Speed (mph): 139I Roof Load (pso: 20.00-10.00- 0.00- Floor Load (psn: None 10.00 This package contains a job notes page, 5 truss drawings and 0 details. Item Seal # Truss 1 087.18.1221.53990 T4 3 087.18.1222.06197 T6 5 087.18.1222.21773 T2 Item Seal # Truss 2 4 087.18.1221.55890 087.18.1222.16527 T3 T5 This document has been electronically signed using a Digital Signature. Printed eopies without an original signature must be verified using the original electronic version. H nigf••:% f No. 70861 i STATE OF A c •••.4 OR%V.- ss ONAL ! 03/28/2018 Florida Certificate of Product Approval #FL1999 Printed 3/28/2018 4:23:35 PM Job Number 19673 Ply: I SEON: I Cust: R408 GORDON ST. WAREHOUSE /GORDON S7. WAREHOUSE -Fill in later I Oty: 8 I FROM: AH 345 / 74 JACK Dr o BAF 18. 1 20. 5399D 7 Truss Label: TO 43 1 2X4(A1) T TA -,10'6"11 M O CD 10' L 6"1' F -I 1' Loading Criteria (ps0 Wind Criteria Snow Criteria (P9.PI in PSF) DefUCSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# TCDL: 10.00 Speed: 139 mph Pt. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 C Des Ld: 40.00 EXP' C Mean Height. 15 00 If HORZ(TL): 0.000 C NCBCLL: 10.00 TCDL: 4.2 psi Code / Misc Criteria Creep Factor 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code, FBC 2017 RES Max TC CSI: 0.036 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.005 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 160 WAVE VIEW Ver: 17.02.01A 1114.21 Lumber Top chord 20 SP #2 Dense Bot chord 20 SP #2 Dense Wind Wind loads based on MWFRS with additional CdC member design. Additional Notes Provide (2) 16d common(0.162"x3. V) toe -nails at top chord. Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord IMPORTANT" FURNISH THIS a division of any GE a o. 708 1 03/28/2018 Maximum Reacflons (Ibs) Loc R /U /Rw /Rh /RL /W B 97 /22 /74 /- /24 /8.0 D 14 /1 /11 /- /- /1.5 C 11 /7 /8 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# J THIS DRAWING, ORS INCLUDING THE INSTALLERS 1399.ing tthestue and follow Installers sha l provideStel rhBporarng d structural sheathing and bottom chord shall have a props shall have bracinpjnslalled per SCSI sections B3, B7 or 810. and on the JoinfDetails, unless noted otherwise. Refer to ble for any deviation from this drawing,any failure to build the I bracingg of WssesA sal on this drawing or over pa e egpMpi_ lity solely -.r jhe 0gsjgn ghown. a suf bflity ALPINENE mm.aorn a 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. 19673 I Py: 1 I SEON: 877351 / T3 JACK I Cust: R408 JRef: 1W91,440101117 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 8 FROM: AH DrwNo: 087.18.1221.55890 Truss Label: T3 KM / BAF 0312&W/8 Loading Criteria (psi) TCLL: i 20.00 TCDL: 10.00 BCLL: 000 BCDL: 1000 Des Ld: 4000 NCBCLL, 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing 24.0' C 2X4(A 1) 6" 3' 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height 15.00 K TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Snow Criteria (Pg,PI in PSF) Pg: NA Ct NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162'x3.5') toe -nails at top chord. Provide (2) 16d common(0.162"x3.5') toe -nails at bottom chord. Def /CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor. 2.0 Max TC CSI: 0.153 Max BC CSI: 0.091 Max Web CSI: 0.000 VIEW Ver: 17.02.OtA.1114.21 00 NI H. o(',E1• 03/28/2018 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 168 /31 /120 /- /57 /8.0 D 54 /3 /39 /- /- /1.5 C 78 /38 /41 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regylre extreme care in fabricating, handlin shivping installing and bracing Refer fD and follow the latest edition of SCSI (BuildingComponen( 5$$fety Information, by TPI ani SBCA) f i soTey practices prior to performing these functions. Installers shall provide temporerY bracing r BCSI. Unless noted oUterwise,top chord shall have proper))/y atlached structural sheathing and bottom chord shall have a properly attach Aid ceilin Locations shown for permanent lateral restraint OT webs shall have bregn installed per BCSI sections 83, B7 or 870, as app icatbslt9. Appy plates to each face of truss and positron as shown above and on the Join Details. unless noted otherwise. kefer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mrrwcD,,,,,,, Wss in conformance with ANSI 1, or for handling, shipping, installation and brocin of trussesA cal on thi draW!)g orcover page 2400 Lake Orange Dr. listing this Brewin indica cs acceplance pro7esslonal en in erimg ons b li sole >lor a de8gn shown: The aua9 blland ise of this rowing for any structureis fne responsibility 01` me l3ul ng Des g or pe AN "=.2X- A Suite 150 For more imormelion see this JoVs ceneral notes patie and the» web sates ALPINE www el inedw torn TPI: www.l 'net orq& SBG. www sbundu ICC:.www aware org Orlando FL, 32837 Job Number. 19673I Py: 1 I SEON: 877357 / T6 HIP_ I Cust: R408 JRef: 1W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 4 FROM: AH DrwNo: 087.18.1222.06197 Truss label: T6 KM / BAF 03/28/!018 A 12 12'5"6 4.24 p v 9D fV r V B T3 D Loading Criteria (psi) TCLL. 20.00 TCDL: 1000 SCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) 9"4 Wind Criteria Wind Std. ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height. 15 00 ft TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CdC Dist a. 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP 92 Dense Bot chord 20 SP #2 Dense Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 pff at -0.77 to 61 plf at 0.00 TC From 2 plf at 0.00 to 2 plf at 6.77 BC: From 0 plf at -0.77 to 4 plf at 0.00 BC: From 2 plf at 0 00 to 2 plf at 6.77 TC: 21 Ib Cone. Load at 1.41 Code / Misc Criteria Creep Factor. 2.0 TC: 156 Ib Cone. Load at 4.24 Max TC CSI: 0.660 TPI Std: 2014 BC: 29 Ib Cone. Load at 141 Rep Factors Used: Yes Max Web CSI: 0.000 BC: 107 Ib Cone. Load at 4.24 Plate Type(s): Wind Wind loads and reactions based on MWFRS. 6'9"4 6'9"4 Snow Criteria (P9.PI in PSF) DefUCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# PF. NA Ce: NA VERT(LL). NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL)- 0 010 D HORZ(TL)- 0.020 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FOC 2017 RES Max TC CSI: 0.660 TPI Std: 2014 Max BC CSI- 0.526 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01 A. 1114.21 Additional Notes Provide (2) 16d oommon(0.162'x3.5") toe -nails at top chord. Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord. a 03/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THI IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS any as shown above and on Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 233 /45 /- /- /- /10.6 D 124 /4 /- /- /- /1.5 C 102 /36 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have fomes less than 375# IING THE INSTALLERS to and follow the latest 0 nionnC of RCSI Buildirnrgieainp' and bottom chord gall llhhdavea progerly ring ins lied per BCSI sections $3, B7 or 810, int -Details. unless noted otherwise. Refer to failure to build the I or coverPa e n. The su bility A PLINE rw"wol r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. 19673I Py: 1 I SEON: 877363 / TS EJAC I Cust. R408 JRef: 1W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Ory: 10 FROM: AH DrwNo: 087.18.1222.16527 Truss Label: TS KM / BAF 03282018 C 12'5"11 12 6 c u i71 fV r fV B A10' r' E2T tD 2X4(A1) 6" 4'10" 4'10" Loading Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: W TCDL: 10.00 Speed: 139 mph PP. NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category, II Snow Duration: NA B Min Brg Width Req = 1.5 EXP: C Max TC CSI: 0.300 Des Ld: 40.00 Mean Height: 15 00 It Max BC CSI: 0.225 NCBCLL: 10.00 TCDL: 4.2 psi Code I Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a. 3 00 K Rep Factors Used: Yes Loc. from endwall: not in 4.50 R FT/RT:0(0y0(0) GCpi. 0 18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top Chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional CdC member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord De1VCSI Criteria PP Deflection in loc Udell U# VERT(LL): NA Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL W B 241 /42 /169 / - /87 8,0 VERT(TL): NA D 89 /5 /66 / - / - 1.5 HORZ(LL): 0.005 D - - C 131 /64 /70 / - / - 1.5 HORZ(TL): 0.009 D - - Wind reactions based on MWFRS Creep Factor. 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.300 D Min Brg Width Req = - Max BC CSI: 0.225 C Min Brg Width Req = - Max Web CSI. 0.000 Bearing B is a rigid surface. Beanng B requires a seat plate. VIEW Ver. 17.02.01 A. 1114.21 03/28/2018 Q NO G At E Members not listed have forces less than 3759 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses rreeqquire extreme care in fabn'catin , hhandlin sh pin installing and braccl1'np. Refer to and follow the latest edition of BCSI (BuildingomponenlSafetyInformation, by TPI an SBCA) f r so ety lractices prior to perto rrling these functions. Installers shall provide terhpordry bracing per BCSI. Unless no olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachad ri9gid ceiling Locations shown for pepermanent lateral restraint of webs shall have bracjngg nslelled per BCSI sections B3, 87 or 810, as app11 a- Apply plates to each face of truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to drawings 160A -Z for standard plata positions Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI 1, or for handlin shipping, installation and bracing of trussesA $eat on this drawing or cover W139% listingg this drawin indica te a acceptance of o as one en In ring saponsibil v sole Tor P deet n Shown. The sllityandOaeofthis awing for any structure is ire reaponaibilitYot the Building Desigrfer pe ANSUTPI 1 c.Z. For more information see this job's general notes page and these web sites ALPINE, www eipine0w corn, TPI: www.lpmsi.org: SBCA: www ManduslN com, ICC, www iwat ALPINE Ni"o wvn 2400 Lake Orange Dr. Suite 150 Ovando FL. 32837 Job Number. 19673 Py: 1 SEON: 877371 / T2 HIPS Cust: R408 JRef: 1W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Ory: 2 FROM: AH DrwNo: 087.18.1222.21773 Truss Label: T2 KM / BAF 03282018 4'10" 8'4" 11'10" 16'8" i 4'10" } 3'6" 'i' 3'6" 410" ' 1 II 4X6 =3X4 =4X6 12 C D E 6 51 T B0AF iv 1-41 0' I H B2 4X4(A2) = 3X4 = 5X6 = 4X4(A2) 16'8" 6" 5'1"8 6'5" 51"8 +6' l 5'1"8 11'6"8 16'8" Loading Criteria (psi) TCLL 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit 2.00 Load Duration, 1.25 Spacing- 24.0" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height 15.00 H TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 CdC Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :82 2x4 SP 92 Dense Webs 2x4 SP 43 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 pit at -0.50 to 62 pit at 4.83 TC: From 31 plf at 4.83 to 31 pit at 11.83 TC: From 62 pit at 11.83 to 62 pit at 17.17 BC: From 4 plf at -0.50 to 4 pit at 000 BC: From 20 plf at 0.00 to 20 pH at 4.86 BC: From 10 pit at 4.86 to 10 pit at 11.54 BC* From 20 pit at 11.54 to 20 pit at 16.67 SC: From 4 pit at 16.67 to 4 pit at 17.17 TC: 233 Ib Conc. Load at 4.86,11 80 TC: 131 Ib Conc. Load at 6.90, 8.33, 9.77 BC: 213 Ib Colic. Load at 4.86,11.80 BC: 89 Ib Conc. Load at 6.90, 8.33, 9.77 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. IMPORTANT* FURNISH of r I Pl 1, or for r acceptance any structure Snow Criteria (Pg.PI in PSF) Pg: NA Ct NA CAT: W Pt,. NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code ! Mlsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE DefIfCS1 Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.067 D 999 240 VERT(TL): 0.202 D 999 180 HORZ(LL): 0.024 H - - HORZ(TL): 0.049 H - - Creep Factor. 2.0 Max TC CSI. 0.341 Max BC CSI: 0.793 Max Web CSI: 0.245 VIEW Ver. 17.02.01A.1114.21 E q S co IONA 03/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1353 1374 / - / - / - 18,0 F 1354 /374 /- !- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B 6 F are a rigid surface. Bearings B 8 F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp. B - C 683 -2494 D - E 590 -2239 C - D 590 -2242 E - F 683 -249D Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -I 2166 -SW H -F 2163 -SW I- H 2507 -720 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 643 -76 H - E 642 -76 LOW ALL NOTES ON THIS DRAWINGI TO ALL CONTRACTORS INCLUDING THE INSTALLERS pin installing and bracing. Refer to and follow the latest edition of BCSI (Budding havepromo I y etlach6ddperforming sheathin r and Installersottomchorrdalshall havetemporaryproprny bon asashown above and on the Jont Dem ls, unless notedd otherwise.B7Roefer to' shall not be responsible for any deviation from this drawmg,any failure to build the Dpm ,installation and bracing of WssesA $sal on thf drawing or cover pa lona `n$in rin expo slbflit r solety"(or" hTe„flgai n %hown. The suitability ALPINENE nmvm+•wn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 i MIAMHmm OOUNTY ACCREDITED AC472 STEEL STRUCTURES, INC. B MA LETTER OF CERTIFICATION VULCAN STEEL STRUCTURES, INC DATE: 4/ 9/18 Job Number 25388-1 DESIGNED BY: ZJM Customer Name: PBC CONSTRUCTION DETAILED BY: RDP Job Location: SANFORD FL 32771 CHECKED BY: ZJM BUILDING DESCRIPTION: W A L K D 0 0 R S SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME NOMINAL WIDTH: 60 feet NOMINAL LENGTH: 90 feet EAVE HEIGHT, BACK S.W: 16 feet EAVE HEIGHT, FRONT S.W: 16 feet ROOF SLOPE, LEFT: 1.0:12 GROUND SNOW LOAD Pg ROOF SLOPE, RIGHT: 1.0:12 20.00 psf DESIGN LOADS W A L K D 0 0 R S SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME 3070/4070 IMPACT RATED ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017) - BUILDING FRAME SELF WEIGHT: INCLUDED SNOW : SEISMIC DESIGN CATEGORY: A ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psf COLLATERAL LOAD: 3 psf GROUND SNOW LOAD Pg 0.00 psf ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00 FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00 SNOW LOAD, ROOF: 0 psf SNOW EXP. FACTOR Ce 1.00 WIND SPEED: (3 SEC GUST) 140 mph (Vult) FL12256.2 R 0 L L U P D 0 0 R S 108.44 mph (Vosd) MAX SIZE: W-8" X 14'-0" FL12765.1 INTERNAL PRESSURE COEFF. 0.18/-0.18 WIND EXPOSURE: B CLOSURE "C, 0, P" Closed RISK CATEGORY : II - Normal SEISMIC PARAMETERS W A L K D 0 0 R S SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME 3070/4070 IMPACT RATED ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE PANEL TYPE SITE CLASS (ASSUMED) D 26 GA. SEISMIC IMPORTANCE: 1.00 Golvalume SEISMIC DESIGN CATEGORY: A 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09 DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1" - (1 SEC PERIODS): 0.06 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS' - (SHORT PERIODS): 0.08 MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD)- 0.04 SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" - 3.5 FL12805.5 SEISMIC RESPONSE COEFFICIENT: "Cs" - 0.029 RIDGE VENT WITH 9" THROAT TOTAL LONGITUDINAL BASE SHEAR 1.22 FL5346.1 TOTAL TRANSVERSE BASE SHEAR 1.24 PBR DRAWING RELEASE HISTORY I DRAWING REVISIONS DATE SENTI REASON FOR RELEASE I REVISIONI DATE I BY I DESCRIPTION B C D COVERING AND TRIM COLOR TABLE SHEETING W A L K D 0 0 R S ROOF PANEL: 3070/4070 IMPACT RATED GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Golvalume WALL PANEL: 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Light Stone WALL TRIM COLOR: 6-3/4" THROAT Charcoal Gray FL12805.5 GABLE TRIM COLOR: RIDGE VENT WITH 9" THROAT Charcoal Gray FL5346.1 FLORIDA PRODUCT APPROVAL NUMBERS R 0 0 F P A N E L S W A L K D 0 0 R S P A N E L S 3070/4070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.1 3070/4070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.2 6070/8070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.2 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.1 PBR SKYLIGHT R I D G E V E N T S SUPERLOK 12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2 6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL12805.5 9" THROAT RIDGE VENT WITH 9" THROAT FL12805.1 FL5346.1 L O U V E R S PBR FIXED GLASS ILOUVER WITH FUXED GLASS FL12256.1 ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL12256.2 R 0 L L U P D 0 0 R S 1100 SERIES MAX SIZE: W-8" X 14'-0" FL12765.1 1100 SERIES MAX SIZE: 10'-0" X 14'-0" FL12765.2 3100 SERIES MAX SIZE: 12'-0" X 20'-0' FL12765.3 3100 SERIES MAX SIZE: 20'-0" X 20'-0" FL12765.4 750 SERIES MAX SIZE: 3'-0" X 12'-0" FL12675.5 750 SERIES MAX SIZE: 6'-0" X 12'-0" FL12765.6 750 SERIES IMAX SIZE: 8'-8" X 12'-0" FL! 2765.7 750 SERIES I MAX SIZE: 10'-0" X 12'-0" FL 2765. R 0 0 F P A N E L S S O F F I T P A N E L S BATTENLOK FL 11819.1 ARTISAN L-12 1 FL11919.1 DOUBLE-LOK FL 11819.2 S K Y L I G H T S LOKSEAM FL11819.3 PBR SKYLIGHT FL 13793 SUPERLOK FL1181g 4 W A L L L I T E SULTRA-DEK FL11819.5 7.2 PANEL FL15159.1 PBR FL13787.1 PBR PANEL FL5346.1 PBR PBU PANEL FL11868.2 W A L L P A N E L S AVP PANEL FL11917.3 FW -120 PANEL FL11917 4 PBR PANEL FL5335.1 REVERSE PBR FL5335.1 SHADOWRIB PANEL FL11917 6 MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D 0 0 R S 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0" NOA-13-1203.05 3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-13-0124.05 R 0 0 F P A N EL S PBR 22 GAGE & 24 GAGE NOA-15-0730.02 SUPERLOK 22 GAGE NOA-12-0911.02 SUPERLOK 24 GAGE NOA-12-0123.07 DOUBLE-LOK NOA-13-0425.14 W A L L P A N E L S PBR 24 GAGE N04-12-0123.06 ECO-FICIENT NOA-14-0306.03 S K Y L I G H T S PBR I I NOA-12-0110.04 OFFICE PERMIT THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSTTE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUAUFY AS THE PROJECT DESIGNER. WALTER E. pEKI" 1221620/ ='', G E Ns • n0 s 0.6132 0 ; STATE OF ORIGINAL SIGNATURE REQUIRED 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE BRACE CABLES HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS ASTM DESIGNATION A529 OR A572 SHAPES A1011 A475 EHS ASTM A992 A653 OR A792 A307, A325T, AND A490 GRADE 50 or GRADE 55• GRADE 55 GRADE 50 GRADE 50 or GRADE 80 A307 UNLESS NOTED GENERAL NOTES STRUCTURAL PRIMER SHOP PRIMER PAINT IS A MINIMAL NON—UNIFORM THICKNESS COATING OF A RUST INHIBITIVE RED—OXIDE COLOR PRIMER SATISFYING THE REQUIREMENTS OF TT—P-664. THIS PRIMER IS NOT TO BE CONSIDERED A FINISH COAT AND IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION PROCESS. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR REJECTION. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325T-UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE 14th EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS". PER SECTION 8.1, (SPEC. 16.2) A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER/CONTRACTOR -RESPONSIBILITIES THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRIATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DEtIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 — READS AS FOLLOWS THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS." RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WIND EXPOSURE. IT IS RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLE BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER TO INCLUDE: A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING PROJECT. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS- INCLUDE DEFINITION OF WIDTH, LENGTH, HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA— BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES AND FINISHES. SPECIAL NOTES: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER / CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE METAL BUILDING MANUFACTURER. OUTSIDE VENDOR ACCESSORY NOTE: BUYER SHALL BE RESPONSIBLE TO COORDINATE, ASSURE AND VERIFY THAT THE STRUCTURE AND CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS. IM VARIES) STANDARD TRIM LAP DETAIL NOTE: ALL TRIM CONTAINED ON THIS PROJECT WILL HAVE OUR STANDARD 3" LAP AS SHOWN ABOVE. (TRIM STYLE VARIES) THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS. SERVE AS OR QUALIFY AS THE PROJECT DESIGNER. E. WOOD P.E. P..EJ.. 61323 E NSF • . Oma'; V o. 61323 STATE OF OR ss/oN'AL ORIGINAL SIGNATURE REQUIRED Dia= 6" L J w DETAIL A c0 0.. a 1= " d V) I O O 0 0 6' 61 DETAIL B Dia= 3/4" 8" I- 10" ®I® 4 I— 3 See Plan DETAIL C Dia= 5/8" I 8" I 4.. 0 L 2.. SW See Plan DETAIL D SEE PLAN OUT TO OUT CONCRETE SEE PLAN W OUT TO OUT STEELx W Q W PROJECTION CnNCRETr EDGE AND ANCHOR BOLT PROJECTION Q O ANCHOR BOLTS NOTES MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J—BOLTS OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE RESULTS IN CONCRETE FOUNDATIONS. THE TYPE Of BOLT USED FOR THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN ASTM F1554 GRADE 36 (MIN.) BOLT. ANCHOR BOLTS ANCHOR BOLT SUMMARY HEX NUT w/MT WASHER SEE BUILDING PLANS CONCRETE UNE FOR PROJECTION Dia Qty Locate (i) Type P( ( in) BASE CHANNEL 0 8 JOmb 5/8' F1554 3.00 TOTAL LENGTH DETERMINED HEX NUT j BY FOUNDATION ENGINEER •• w/FLAT WASHER c t 0 32 Endwo11 5/8- F1554 3.00 16 frame 3/4 F1554 3.00 JAMB DEPTH so INSIDE CLOSURE (OPTIONAL) Oom I X - Bracing BASE CHANNEL FINISHED FLOOR 00A -z A 600 JAMB DEPTH 012 x 1-1/4' SDS C C I 1 A.F.F. MASONRY SECTION 'A -A' 1-3/,V F.O.VIDTH -3/4' BY OTHERS I 1 c 0E 1 0 EDGE OF CONCRETE 0 V C I @ge B° C c I Po9a A •I A eg 0 4. Wind -Bent 4• 00 ANCHOR BOLT PLAN NOTE NI Bose Plates O 100'-0' (U.N.) 1-3/4" ll I FINAL ERECTION XI FOR CONSTRUCTION I FOR APPROVAL I OTHER, EXPLAIN O VULCAN STEEL STRUCTURES, INC SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY Q. ••%Ef S '' o63 STATE OF OR NAIL h t lttututnulHnnt ORIGINAL SIGNATURE REOUIRED I OF 14 INSIDE CLOSURE (OPTIONAL) SLAB BEYOND VALL PANEL BASE CHANNEL FINISHED FLOOR B'x 2-1/2' JAMB DEPTH 012 x 1-1/4' SDS V/VASHER 6 PER PANEL) A.F.F. MASONRY SECTION 'A -A' 1-3/,V F.O.VIDTH -3/4' BY OTHERS A -A, Wa0 EDGE OF CONCRETE o 0 ANCHOR BOLT PLAN NOTE NI Bose Plates O 100'-0' (U.N.) 1-3/4" ll I FINAL ERECTION XI FOR CONSTRUCTION I FOR APPROVAL I OTHER, EXPLAIN O VULCAN STEEL STRUCTURES, INC SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY Q. ••%Ef S '' o63 STATE OF OR NAIL h t lttututnulHnnt ORIGINAL SIGNATURE REOUIRED I OF 14 Y T r, COLUMN UNE RIGID FRAME: ANCHOR BOLTS @ BASE PLATES Frm Col Anc._Bolt Base -Plate (mt Oev. Une Une Oty Dia Width Length thick (in) 2• A 4 0.750 8.000 10.00 0.500 00 2• D 4 0.750 8 000 10.00 0.500 0.0 2• Frame lines: 2 3 GENERAL NOTES 1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD M2E) F UNDATI GN DESIGN CTURER NSTRU9710N ARE NOT THE RESPONSIBILITY OF THEBUILD( 3.) ANCHOR BOLTS SMALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH ELEVATION AND LOCATION. 4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES OONN THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUAUFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. 5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN OR GRADE 55 (UNLESS NOTED) 6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 7.) WIND REACTIONS ARE BASED ON vull. RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frm Col Anc.Boll Base -Plate (int Elev. Frame Column -----Dead-- Collateral- Live ------ Wind -Left I- Wind_Rightt- Une Line Horiz Vert Horiz Vert Horiz Ven Manz Vert Horiz Vert 2• A 1.6 26 1.9 2.7 7.6 10.8 16.6 22.8 9.6 15.3 2• D -1.6 2.6 1.9 2.7 76 10.8 9.6 15.3 166 22.8 Frame Column-Wind_Right2- Wind_Longt- Wind-Long2- Seismic-Left Se.smic-Right Line Line Horiz Ven Horiz Vert Horiz Vert Horiz Ven Horiz Ven 2• A -34 5.7 11.8 -21.1 12.5 17.1 0.3 0.2 0.3 0.2 2• D 10.5 131 12.5 -17.1 118 211 0.3 02 0.3 0.2 2• Frame lines: 2 3 00 0.0 2.5 4.4 0.0 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Col Anc.Boll Base -Plate (int Elev. Line Line Oty Dia Width Length thick in) 1 A 4 0.625 6.000 6 000 0.134 0.0 1 8 4 0.625 6.000 8 000 0.500 0.0 1 C 4 0.625 6.000 8.000 0.500 00 1 D 4 0.625 6.000 6.000 0.134 00 4 D 4 0.625 6.000 6.000 0.134 0.0 4 C 4 0.625 6.000 8.000 0.500 0.0 4 8 4 0 625 6.000 8.000 0.500 0.0 4 A 4 0.625 6.000 6.000 0.134 0.0 BUILDING BRACING REACTIONS t Reactions(k ) Pone Shear Wall - Col -Wind- -Seismic- (Ib/ft) Loc Une Une Harz Ven Harz Vert Wind Seis Note F-EW D 2,3 2.9 2.8 0.3 03 (,) R-EB_SW A 3,2 5.8 2.8 0.6 0.3 l D)Wind bent in bay, base above finish floor i)Brocing in roof to rigid frame RIGID FRAME LOAD CASE DEFINITIONS Wind LI/Wind R1 = Lateral wind load from the left/right with a negative Internal pressure coefficient. Wlnd_L2/Wlnd_R2 = Lateral wind load from the left/right with a positive Internal pressure coefficient. Wlnd_LnI = Longitudinal wind load with a negative internal pressure coefficient. Wlnd_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient. Selsmlc_L/Selsmlc R = Lateral Seismic load from left/right. LWINDtI_Lt1E/ LWINDN_RkE = Longitudinal wind loads for edge zones. F#UNB_SL_L/ FNUNB_SL R = Unbalanced roof snow load with wind from the left/right. F#PAT_LL tl = Pattern live load for continuous bean systems. Note, Bracing reactions are not already Included In combination with any other load but must be added to basic reactions as desired by the foundation designer.' Collat = Collateral Load Endwall Load Case Definitions Rafter Wind L/ Rafter Wlnd R = Lateral wind load from the left/right. Brace Wind -L/ Brace Wlnd_R = Lateral wind load from the left/right with the bracing loads added. Wlnd_P/Wlnd_S = Wind Pressure/Suction due to longitudinal wind. Wlnd_Ln# = Longitudinal wind load on the roof. Selsmlc_L/Selsmlc R = Lateral Seismic load from left/right. EMUNB_SL_L/ E#UNB_SL_R = Unbalanced roof snow load with wind from the left/right. ENPAT_LL 11 = Pattern live load for continuous bean systems. LWINDN_L/LWINDM_R = Longitudinal wind loads for edge zones. WALTER E WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 OENSF '•.:OC=;, 0 1323 =_ STATE OF 9•',c OR{Ga •cQ,, Fns '• ..,.... ••\ r. V ORIGINAL SIGNATURE REQUIRED VULCAN STEEL STRUCTURES, INC 3 FINAL ERECTION PROJECT GORMN STREET.VARDDISE-BLDG A ANCHOR BOLT DETAILS A REACTIONS X3 FOR CONSTRUCTION ID 25388-1 DESIGN- ZJM I DRAFT- RDP CHECK. 3 FOR APPROVAL PROJECT DATE- 4/ 9/18 SHEET 2 3 OTHER, EXPLAIN SANFORD FL 32771 ADDRESS ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind_Len2- Wind Wind Wind Wind Wind Wind Wind Wind Seis Horiz Vert10.5 Vert13.1 FrmLine ColLine DeadVert CollatVert LiveVert Left Rightl Ven Vert Lefl2Ven Right2 Press Vert Hors Sucl Harz LongVen Long2Vert LeftVertn 3.4 1 A 0.4 0.4 2.3 4.2 -2.6 4.2 2.6 0.0 00 4.4 2.5 00 1 1 8C 1.11.1 1.01.0 6.16.1 11.0 -6.6 6.6 -11.0 11.06.6 6611.0 4.14.1 4.6 4.6 10.86.7 6.7 10.8 0.00.0 1 0 0.4 0.4 2.3 2.6 -4.2 2.6 42 00 0.0 2.5 4.4 0.0 Seis Frm Col Right EI PAT_" I- E1PAT_" 2- E1PAT_LL_3- E1PAT_LL-4- Une 11 Une AB Vert0.0 0.0 Herz0.0 0.0 Vert2.3 6.5 Hors Vert Harz 0.0 0.3 0.0 0.0 2.0 0.0 Vert 2.630 Harz 0000 Vert 0.33.1 1C 00 0.0 2.0 0.0 6 5 00 3.0 00 3.1 1 D 0.0 00 0.3 0.0 2.3 00 26 0.0 03 Wind Wind Wind Wind Wind Wind Wind Wind Sem Frm Col Dead Coltol Live Leftl Rightl Lefl2 Right2 Press Suct Longi Long2 Left Une Une Ven Vert Ven Vert Vert Vert Vert Horz Hors Ven Vert . Vert 4 D 0.4 04 23 4.2 -26 4.2 2.6 0.0 00 4.4 2.5 00 4 C 1.1 10 6.1 11.0 -6.6 11.0 6.6 41 46 10.8 6.7 0.0 4 B 1.1 1.0 61 6.6 -110 6.6 11.0 4.1 46 6.7 108 00 4 A 04 0.4 23 2.6 -4.2 2.6 J4.2 0.0 0.0 2.5 4.4 00 Sem Firm Cot Right E2PAT_LL_1- E2PAT_LL_2- E2PAT_LL_3- E2PAT_LL-4- Une Une Ven Horz Vert Hort Vert Harz Vert Harz Vert 4 D 0.0 0.0 2.3 0.0 0.3 0.0 26 0.0 03 4 C 0.0 0.0 6.5 00 2.0 0.0 3.0 0.0 3.1 4 B0.0 0.0 2.0 0.0 6.5 0.0 3.0 0.0 3.1 4 A . 0.0 0.0 0.3 0.0 2.3 0.0 2.6 0.0 03 WALTER E WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 OENSF '•.:OC=;, 0 1323 =_ STATE OF 9•',c OR{Ga •cQ,, Fns '• ..,.... ••\ r. V ORIGINAL SIGNATURE REQUIRED VULCAN STEEL STRUCTURES, INC 3 FINAL ERECTION PROJECT GORMN STREET.VARDDISE-BLDG A ANCHOR BOLT DETAILS A REACTIONS X3 FOR CONSTRUCTION ID 25388-1 DESIGN- ZJM I DRAFT- RDP CHECK. 3 FOR APPROVAL PROJECT DATE- 4/ 9/18 SHEET 2 3 OTHER, EXPLAIN SANFORD FL 32771 ADDRESS SPLICE BOLT TABLE OFFSET FL I/2'x1 1/4' Mark A307 BOLTS TYP. U.N.) Qty Top Bot Int Type Dio Length SP -1 9.5/30.0 4 4 2 A325 0.625 2.25 SP -2 6 x 4 4 0 A325 0.625 2.25 1BOLTSA307BOLTS 0 0 A SECOND FLANGE FLANGE BRACE SEE FRAME CROSS BRACE IS REQUIRED x 1/4" x 38.4 FLANGE BRACE TABLE FLANGE BRACE TABLE. F. COLUMN/RAFTER FRAME 2 3 FOR LOCATIONS. 6 ADDITIONAL LINE FOR ALIGNMENT PURPOSES ONLY RC -R26 12.0/12.0 D ID SID ES MARK LENGTH 1/4 x OFFSET 1 30.0/30.0 1 F847A 3'-11 " x 1 /4'; x 38.4- 2'-8" 1/4" x 151.5 1 F846.5A 3'-10 1/2" 2'-8" 1 FB39A 3'-3" 2'-8" QI' 12 I I I D I I Mork TYP. FLANGE BRACE / GIRT CONNECTION OFFSET FL I/2'x1 1/4' TYP U.N.) A307 BOLTS TYP. U.N.) 10 Len th 0 9.5/30.0 I I o I o ( 0 WURS IN/ 6 x I 151.5 1BOLTSA307BOLTS 0 0 A SECOND FLANGE FLANGE BRACE SEE FRAME CROSS BRACE IS REQUIRED x 1/4" x 38.4 IF '(2)' IS NOTED IN FLANGE BRACE TABLE. F. COLUMN/RAFTER SEE FRAME CROSS SECTION 16 BOLTS TDTALFORLOCATIONS. 6 ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC -R26 12.0/12.0 0.135 180.0 Mork Web Death Web Plate Outside Flange W x Thk x Len th Inside I•Iange W x Thk x LengthStartEndThickLenth RF1-1 9.5/30.0 0.165 150.2 6 x 1/4" x 181.9 6 x 1/4" x 151.5 30.0/30.0 0.250 34.2 6 x 1/4" x 38.4 RF1-2 30.0/12.0 0.188 143.6 6 x 3/16" x 240.0 6 x 1/4" x 144.7 12.0/12.0 0.135 180.0 6 x 3/16 x 81.1 6 x 1/4 x 179.0 RF1-3 30.0/30.0 0.250 34.2 6 x 1 /4'; x 38.4- 6 x 1/4" x 151.5 L-6 1/2- 53'-7- 2'-6 1/271 CLEARANCE MAIN FRAME ELEVATION: FRAME LINE 2 3 GENERAL NOTES: NOTICE TO ERECTOR " A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. B)ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. E ] FINAL ERECTION EX1 FOR CONSTRUCTION E 1 FOR APPROVAL E 1 OTHER, EXPLAIN 1H 12 VULCAN STEEL STRUCTURES, INC SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E./ 61323 500 VULCAN PARKWAY ADEL. Go 151620uiHoop„ E',, A.• ••• r 0EENv No. 61323 = TATE OF 01 ONAL ORIGINAL SIGNATURE REOUIRED 3 O O ERECTOR NOTE: THIS BUILDING HAS SPECIFIC ROOF AND/OR WALL FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING THE ROOF & WALL . PANELS. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF OR WALL PANEL(S) 0 on SO ooF VI WIND LOADING PRESSURES CHART AREA <- 10 SO.FT. FOR PANELS) PRESSURE SUCTION ZONE 1 (ROOF INTERIOR) 16 35 ZONE 2 (ROOF EDGE) 16 59 ZONE 3 (ROOF CORNER) 16 89 ZONE 4 (WALL INTERIOR) 32 35 ZONE 5 (WALL EDGE) 32 43 WALL ACCESSORIES 10 SOFT (ZONE 4) 32 35 100 SOFT (ZONE 4) 28 30 10 SOFT (ZONE 5) 32 43 t0O SOFT (ZONE 5) 28 32 NOTE PRESSURES SHOWN ARE BASED ON VUR AND APPUCABI£ WIERNAL COE TIMIS FOR THE 04CL.OSURE CLASSIFICATION AND COMM CATEGORY. SEE COVER PAGE FOR APPUCO E VALUES. FOR ALLOWABLE sRENGM DESIGN PRESSURES. VO L aTIPLY THE SHOWN VALUES BY 06. I ROOF SLOPE 0 TO 7' O doll - S%; 3 / / ROOF FASTENER DETAIL P ENCLOSED / PARTIALLY ENCL M P O DETAIL A' 012 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE GIRTS B' B' B' 012 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS. AND BASE 014 STITCH FASTENERS ZONE 5 -- D/C MAx ZONE 4- E ALL GIRTS L _20 _ O.L. MAX. BETWEEN GIRTS DETAIL 'A' 4 = ZONE 4 DIM W =--6--Fr 5 = ZONE 5 PBR' WALL PANEL ATTACHMENT DETAIL PBR' WALL PANEL PROF] DETAIL A' 11.11R FASTENERS PANEL FASTENER SPACING AT INTERMEDIAT EP IURLINS 7' 7' 7' $. I 012 MEMBER FAST ERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS. AND RIDGE. 014 S7ITCH FASTENERS TAPE MASTICZONE3 - -n-'- (H nAX. ZONE 2 - -EO'- I., MAX. ZONE I - 2 ALL PURLIN_ 6 _2-0 - D.C. MAX BETWEEN PURLINS DETAIL 'A' 1 = ZONE 1 DIM A = 6 FT 2 = ZONE 2 3 = ZONE 3 PBR' ROOF PANEL ATTACHMENT DETAIL PBR' ROOF PANEL PROFILE WALTER E.WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA_ 31620 o' 41 WALL FASTENER DETAIL PLAN PGBLESS7 0RI0P'Q NAL VULCAN STEEL STRUCTURES, INC FINAL ERECTION rADfDRESTS OJECCDRDDII STREET VAMM X) FOR CONSTRUCTION 25388-1 FOR APPROVAL OTHER, EXPLAIN SANFORD FL 32771 ORIGINAL SIGNATURE REQUIRED RDP ROOF SHEETING PLAN PANELS• 26 Go. POR — Golvolume zi. 12 GIRTUPS ERI1 GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR .CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REOUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 1 V u.— E I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL E I OTHER, EXPLAIN EC -4 VULCAN STEEL FLANGE BRACE TABLE FRAME UNE 1 7 I I S16ES I MARK LENGTH 1y 12 SANFORD FL 32771 EC -2 WBX10 16'-2 3/16" EC -3 WBX10 16'-2 3/16 - i 30'-1 1/4- 4" G-1 GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR .CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REOUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 1 V u.— E I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL E I OTHER, EXPLAIN EC -4 VULCAN STEEL FLANGE BRACE TABLE FRAME UNE 1 7 I I S16ES I MARK LENGTH 1y12 SANFORD FL 32771 EC -2 WBX10 16'-2 3/16" EC -3 WBX10 16'-2 3/16 - EC -4 8x35C16 14-5 11/16' ER -1 W8X10 30'-1 1/4- 4" G-1G-1 8X25C16 19'-11 1 2" G-2 8X25Z16 21'-1 1 2" G-3 8X25C16 19'-11 1 2' G-4 8X25Z16 22'-3 1Y" r s RX9571R 71'–, t/9" WALTER E. WOOD P.E. FLORIDA P.E.0 61323 500 VULCAN PARKWAY ADEL. GA 31620 R E. No. 61323 STATE OF 9pcF<OR}• Q ir r7unuuU+: ORIGINAL SIGNATURE REQUIRED INC PBC' CONSTRUCTION E-ILDG A ENDVALL FRAMING DESIGN, ZJM DRAFT, RDP I CHECK, ZJI DATE, 4/ 9/18 1 SHEET 11 14 . i r. CIR1 r-, 34' LAPS r -t /r it' -t ap• GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 4 M FRAME LINE 4 4IDSI19ES MARK LENGTH OFFSET IFB38.5 3'-2 1/2" 2'-8" urtnwinu alntua VULCAN STEEL STRUCTURES, INC E I FINAL ERECTION PROJECT fatD@t STREET VARDOZE-BL X] FOR CONSTRUCTION ID 25388-1 E ] FOR APPROVAL PROJECT SANFORD FL 32771OTHER, EXPLAIN ADDRESS EC -2 W8X10 16'-2 3/16" EC -3 W8X10 16'-2 3/16" EC -4 8x35C16 14-5 116" ER -1 W8X10 30'-1 1/4 G-1 8X25C16 19-11 1/2" G-2 8X25Z16 21'-1 1/2- 2" G-3G-3 8X25C16 19'-11 1 2" G-4 8X25Z16 22'-3 1Y" r,_s AY9571A 91'_1 ,/9" WALTER E.WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY O R IOP • `c,; ONAL EN INAL SIGNATURE REQUIRED 31d A Revision O m htAY 17 2018 City of Sanford Response to Comments O Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I Z I t-) Project Address: PW Submittal Date 7 I V C+ Contact: 4 r Ph: L/7- 1 U G Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water A General description of revision: c' ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 -'Building T-1 S (P• i rA AC472 STEEL STRUCTURES, INC. LETTER OF CERTIFICATION VULCAN STEEL STRUCTURES, INC DATE: 5/10/18 Job Number 25388-1 R1 DESIGNED BY: ZJM Customer Name: PBC CONSTRUCTION DETAILED BY: RDP Job Location: SANFORD FL 32771 CHECKED BY: ZJM DESIGN PARAMETERS W A L K D 0 0 R S SEISMIC PARAMETERS COMMENTS SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME BUILDING DESCRIPTION: ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE Golvolume SITE CLASS (ASSUMED) D WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED NOMINAL WIDTH: 60 feet SEISMIC DESIGN CATEGORY: A Light Stone DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): NOMINAL LENGTH: 90 feet 0.06 GABLE TRIM COLOR: 6-3/4" THROAT EAVE HEIGHT, BACK S.W: 16 feet 9" THROAT RIDGE VENT WITH 9" THROAT MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): EAVE HEIGHT. FRONT S.W: 16 feet PBR SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" - 3.5 ILOUVER WITH FLIXED GLASS ROOF SLOPE, LEFT: 1.0:12 TOTAL LONGITUDINAL BASE SHEAR 1.22 FL12256.2 TOTAL TRANSVERSE BASE SHEAR 1.24 ROOF SLOPE, RIGHT: 1.0:12 MAX SIZE: 8'-8" X 14'-0" FL12765.1 1100 SERIES DESIGN LOADS FL12765.2 3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3 BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017) - BUILDING FRAME SELF WEIGHT: INCLUDED SNOW FL12675.5 ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psf COLLATERAL LOAD: 3 psi GROUND SNOW LOAD Pg 0.00 psf ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00 FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00 SNOW LOAD. ROOF: 0 psf SNOW EXP. FACTOR Ce 1.00 WIND SPEED: (3 SEC GUST) 140 mph (Vult) 108.44' mph (Vosd) INTERNAL PRESSURE COEFF. 0.18/-0.18 p - WIND EXPOSURE: B PERMIT #- f 0 / '2/0 CLOSURE "C, 0, P" Closed RISK CATEGORY II - Normol DRAWING RELEASE HISTORY DRAWING REVISIONS DATE SENT I REASON FOR RELEASE I R-EVISION1 DATE I BY I DESCRIPTION B COVERING AND TRIM COLOR TABLE SHEETING W A L K D 0 0 R S SEISMIC PARAMETERS 3070/4070 IMPACT RATED SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME COLOR ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE Golvolume SITE CLASS (ASSUMED) D WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED SEISMIC IMPORTANCE: 1.00 COLOR SEISMIC DESIGN CATEGORY: A Light Stone DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09 DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1" - (1 SEC PERIODS): 0.06 GABLE TRIM COLOR: 6-3/4" THROAT MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" - (SHORT PERIODS): 0.08 OFFICE 9" THROAT RIDGE VENT WITH 9" THROAT MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04 L O U V E R S PBR SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" - 3.5 ILOUVER WITH FLIXED GLASS SEISMIC RESPONSE COEFFICIENT: "Cs" - 0.029 ADJUST. GLASS TOTAL LONGITUDINAL BASE SHEAR 1.22 FL12256.2 TOTAL TRANSVERSE BASE SHEAR 1.24 DRAWING RELEASE HISTORY DRAWING REVISIONS DATE SENT I REASON FOR RELEASE I R-EVISION1 DATE I BY I DESCRIPTION B COVERING AND TRIM COLOR TABLE SHEETING W A L K D 0 0 R S ROOF PANEL: 3070/4070 IMPACT RATED GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Golvolume WALL PANEL: WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Light Stone WALL TRIM COLOR: SUPERLOK Chorcoal Gray RIDGE VENT WITH 12" THROAT GABLE TRIM COLOR: 6-3/4" THROAT Chorcool Groy FL12805.5 FLORIDA PRODUCT APPROVAL NUMBERS R O O F P A N E L S W A L K D 0 0 R S P A N E L S 3070/4070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.1 3070/4070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.2 6070/8070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.2 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.1 PBR SKYLIGHT R I D G E V E N T S SUPERLOK 12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2 6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL12805.5 9" THROAT RIDGE VENT WITH 9" THROAT FL12805.1 FL5346.1 L O U V E R S PBR FIXED GLASS ILOUVER WITH FLIXED GLASS FL12256.1 ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL12256.2 R 0 L L U P D 0 0 R S 1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL12765.1 1100 SERIES MAX SIZE: 10'-0" X 14'-0" FL12765.2 3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3 3100 SERIES MAX SIZE: 20'-0" X 20'-0" FL12765.4 750 SERIES MAX SIZE: 3'-0" X 12'-0" FL12675.5 750 SERIES MAX SIZE: 6'-0" X 12'-0" FL12765.6 750 SERIES MAX SIZE: 8'-8" X 12'-0" FL12765.7 750 SERIES MAX SIZE: 10'-0" X 12'-0" FL 12765.8 R O O F P A N E L S S 0 F F I T P A N E L S BATTENLOK FL11819.1 ARTISAN L-12 1 FL11919.1 DOUBLE-LOK FL 11819.2 S K Y L I G H T S LOKSEAM FL 11819.3 PBR SKYLIGHT FL13793 SUPERLOK FL11819.4 W A L L L I T E SULTRA-DEK FL11819.5 7.2 PANEL FL15159.1 JPBR FL13787.1 PBR PANEL FL5346.1 PBR PBU PANEL FL11868.2 W A L L P A N E L S AVP PANEL FL11917.3 FW -120 PANEL FL11917.4 PBR PANEL FL5335.1 REVERSE PBR FL5335.1 SHADOWRIB PANEL FL 11917.6 MAY 17 2018 J MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D 0 0 R S 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0' NOA-13-1203.05 3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-13-0124.05 R O O F P A N E L S PBR 22 GAGE & 24 GAGE NOA-15-0730.02 SUPERLOK 22 GAGE NOA-12-0911.02 SUPERLOK 24 GAGE NOA-12-0123.07 DOUBLE-LOK NOA-13-0425.14 W A L L P A N E LS PBR 124 GAGE NOA-12-0123.06 ECO-FICIENT I I NOA-14-0306.03 S K Y L I G H T S PBR INOA-12-0110.04 THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILNNG PLANS DOES NOT HAVE FAMILIARITY WTiFh 11S7 PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIF+ AS THE PROJECT DESIGNER. WALTER E. WOOD P.E. FLORIDA P.E.0 61323 500 VULCAN PARKWAY ADEL. GA 31620 E. O',, 0, EN 0, No. 61323 T --A- l . i A_ STATE OF GENERAL NOTES A PROJECT DESIGNER- IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF 1. MATERIALS ASTM DESIGNATION - EXPOSURE AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDINGWIND ) STRUCTUPAL STEEL PLATE A529 OR A572• GRADE'50 or GRADE 55 PROJECT. " COLD FORMED LIGHT GAGE SHAPES A1011 GRADE 55 + A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE , BRACE CABLES A475 EHS DEFINITION OF WIDTH, LENGTH, ,HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS HOT ROLLED MILL • SHAPES ASTM A992 GRADE 50 AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY. ROOF AND WALL SHEETS A653 OR A792 GRADE 50 or GRADE 80 BOLTS A307, A325T, AND A490 A307 UNLESS NOTED A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING 2. STRUCTURAL- PRIMER DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF SHOP PRIMER PAINT IS A MINIMAL NON—UNIFORM THICKNESS COATING OF A RUST INHIBITIVE, RED—OXIDE . COLOR PRIMER. IMPORTANCE FACTORS, DEFINITION OF ALL , LOADS REQUIRED FOR THE DESIGN OF THE SATISFYING THEW REQUIREMENTS OF TT—P-664. THIS PRIMER -IS NOT TO BE CONSIDERED A FINISH' COAT AND IS NOT INTENDED STRUCTURE- INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER - IS NOT WARRANTED OR. REPRESENTED AS BEING COMPATIBLE EXPOSURE CATEGORY, HVAC -UNIT LOADS, FLOOR 'AND OTHER APPLIED LOADS (IF APPLICA— WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE RESPONSIBLE FOR LOAD OR ' EXPOSURE CATEGORY DETERMINATION. RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION PROCESS. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS 'INCLUDE REJECTION. DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES AND FINISHES. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL -HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE 14th TUBE EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS'. PER SECTION' 8.1, (SPEC. .16.2) SPECIAL NOTES: SEALANT A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE BUILDING NOT 'STRUCTURALLY SOUND UNTIL ALL - INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE WALL COVERING. ROOF SHEETS; AND PERMANENT ERECTOR TO ASSURE PROPER TIGHTNESS. BRACING IS INSTALLED. BUILDER /CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING 4. BUILDER/CONTRACTOR RESPONSIBILITIES DURING ERECTION, HE SHALL FURNISH, AND INSTALL GUTTER THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THESE TEMPORARY SUPPORTS WHERE NECESSARY. (TRIM VARIES) ' TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE, THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND METAL BUILDING MANUFACTURER. P ' TOLERANCES -WILL GOVERN THE WORK. ; IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS, FOR OTHER TRADES. OUTSIDE VENDOR ACCESSORY NOTE: STANDARD TRIM LAP DETAIL THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN. NOTE: ALL TRIM CONTAINED ON THIS PROJECTBUYERSHALLBERESPONSIBLE- TO COORDINATE.. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY ASSURE AND VERIFY THAT THE STRUCTURE AND WILL HAVE OUR STANDARD 3" LAP AS SHOWNABOVE. (TRIM STYLE VARIES) PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES,' AS -REQUIRED. CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS: APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND f OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG• AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES . WITH THE PURCHASE ORDER. THE BOILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE THE PROJECT DESIGNER Is NOT THE METALANDCOMPATIBILITYCONCERNINGANYMATERIALSNOTFURNISHEDBYTHEMANUFACTURERARETOBECONSIDEREDANDBUDDINGMANUFACTURER, THE METAL BUILDINGCOORDINATEDBYTHEBUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS DESIGNER THE METAL' BUE MET ENGINEER. INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURERS THE ENGINEER WHOSE SEAL APPEARS ON THE ASSUMPTIONS WILL GOVERN. _ - - _ _ _ _ _ . _ . METAL BUILDING PLANS IS A SPECIALTY THE BUILDER /CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS ENGINEER AND NOT THE PROJECT DESIGNERORTHEPROJECTENGINEEROFRECORD. THE COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEER WHOSE SEAL APPEARS ON THE ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN METAL BUILDING PLANS DOES..NOT -HAVE— AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN FAMILIARITY WITH THE PHYSICAL JOBSrTE PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE -DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE'WITH ALL REQUIREMENTS OF THE THE PROJECT DESIGNER. PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING WALTER E. WOOD P.E. COMPONENTS -IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR. CONSTRUCTION" .DRAWINGS. TEMPORARY . SLOR00 wLCAN. PARKWAY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF. THE ERECTOR TO iinl+siPtlr} DETERMINE-, -FURNISH, AND INSTALL.``````````,, R E r 1s2o'''''/'' THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED .tv OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS Q.•GENS;••. ADO'% NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. `S\ .•'•\, F AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 — READS AS FOLLOWS _ 0. 1323 THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS." 3 RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WIND EXPOSURE. IT IS ,p'; 'STATE OF ::•Q; RESPONSIBILITY • OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLEc,: BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS'- F OR IpP\ OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES '' `rS/QNAtL•ON, OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO.PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER TO INCLUDE: FRAME LINES: 2 QA Y rOLUMN UNE T H IV RIGID FRAME: ANCHOR BOLTS k BASE PLATES Frm Col Anc.-Bolt Bose -Plate (in Elev. Line Line Oty Dio Width Length ick (in) 2• A 4 0.750 8.000 10.00 0.500 0.0 2• D 4 0.750 8.000 10.00 0.500 0.0 2• Frame lines: 2 3 GENERAL NOTES 1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. M2ETAL BUILD IN DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE R. 3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8• IN BOTH ELEVATION AND LOCATION. 4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUALIm ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. 5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 7.) WIND REACTIONS ARE BASED ON Vult. DESIGN LOAD DEFINITIONS RIGID FRAME LOAD CASE DEFINITIONS RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frm Col Anc._Bolt Bose_Plote (in Elev. Une Frame Column -----Dead-----Collateral- Oty Dio Live------Wind-Lehi- ick Wind_RightI- IA Wind_Letl2- Line Line Horiz Vert Hartz Vert Horix Vert Horix Vert Horix Vert Horix Vert 2• A 1.6 2.6 1.9 2.7 7.6 10.8 16.6 22.8 9.6 15.3 10.5 -13.1 2• D -1.6 2.6 1.9 2.7 7.6 10.8 9.6 15.3 16.6 22.8 3.4 -5.7 Frame Column-Wind_Right2- Wind_Longt- Wind-Long2- Seismic-Left Seismic -Right B Line Line Horix Vert Horix Vert Horix Vert Horix Vert Horix Vert 0.0 2• A -3.4 5.7 11.8 -21.1 12.5 17.1 0.3 0.2 0.3 0.2 7.5 2• D 10.5 13.1 12.5 -17.1 11.8 21.1 0.3 0.2 0.3 0.2 1.0 26 Frame lines: 2 3 11.0 3.0 7.5 4.1 4.6 6.7 10.8 0.0 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Bose_Plote (in Elev. Une Line Oty Dio Width Length ick in) IA Wind 4 0.625 6.000 8.000 0.500 0.0 1 B 4 0.625 6.000 8.000 0.500 0.0 1 C 4 0.625 6.000 8.000 0.500 0.0 1 D 4 0.625 6.000 8.000 0.500 0.0 4 D 4 0.625 6.000 8.000 0.500 0.0 4 C 4 0.625 6.000 8.000 0.500 0.0 4 B 4 0.625 6.000 8.000 0.500 0.0 4 A 4 0.625 6.000 8.000 0.500 0.0 BUILDING BRACING REACTIONS t Reactions(k ) Panel Shear Wall - Col -Wind - -Seismic- (Ib%H) Loc Line Line Harz Vert Harz Vert Wind Seis Note F SW D 2,3 2.9 2.8 0.3 0.3 b) B SSW A 3.2 5.8 2.8 0.6 0. 3rl Jb Wind bent in bay, base above Finish floortinginrooftorigidframe Wind-LI/Wind-RI = Loterol wind load from the left/right with a negotive Internal pressure coefficient. Wind-L2/Wind-R2 = Lateral wind load from the left/right with a positive Internal pressure coefficient. Wind Lnl = Longitudinal wind load with a negative Internal pressure coefficient. Wind Ln2 = Longitudinal wind load with a positive internal pressure coefficient. Selsmlc_L/Seismic_R = Lateral Seismic load from left/right. LWIND#_L#E/ LWIND#_R#E = Longitudinal wind loads for edge zones. F#UNB_SL_L/ F#UNB_SL_R = Unbalanced roof snow load with wind from the left/right. F#PAT_LL # = Pattern live load for continuous beom systems. Note, Bracing reactions are not already Included In combination with any other load but must be added to basic reactions as desired by the foundation designer.' Collot = Collateral Load IEndwoll Load Case Definitions) Rafter Wind L/ Rafter Wlnd R = Lateral wind load from the left/right. Brace Wind -L/ Brace Wind_R = Lateral wind load from the left/right with the bracing loads added. Wind_P/Wind_S = Wind Pressure/Suction due to longitudinal wind. Wind_Ln# = Longitudinal wind load on the roof. Seismic _L/SelsmIc_R = Lateral Seismic load from left/right. E#UNB_SL_L/ E#UNB_SL_R = Unbalanced roof snow food with wind from the left/right. E#PAT_LL # = Pattern live load for continuous bean systems. LWIND#_L/LWIND#_R = Longitudinal wind loads for edge zones. DESCRIPTION: ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collot Live Left Rightl Lefl2 Right2 Press Suct Longt Lon92 Left Line Line Vert Vert Vert Vert Vert Vert Vert Harz Harz Vert Vert Vert 1 A 0.5 0.4 2.3 4.2 2.6 2.7 1.2 0.0 0.0 4.4 2.5 0.0 1 B 1.1 1.0 6.1 11.0 6.6 7.5 3.0 4.1 4.6 10.8 6.7 0.0 1 C 1.1 1.0 6.1 6.6 11.0 3.0 7.5 4.1 4.6 6.7 10.8 0.0 1 D 0.5 0.4 2.3 2.6 4.2 1.2 2.7 0.0 0.0 2.5 4.4 0.0 Seis Frm Cot Right E1PAT_LL1- E1PAT_LL-2- E1PAT-LL_3- E1PAT-LL-4- Line Line Vert Harz Vert Harz Vert Harz Vert Harz Vert 1 A 0.0 0.0 2.3 0.0 0.3 0.0 2.6 0.0 0.3 1 B 0.0 0.0 6.5 0.0 2.0 0.0 3.0 0.0 3.1 1c 0.0 0.0 2.0 0.0 6.5 0.0 3.0 0.0 3.1 1 D 0.0 0.0 0.3 0.0 2.3 0.0 2.6 0.0 0.3 Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collot Live Left Righlt Left2 Right2 Press Suet Longt Long2 Left Line Line Vert Vert Vert Vert Vert Vert Vert Horz Harz Vert Vert Vert 4 0 0.5 0.4 2.3 4.2 2.6 2.7 1.2 0.0 0.0 4.4 2.5 0.0 4 C 1.1 1.0 6.1 11.0 6.6 7.5 3.0 4.1 4.6 10.8 6.7 0.0 4 B 1.1 1.0 6.1 6.6 11.0 3.0 7.5 4.1 4.6 6.7 10.8 0.0 4 A 0.5 0.4 2.3 2.6 4.2 1.2 2.7 0.0 0.0 2.5 4.4 0.0 Seis Frm Col Right E2PAT_LL_1- E2PAT_LL_2- E2PAT_LL-3- E2PAT_LL_4- Une Line Vert Harz Vert Harz Vert Harr Vert Harz Vert 4 0 0.0 0.0 2.3 0.0 0.3 0.0 2.6 0.0 0.3 4 C 0.0 0.0 6.5 0.0 2.0 0.0 3.0 0.0 3.1 4 B 0.0 0.0 2.0 0.0 6.5 0.0 3.0 0.0 3.1 4 A 0.0 0.0 0.3 0.0 2.3 0.0 2.6 0.0 0.3 E J FINAL ERECTION EX] FOR CONSTRUCTION E J FOR APPROVAL E ] OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 P E L E NSF No. 61323 o :• STATE OF Z O R VD P' 7 tSS+Qr'!AV'AtA ' r H1`M f ffr!Iu1gp1T1N SIGNATURE REQUIRED TRUCTION PROJECT GORDON STREET VAREIDUSE-BLDG A ANCHOR BOLT DETAILS & REACTIONS ID 25388-1R1 DESIGN, ZJM I DRAFT, RDP I CHEEK, DMC PROJECT SANFORD FL 32771 DATE, 5/10/18 ISHEET 2 ADDRESS SPLICE BOLT TABLE Start/En - d Thick Len tl RF 1-1 Qty 0.165 150.2MarkTopBotIntTypeDiaLength SP -1 4 4 2 A325 0.625 2.25 SP -2 4 4 0 A 25 0.625 2.25 180.0 RF1-3 30.0/30.0 0.250FLANGEBRACETABLE FRAME LINE 2 3 V ID SIDES MARK LENGTH OFFSET 1 1 FB47A 3'-1 1 " 2'-8" 2 1 FB46.5A 3'-10 1/2" 2'-8" 3 1 F839A 3'-3" 2'-8" Q1• 12 0. W GENERAL NOTES: NOTICE TO ERECTOR-------------------------- A)lt is IMPORTANT that for members exceeding 30 ft. in length that o spreader bar be used when lifting. B)ALL flange braces and wind brocing must be installed prior to exterior finishes being applied. TYP. FLANGE BRACE / GIRT CONNECTION OFFSET rL 1/2'x1 1/4' TYP U.N.) A307 BOLTS TYP. U.N.) I o 0 t o o f o EuIRTLN/ I A307 IBOLTS 0 0 A SECOND FLANGE FLANGE BRACE SEE FRAME CROSS BRACE IS REQUIRED O0NNLLYY IF '(2)' IS NOTED I13THf FLANGE BRACE TABLE. R.F. COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTAL FOR LOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC -R26 3 r MAIN FRAME ELEVATION: FRAME LINE 2 3 REVISI Mark Start/En - d Thick Len tl RF 1-1 9.5/30.0 0.165 150.2 x 81.1 30.0/30.0 0.250 34.2 RF1-2 30.0/12.0 0.188 143.6 12.0/12.0 0.135 180.0 RF1-3 30.0/30.0 0.250 34.2 O X 1/4 X I; 101.;1 6 x 1 /4" x 38.4 6 x 3/16" x 240.0 6 x 3/16" x 81.1 6 x 1/ 4:: x 38.-4- 8 4A 1 I FINAL ERECTION XI FOR CONSTRUCTION I FOR APPROVAL I OTHER, EXPLAIN I; Inside Flange W x Thk x Length 6 x 1/4"' x 151.5 6 x 1/4" x 144.7 6 x 1, /4" x 179.0 6 x 1/4" x 151.5 C11 II WALTER E. WOOD P.E. v 1 FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 1 1t11pnnnnnrrnnup CENs••p o-6132 a, STATE OFORQ`; 141 FS •• 6 S/ONA EN ORIGINAL SIGNATURE REQUIRED VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION PROJECT Gm1BEN STREET VAREHRIZ-BLDG A MAIN FRAME ELEVATION ID 25388 -IRI DESIGN- ZJM I DRAFT, RDP I CHECK- ZJM PROJECT SANFORD FL 32771 DATE- 5/10/18 1 SHEET 3 ADDRESS 0 O O ERECTOR NOTE: THIS BUILDING HAS SPECIFIC ROOF AND/OR WALL FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING THE ROOF & WALL PANELS. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF OR WALL PANEL(S) m O 2 ROOD t / / / / WIND LOADING PRESSURES CHART AREA <- io Son. FOR PANELS) PRESSURE SUCTION ZONE 1 (ROOF INTERIOR) 16 35 ZONE 2 (ROOF EDGE) 16 59 ZONE 3 (ROOF CORNER) 16 89 ZONE 4 (WALL INTERIOR) 32 35 ZONE 5 (WALL EDGE) 32 43 WALL ACCESSORIES 10 SOFT (ZONE 4) 1 32 35 100 SOFT (20NE 4) 1 28 30 10 SOFT (ZONE 5) 1 32 43 100 SOFT (ZONE 5) 1 28 32 NOTE : PRESSURES SHOWN ARE BASED ON VUR AND APPLICABLE INTERNAL COEFFICIEMTS FOR THE DXIDSURE CLASUFICATXIN AND EXPOSURE CATEGORY. SEE COVER PAGE FOR APPLICABLE VALUES. FON ALLOKOBLE STRENGTH DESIGN PRESSURES, VO MULTIPLY THE SHOWN VALUES BY 0.6 1 / / I ROOF SLOPE 0 TO 7' ROOF FASTENER DETAIL P ENCLOSED / PARTIALLY ENCU P DETAIL A' N12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE GIRTS B' 8' 8' i"I 012 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND BASE 014 STITCH FASTENERS ZONE 5 - _!'Q:_ 0/C MAX. ZONE 4 - E ALL GIRTS D.G. MAX. BETVEEN GIRTS DETAIL 'A' 4 = ZONE 4 DIM W =—L—FT 5 = ZONE 5 PBR' WALL PANEL ATTACHMENT DETAIL PBR' WALL PANEL PROFILE 1 = ZONE 1 DIM A =—L --FT 2 = ZONE 2 3 ZONE 3 PBR' ROOF PANEL ATTACHMENT DETAIL PBR' ROOF PANEL PROFILE Y °/M O tY WALL FASTENER DETAIL PLAN PGBLESS7 IONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL t, 31620 l I nuuprrr rr, E. NS 4' No. 61323 1 STATE OF 2 Al tJ` bb Iq- N4 C i/ IILl1+lILILLL IN ORIGINAL SIGNATURE REOUIRED PBC CONSTRUCTION FINAL ERECTION PROJECT GERKHI STREET VAI IKKISE-BLDG A FASTERNER DE X] FOR CONSTRUCTION 1D 25388 -IRI DESIGN ZJM I FOR APPROVAL PROJECT SANFORD FL 32771 DATE 5/10/18 E I OTHER, EXPLAIN ADDRESS 4 ZJM o• DETAIL A' N12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PURLINS 7' 7' 7' N12 MEMBER FAST HERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS. AND RIDGE. N14 STITCH FASTENERS ZONE 3 - _29._ O/C MAX. TAPE MASTIC ZONE 2 - i9'_ 0/C MAX. ZONE 1 - 2 ALL PU 1 t _M_ O.C. MAX. BETVEEN PURLINS DETAIL 'A' 1 = ZONE 1 DIM A =—L --FT 2 = ZONE 2 3 ZONE 3 PBR' ROOF PANEL ATTACHMENT DETAIL PBR' ROOF PANEL PROFILE Y °/M O tY WALL FASTENER DETAIL PLAN PGBLESS7 IONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL t, 31620 l I nuuprrr rr, E. NS 4' No. 61323 1 STATE OF 2 Al tJ` bb Iq- N4 C i/ IILl1+lILILLL IN ORIGINAL SIGNATURE REOUIRED PBC CONSTRUCTION FINAL ERECTION PROJECT GERKHI STREET VAI IKKISE-BLDG A FASTERNER DE X] FOR CONSTRUCTION 1D 25388 -IRI DESIGN ZJM I FOR APPROVAL PROJECT SANFORD FL 32771 DATE 5/10/18 E I OTHER, EXPLAIN ADDRESS 4 ZJM I I W PURUN LAP GRIP r -i 3,. 3•-T 3/.. ROOF FRAMING PLAN wuslDt / WASHER ""T REVISIONS BRACE CABLE ASSEMBLY REV. DESCR. CABLE NARDvARE rACTOT ATTACHED SYMMETRICAL AT BOTH CNDS X-1 3.h r-1 3/r FINAL ERECTION X] FOR CONSTRUCTION I FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC rKUJL.L.I SANFORD FL 32771 ADDRESS MEMBER TABLE ROOF PLAN 1 - P- LENGTH P-1 10X25 13 ER -1 RFI -2 RF1-2 ER -1 36'-3 1/2" P-3 1OX25Z13 33'-1 1/2" E-1 10E375D14 29'-11 1/2" E-2 10E375D14 29'-11 1/2- E:--3 10E375D14 YP YP 1 YD o. E-5 10E375D14 JER-1 F1R-2 RFI-2ER-1 35'-0" CB -3 0.250CBL 34'-8" CB -4 0.250CBL 35'-10" CB -5 D 1. GRIP r -i 3,. 3•-T 3/.. ROOF FRAMING PLAN wuslDt / WASHER ""T REVISIONS BRACE CABLE ASSEMBLY REV. DESCR. CABLE NARDvARE rACTOT ATTACHED SYMMETRICAL AT BOTH CNDS X-1 3.h r-1 3/r FINAL ERECTION X] FOR CONSTRUCTION I FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC rKUJL.L.I SANFORD FL 32771 ADDRESS MEMBER TABLE ROOF PLAN MARK PART LENGTH P-1 10X25 13 33 —1 1/2 P-2 1OX25Z14 36'-3 1/2" P-3 1OX25Z13 33'-1 1/2" E-1 10E375D14 29'-11 1/2" E-2 10E375D14 29'-11 1/2- E:--3 10E375D14 29'-11 1/2" E-4 t0E375D14 29'-11 1/2q E-5 10E375D14 29'-11 1/2 CB -2 0.250CBL 35'-0" CB -3 0.250CBL 34'-8" CB -4 0.250CBL 35'-10" CB -5 I 0.250CBL 1 36'-2" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 aTTTu1ua1.... 1TT1e...... Q.•G E NSA . O =. 0.61323 STATE OF ; Q hFS,S............ * N Ni111.BR ORIGINAL SIGNATURE RI C NSTRUCTI N RDP 5 MEMEMEMEMEME ROOF SHEETING PLAN PANELS: 26 Go. POR — Golvolume m 11 4 Gutter with 4 downspouts) ' e00se O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6 0 0 0 co m Co to m to co m co O co m co m co m Eo co O m O m a O j — — — — — 6 — — — — — j — — — — — — — z I OPEN FOR MASONRY BY OTHERS I L------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- ----J GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. PBR — Light Stone VISIONS FINAL ERECTION EXJ FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN 2 DTR 20'-3" 3 DTR 8'-3" 4 DTR 10'-3" 5 RVEG 20'-3" TM50 6 RVEG 10'-3" TM50 7 RVCB 6" TM52 8 RVGE 6" 9 JCT 14'-0" 10 JTR 6'-3" TM31 11 JCT 12'-0" WALTER E. WOOD P.E. FLORIDA P.E.J 61323 500 VULCAN PARKWAY ADEL. GA 31620 4NO-.J 323 STATE OF 0RInP•'`` ORIGINAL SIGNATURE RI VULCAN STEEL STRUCTURES, INC I PBC CONSTRUCTION A I ID 125388—IRI I DESIGN, ZJM I DRAFT- RDP I CHECK, ZJM I PROJECT ISANFORD FL 32771 DATE, 5/10/18 1 SHEET 8 ADDRESS I M 3 2 30.-0- 30•-0' 30.-0. GIRT 2'-1 3/4;_ LAPS 2 -1 )/Y 1 11G-16 SIDEWALL FRAMING: FRAME LINE A I GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF 1G-14 SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM O PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. REVISI NS DRAWING STATUS VULCAN STEEL STRUCTURES, INC Li— REV. DESCRIPTION, DATE DTLR DATE CHKR APPD [ ]FINAL ERECTION X3 FOR CONSTRUCTION I — I I EC -1 RFI -1 nr.-. GIRT 2'-1 3/4;_ LAPS 2 -1 )/Y 2 -1 S• SIDEWALL FRAMING: FRAME LINE A GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. REVISI NS DRAWING STATUS VULCAN STEEL STRUCTURES, INC 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL REV. DESCRIPTION, DATE DTLR DATE CHKR APPD [ ]FINAL ERECTION PROJECT fimtUQt SIREET VAREHOUSE-BLI ELEVATION. THESE ARE REOUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES X3 FOR CONSTRUCTION ID 25388-1RI IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT 3 FOR APPROVAL PROJECTINCLUDEDFORTHEFULLLENGTHOFTHEWALL. NON—UNIFORM GIRT SPACING OR RESULTING OTHER, EXPLAIN SANFORD FL 32771 APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ADDRESS t—L IULJ/JU 14 L7 —11 ISL E-4 10E375D14 29'-11 1/2- E-5 10E375014 29'-11 1/2 G-10 8X25C 14 29'-11 1/2 G-11 ' 8X25Z16 34'-3 1" G-14 8X25C15 29'-11 1 2" G-15 8X25Z14 32'-1 1 2" G-16 8X25Z14 32'-1 1/2" ra_ 1 A 'k 1 9rRi vkl_ 1 n.. WALTER E. WOOD P.E. FLORIDA P.E./ 61323 500 VULCAN PARKWAY ADEL. GA 31620 No. 61323 STATE OF ORIOP•'•, ORIGINAL SIGNATURE REQUIRED T T Q T Gutter with 4 downspouts) 00 s 0. OPEN FOR MASONRY BY OTHERS L---------------------------------------- SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR — Light Stone GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL LEVATION. THESE ARE REOUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. DE I 3 FINAL ERECTION X) FOR CONSTRUCTION E 3 FOR APPROVAL 3 OTHER, EXPLAIN TRIM TABLE FRAME LINE A OID PART LENGTH DETAIL 1 CTR 8,- TM29 2 DTR 20'-3" 3 DTR 10'-3" 4 RVEG 20'-3" TM5O 5 RVEG 10'-3" TM5O 6 RVCB 6" TM52 7 RVGE 6" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 R E , G E NSF lo. 61323 i A STATE OF ORIGINAL SIGNATURE REQUIRED VULCAN STEEL STRUCTURES, INC I FBL C NSTRUC I I N PROJECT I GORDON STREET VARDIOUSE-BLDG A I SIDEVALL SANFORD FL 32771 DRAFT RDP CHECK SHEET I GIRT ,-, siy r-, siy LAPS , -, sp• , -, s 4' GENERAL NOTES: IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS EEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER-PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 1 VISION C ] FINAL ERECTION IX] FOR CONSTRUCTIDN FOR APPROVAL E ) OTHER, EXPLAIN ER -1 /ER -1- 8 A325T 5/8" 2 1 /4" Int Column Rof 4 A325T 1/2" 1 1/2" FLANGE BRACE TABLE FRAME // JJLINE 1 V ID S19ES I MARK LENGTH OFFSET 1 11 IFB38.5 3'-2 1/2" 12' -8 - 1-0 VULCAN STEEL STRUCTURES, INC PROJECT GORMN STREET VAREOZE-111.1 1D 25388-1R1 PROJECT SANFORD FL 32771 ADDRESS EC -2 W8X10 16'-2 3/16" EC -3 WBX10 16'-2 3[16" ER -1 W8X10 28'-9 15/16" G-1 8X25C 18 19'-3 1 2" G-2 8X25Z16 21'-1 1/2"" G-3 * 8X25C16 19'-11 1 2 G-4 8X25Z16 22'-3 1 2" r._s AVIR71A 91'_1 1 /9" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 01W 2pOF• No. 61323 o :• STATE OFAlr' 0RI0P•'Q 7WoIGINI AAL SIGNATURE REOUIRED PBC CONSTRUCTION ENDWALL FRAMING DESIGN- ZJM I DRAFT, RDP I CHECK - DATE, 5/10/18 1 SHEET 11 1 4 IA( N 0, I OPEN FOR MASONRY BY OTHERS L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. PBR — Light Stone GENERAL NOTES: LIF CABLE BRACING FOR END WALL IS NOT SHOWN ON- ERECTION DRAWINGS IT HAS BBE N DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL I OTHER, EXPLAIN VULCAN STEEL 3 RVRT 20'-3" TM11 2 DTR 20'-3" 4 RVRT 10'=5" TM11 INC WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 E• gyp''', Q ' \G E NS c'••. O No. 61323 STATE OF S'NNA: - ORIGINAL SIGNATURE REQUIRED CONSTRUCTION PROJECT fORn STREET VARENW-11.06 A I ENDWALL FRAMING ID 25388-1R1 DESIGN:ZJM I DRAFT, RDP CHECK: PROJECT SANFORD FL 32771 DATE: 5/10/18 1 SHEET 12 ADDRESS n ER -1 /ER -1' 8 A325T 5%8" 2 1 %4 Int Column Rof 4 A325T 1/2" 1 1 FLANGE BRACE TABLE FRAME LINE 4 V ID I S19ES I MARK LENGTH OFFSET 1 11 1 FB38.5 3'-2 1/2" 2'-8" 1"th, 12 GIRT LAPS GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS E N DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. R.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 4 REVISIONS J FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL PROJECT I GOtDG SANFORD FL 32771 CL.- 1VVoA EC -2 I V W8X10 I J -J )/10 16'-2 3/16 - EC -3 W8X10 16'-2 3/16" ER -1 W8X10 28'-9 15 16" G-1 8X25C16 19'-3 1 2" G-2 8X25Z16 21'-1 1/2" G-3 8X25C16 19'-11 1 2" G-4 8X25Z16 22'-3 1 2" r a RY9R71A 91'-1 1 /9" CONNECTION PLATES FRAME LINE 4 OLD MARK PART 1 CG2 WALTER E. WOOD P.E. FLORIDA P.E.® 61323 500 VULCAN PARKWAY ADEL. GA 31620 aauu+un+Inlnu»,,' E. qy . cErii •••., O c, 61323 _ e ; STATE OF S D 1V 11 1 NIP" 1 7 ORIGINAL SIGNATURE REQUIRED INC PBC CONSTRUCTION BLDG A I ENDVALL FRAMING I Is a 4 O 2 DTR20'-3" 3 RVRT 20'-3" TM11 4 RVRT1 10'-5" TM11 5 RVPB 1'-4" TM39 1 12 L-------------------- GENERAL NOTES: IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS E N DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER-PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. N2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. OPEN FOR MASONRY BY OTHERS ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. PBR - Light Stone WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 pIke, V G E NSF•'' :gyp 0.61323 STAT EOF 1 ORIGINAL SIGNATURE REQUIRED IUNN 1JKs+M1rvU JIRIUJ VULCAN STEEL STRUCTURES, INC PBC CONSTR DESCRIPTION- DATE DTLR DATE CHKR APPD 1 ] FINAL ERECTION PROJECT GORDW STREET VAREHOUSE-BLOG A ENDVALL FRAMING 1X] FOR CONSTRUCTION 1D I 25388-1R1 DESIGN, ZJM I DRF E I FOR APPROVAL PROJECT DATE, 5/10/18 E I OTHER, EXPLAIN ADDRESS SANfDRD FL 32771