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2604 W Airport Blvd Addition
IyD c'-L 0* Revision. Response to. Comments: MAY 0 Z 2018 City of Sanford Building & Fire Prevention Division Ph:.407.688.5150 Fax:,-407.688.5152. Einail:-building@sanfbrdfl.gov Permit # 11- 2 f Submittal Date Projcct.Addr-ess: 140LA W. n111. wj ID• Contact: OVA Ph: 1A'11A-54 Fax: Email: l 0r/ I? bAool - . 6 Y11 Trades encompassed in revision: d Building. C1/Plumbing Electrical M Meclha1-1ical Life Safety LJ Waste Water G,,en'erral description of revision:. D 11 ROUTING INFORMATION. Department Approvals. Utilities Waste Water Planning E-.gmeeting Fire Prevention 2Y - O'Building rim le N 11 Coestl"ae cx` y. jA0 re m'` 0 P l cngin cring satuT aNs May 24, 2018 ROBB & TAYL.OR Ensineerim Solutions, Inc. City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 Attention: Joy Deen, Plans Examiner Re: 17-2757 (Warehouse B) PERMIT # Concerning the Code for the project, the Reference should read: Florida Building Code, 2017 Florida Existing Building, 2017 Florida Mechanical Code, 2017 Florida Pluming Code, 2017 Florida Energy Conservation Code, 2017 National Electric Code, NFPA 70, 2014 Florida Accessibility Code, 2017 Florida Fire Prevention Code, 2017 NFPA 101, Life Safety Code, 2015 NFPA 1, Fire Code, 2015 nicer Robb Wler- Sol Robert F. Robb, P.E. President PE# 55645 on, ERT R No.55645 •: o STATE OF e to RID.. • ' c,. 0NA1. * OFFICE 4685 Hidden Lakes PI • Melbourne, Florida 32934 . Office: (321) 302-2313 r-teng'uieering@cfl.rr.com Revision. Response to_Commerits: 0 AY ,2613 Permit # s' 11191 Project Address: 1404 VV • ALI? pap Contact: Ph: 711.' ISO J544S Email: Trades encompassed in revision: LT Building. I/ Plumbing Lf Electrical Mechanical Life .Safety L J V.astie'V.ater Department Submittal Date T.wD. " City of, Sanford . Building & Fire Prevention Division Ph::407.688.5150 Fax:-407.:688.5152:: Email: - building@sanfbrdfl.gov- S, Fax: 3ZL- IZ7-05bl General description, of revision:. Ov TWICE * q b Q,- tl N l o D ROUTING INFORMATION.'... Approvals. Utilities Z/-waste Water L`S Planninge5 7!nA B : FI1b npenng -r Fire Prevention 0 Building Revision. . Response ba CofhMehts: O Permit # 2 Project Address: W• f7600W Contact: Vewe kf 04M Uft City of Sanford. Building &. Fire Prevention Division Ph::407.688.5150, Fax:, 407;.688.5152:: Email: • building@sanfordfl.gov Submittal Date 9, IUD. Pb: `Zi' 119_54(f j Fax: 3Zk' TZ7-00q Email: ;(Ak 4? t 104- . tool Trades encompassed in revision: d Building LLl Plumbing General. description. of revision:. Clv TWICE I TTS-C-'[ tl f —N LK Electrical 11 M Mechanical 6-Life Safety w.. L W. ,we'W.ater - S ROUTING INFORMATION. De artment Appro Is• Utilities Wastewater Planning Fire Prevention l!d Building r- JJ - Revision.9161 Response to: Commerits:'O Permit # 11- 2 t91 Project Address: 1eOLI W • lfl0DQA Contact: Will' tb4M_ Ph: M ' 11A4 _LfcKS Email: +AA06 4? wmoo- . (z n'l Trades encompassed in revision: W Building L/ Plumbing Electrical NJ Mechanical Life Safety R Waste' -Water Department Utilities C/Waste .Water Planning Fire Prevention 13 Building Submittal Date N LVp. i • -' City of Sanford. Building & Fire Prevention Division- Ph::.407.688.5150 Fam-407.488.5152- Frilail: - building@sanfbrdfl.ggr-- gi Fax: 3Zt- I Z7' 00 ` Ge neral. description. of revision:. DWILE I TO SC^( ROUTING INFORMATION.. Approvals. tl W 11 DATE: S/Z /1 -i BUSINESS/PROJECT NAME: Z 6o ADDRESS: • Q CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PERMIT NUMBER: PHONE: FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 7-Z757 PLAN REVIEW INFORMATION P(CONSTRUCTION [)C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 7.r•00 T1 fe Revision. Response tD, CoMinents'0 A I t fup 7 4 Permit # 1 s' 11,191 Project. Address: 1e0LI W • AlaINZA Contact: Vefwz- f 04M Ph: Email: (0,7, Trades encompassed in revision: d Building. Submittal Date 07• City of Sanford.. Building & Fire Prevention Division Ph::407.688.5150, Fax:-407..688.5152:- Effiail: - building@sanfbrdfl.gov Fax: SZk- '721- 00 l Ge neral. desnncrriipJJtion• of re 1vis' iow. DMCE i 1 Dt{ B Plumbing l N 03/ Electrical r 11 M Mechanical Life .Safety GPM GT o'1 /4A1. S w/ d wastie-ovat r 26o y w, Aigwf dh , ROUTING INFORMATION. Department Approvals. . Utilities Waste ;Water Planning FIIb neering Fire Prevention S L/I 0 Building CITY OF SANFORD picI BUILDING & FIRE PREVENTION SEP 19 2017 PERMIT APPLICATION SIA BYE Application No. 7- a U 4 Documented Construction Value: $ 4q Cw Job Add Parcel ID• Type of Work: New 9 Addition Alteration Repair J)em Description of Work: Plan Review Contact Person: 1E• L4- r171ry UULZ..=`--v Phone: 12ZA-1 ?A-qq(CS Fax: IV - ~iZ'I-$S1 Emai Historic District: Yes No Residential Commercial o Change of Use Move 1 Property Owner InformationTdc Name 14 _ Phone: Street: = % 11b 11 C42tu Resident of property? : City, State Zip: tig*4. , P. 3 ,"T7q—W3t?-- City, State Zip: ctor Information Phone: 7-A zq-544S Fax: 7-1-950 1 State License No.: «&- 0 Z <<D gineer Information Phone: 3zl- 76Z .- Street:4tVV'3 1D!'j 11W L.5 r . • Fax: City, St, Zip: Vgft"-E-4; FL M V E-maiI:0C%1nee1'iA4(4,CkI M.&M Bonding Company: A' (% Mortgage Lender: Address: — Doi Address: r. 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 Shalt be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised June 30, 2015 W Permit Application S 0 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. r 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 a icable laws regulating construction and zoning. 7 v4awz, V* Signature of Owner/ ant Date Signature of Contractor/Agent bate Ose Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D t-,&C6f02- Print Contractor/Agent's Name Signature of Notary -State of Florida TERRIE CARLSON 1 MY COMMISSION 0 FF167430 EXPIRES: Oe=W 13, 2018 a Contractor/Agent is Y Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building [Electrical [2-- Mechanical OPlumbing[3"' Gas[] Roof Construction Type: IT, V5 Occupancy Use: A i X (3- 5- I Flood Zone: 4t 300Total Sq Ft of Bldg: in. Occupancy Load: 0 # of Stories: oAm=_ ew Co structio Electric - # of Amps o2an Plumbing - # of Fixtures 9 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: /0- / -- Revised: June 30, 2015 Permit Application I' 7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 7,0; 6' Application No: 2 2A - 5 Documented Construction Value: $ 10, 2-30 .O0 Job Address: % l9QH W . OWI Qft bW, 32-211 Parcel ID• Historic District: Yes No [ Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move 1 Description of Work: Plan Review Contact Person: MnrV i n ooY-- Title:D•IS1-1' C't MG r Phone:321-191S-00S-7 Fax: 7'J87 -9 UVZ --7211 Email:M •GOOk- j?QSS4-1 • C-0m Property Owner Information Name 7n se Phone: Street: V-VI i \ GI y- • Resident of property? City, State Zip: L()nQ1A)QWJ FeF32TI 9 Contractor Information Name Wenn•Ie r Eiex-iy-irral Sol-hrin5 Phone: 49VV-Rl9S-721.1 Street:' 2i4Ot-I N HSNy 101- A #y Fax: 'dS F - `IL9S--I 27 7 City, State Zip: Mount Dora , EL 322S7 State License No.:-1500(99-1 1 Architect/ Engineer Information Name: - Ior i- street: LA (9 6 H •1I GG PX1 La • city, st, zip: IMC-Ibou rnrj, EL, 37-934 Bonding Company: N I A Address: Phone: 37-1- 3 0 2- - 2313 Fax: E- mail: i-iemone-eY i Ida Ci-1. Yr. c.om Mortgage Lender: N A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as ofthat date: 5"Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Rd P— Notary Pubtle State of Florida Naomi Aviles a My COtnmlaelon GO 131853 p M1 Expires 0OMM021 Owner/Agent is Personally Known to Me or Contracior/Agent is Personally Known to Me or Produced ID Type of ID Produced 1D L Type of ID D - l— BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 10' CITY OF SANFORD BUILDING & FIRE PREVENTION i S VP i ' 2011 PERMIT APPLICATIONq Application No: / - s n,,j J Documented Construction Value: $ 24q w 32-t WID rL Parcel ID: Type of Work: New Addition Alteration Repair J,em Description of Work: E Historic District: Yes No Residential Commercial [ Changeof 1Use Move Plan Review Contact Person: EA&VLr VU474- Title: W6WEhd' Phone: ? 7V_1WAVES Fax:?!u' Z gS Email: ObK•' . fh Property Owner Information r ; Name . >t Phone: Street: uZ I IAL v Resilient of property? : City, State Zip: W oi;4ontractor Information ,'Jn Nam A4_J C • Phone: wL-1 zq-SffS Street: IF15 II6r&g 1,1hv-6 W 'I Fax: City, State Zip: ,p ,P/4 17004 State License No.: 6611C 04--7- l l n Archite= T4C. Information 2 Name: t64etbA Z Phone: 3zl - sbZ -- M 3 Street:105ff hoof S rL . City, St, Zip: l ."e"K 4 FL3q Bonding Company: A Address: Fax: E- mail: Obvialrleet i ii (0-,c . ,rr. &M Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT ' WITH YOUR 'LENDER OR AN ATTORNEY -BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: SO Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will -be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all -of the foregoing information is accurate and that all work will be done in compliance with all a icable laws regulating construction and zoning. irk Signature of O%vner/Afent Date Signature of Contractor/Agent bate Us e . L 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 t"&saa- (fez Print Contractor/Agent's Name Signature of Notary -State of Florida TERRIE CARLSON A7 MY COMMISSION I FF167430 d EXPIRES: Deconl+c 13, 2016 xs' Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: cV 10112,111 UTILITIES: WASTE WATER: ENGINEERING: dVILI 10 2 I2 FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 DATE: November 16, 2017 BUILDING APPLICATION #: 17-10000860 BUILDING PERMIT NUMBER: 17-10000860 apoy UNIT ADDRESS: AIRPORT BLVD W 2599- 26.19-30-5AE-720B-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: YAMIN JOSEPH T ADDRESS: 222 NOB HILL CIR LONGWOOD FL 32779 LAND USE: WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WAREHOUSE "B" - NO OFFICE SPACE. REFERENCE 17-10000859 (2 OF 2 STMTS) FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD warehousing* 358.00 6.300 1000gsft 2,255.40 ROADS -COLLECTORS N/A Warehousing* 00 .000 1000gsft FIRE RESCUE N/A 00 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 40 STATEMENT ,/9l/L K SIGNATURE: RECEIVED BY:) PLEASE PRINT NAME DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO_APPEAL_THE_CALCULATION_OF ANY OF_THE _ABOVE MENTIONED IMPACT FEES DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION 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 TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. P CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION j': L Application No: Documented Construction Value: S 4q w bt, Parcel ID: Type of Work: New 9 Addition Alteration Repair J)em Description of Work: Historic District: Yes No [0 Residential Commercial V Change of Use Move II Plan Review Contact Person: U' M474- Title: WZ Mhd' Phone: ?71A-1W-;LKS Fax: Itl- TZ1-I& Email: ObK•' .Cann Property Owner Information r- D Name `+ >t Phone: *''ira Street: Nl Resident of property`! :Niv City, State Zip: U; ontractor Information Nam tNl C • Phone: !-A— zq-5c`t!S Street:'FtS Ikg&mIlJ'tyM7 2 Fax: fy., City, State Zip:1W.Q.i/4 7`D ii' State License No.: t 0`t"' l D Architec.Mnclineer Information 2Zl ZPhone: 3 Z. Street:%'L . Fax: City, St, Zip:Mfift"-K Zq 3 q E-mail: %renalvicer Ihi m,T . W. Bonding Company: A Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY "BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:Edition (2014) Florida Building Code Revised: June 30, 2015 —7Z—J2 /7 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 a icable laws regulating construction and zoning. 7 4QUU-1- V* I Signature of Owner/Afent Date Signature of Contractor/Agent bate O-S 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 e,&fwa- U6,1&Z- Print Contractor/Agent's Name Signature of Notary -State of Florida TERRIE CARLSON ft MY COMMISSION 6 FF167430 EXPIRES: D=nbc 13, 2018 Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gasa Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm -Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES DATE: PERMIT NUMBER: BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: PHONE: PLAN REVIEW INFORMATION PHONE: 407.688.5052 FAX: 407.688.5051 66ONSTRUCTION []C/O [) FIRE ALARM [) FIRE SPRINKLER [) HOOD [ )PAINT BOOTH []TANK ES 209 EDUCTI .iN-FI IMPACT F LY: fS-10-- TOTAL FEES: CITY OF SANFORDr1le, BUILDING & FIRE PREVENTION S-"KP 1 v L31'r' ;i PERMIT APPLICATION Application No: / I n, J Documented Construction Value: S 24q rw bP, A - - • - 0 - # - - 3Z-I--I I Parcel ID• Type of Work: New &f Addition Alteration Repair J)em Description of Work: Plan Review Contact Person: E"L lr VVVXr4_ Phone: W-1WAVES Fax:_tt--7ZQ-t Email: Historic District: Yes No b Residential Commercial [ Change of Use Move Property Owner Information Name : `+ >t Phone: Street: Resident of property`! City, State Zip: W , 32 ZQ'-C? ntractor Information City, State Zip: City, St, Zip: MQ&ll"-K CL. PM 3 q Bonding Company: A Address: Phone: 7l— Fax: 7- 6Z1'gsb 1 StateLicenseNo.: (fArt 0e4-71<<D rmation Phone: Fax: E-mail: rlffl lneet irla e Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 'BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shatt be inscribed with the date of apptication and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may tie 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 a icable laws regulating construction and zoning. Irk- Signature of Owner/tint Date Signature ofContractor/Agent bate U-S 4. 1 Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida y*/ TERRIE CARLSON 6 1 MY COMMISSION 0 FF167430 a dO EXPIRES: Deee+ntGc 13.2018 Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTEWATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORDn BUILDING & FIRE PREVENTION 5E P PERMIT APPLICATION Application No: Documented Construction Value: S 4q M 3Z111 Job Addres CO94- &41D. , Historic District: Yes No Parcel ID: Residential Commercial V Type of Work: New 9 Addition Alteration Repair emo Change of Use Move ElDescriptionofWork: a `r- 9 I c(uk'"a6ZE -T7 Plan Review Contact Person: Lr l' W4- Title: Phone:?Fax:?Email: G ObK•' . M r. Property Owner Information Name Phone: Street: V:L City, State Zip: Street: City, State Zip: City, St, Zip: Resident of property? : ontractor Information Phone: ? -A-Izg -5ffs Fax: -1774' 67-1-9sdl State License No.: (fkr4C 04--7- t l n Phone: 3zl - 56Z _ ZO Bonding Company: A Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Fennit 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 a icable laws regulating construction and zoning. Signature or Owner/lent Date Signature of Contractor/Agent bate Us 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 t-'&,,,a- (-Afaz_ Print Contractor/Agent's Name 025k_ Signature of Notary -State of Florida TERRIE CARLSON dO MY COMMISSION M FF167430EXPIRES: DmanW 13, 2018 Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical[] Plumbinga 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: Fire Alarm Permit: Yes No UTILITIES: P1I'f. WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Tom -Davis 'Construction; Inc. 515 ,DistnbutionOnve Melboume, FL 32904 32.1) 724-6445e 321:) 727-85091 Email: tdcibob0outlook.com State Cert.: CGC042110 October 12, 2017 City of Sanford Building Division P.O.-Box 1788 Sanford, FL 32771 Attention: Joy Deen, Plans Examiner Re: 17-2757 (Warehouse B) Concerning the comments dated October 3, 2017, please note the following: ARCHITECTURAL 1. •Concerning.this building, 'it is strictly for storage. Neuv-loilets are proposed for the project within 500 feet of the building, and not more than one story above orbelow the space. The Occupant load for both 6,300 sf buildings 126 which requires two (2) toilets and (2) lays. There are two (2) toilets and (2) lays proposed for Warehouse A. STRUCTURAL 1. Two, (2) copies of the metal building drawings were previously provided. 2. -See Architectural, Item 1. Note: I have provided Sheet A-1.1, revised with references,to.. the code. PLUMBING 1. See Sheet Al.1 with Revision 1 for code references and fixture count information. ELECTRICAL 1, 2, and 3: Electrical drawings were .Revised and corrected, reviewed with the Electrical reviewer.and submitted,on•October 11, 2017. Ve hope the•above_is-sufficient.for epproval•of the permit. Robert Glover V41&rVW4_ Tom Davis Construction, Inc. OW IF-- AGREEMENT BETWEEN OWNER AND DESIGN-BUIILDIER L- Da* of Agreenicak 2. Parties: 2a. Owner: Zb. Desk-B.u#d GDR1MCt9r: Septemba.18; 291.7 Joseph T. Yamin 222 Nob Hill Circle Longwood, Ft 32779-4437 la wis t Qaa nac. CGC042910 515 Distribution Dr. Melbourne, FL 32904 321) 724-5445 phone 321) 727-9509 fax tdcibob(d!outlook.com 3. Project: Warehouses for Joe Yamin 2598 W. Airport Blvd. Sanford, FL 32771 4. Scope Of Work: Design -build two (2) 70' wide x 90' long, clear span, Single Slope pre-engineered steel -buildings iWith4ow side eave he"ghvet 11'. -%A& s to be -open V bi'gh for masenry. goof to be 26.bage g-AiWume?ZR- -screw tlovmxoof -hee'ts.' Walls t6 be -16 gage steel sheets, sfian&rd -color.. Eaoh%.i&4*Z W0-lave itwo:(2),14' wide x 14' b,gh, charm apeaated,.ro l-qp .doors. Warehouse A will have offices and toilets. Warehouse B is just storage. Roof and sheeted walls to be insulated with 3" vinyl faced insulation. Sitework to include: Site improvements in accordance with the Civil Plans by Robb & Taylor Engineering Sohrtions 5. Contract Sump. The above to be co 1tt'ed'fw the som cf, Five HandindVinety Five ' hausmd'aa& 00/100 dollars ($595,000.00), as follows: *w" h 330 Q-6o' ap 6. Documents: 044*110 1 ' Veq, "_ a. Warehouse A: Architectural Plans entitled "Warehouse A for Joe Yamin" identified as ipr6jeot ber 17-486, Eile 4142a,---GvverAvW.10 AuZast, 204 7 (Attachment A), b. `Warehouso; . Ai-chite9turalRbus entitled '"Warehouselg'for Joe Yamie idez fled as eot 'ber: '7-4 b; 1e:9'l l b,. o+er tea 12 August, 2017- (Afitadh new B; c. Civil Plans entitled "Yamin Warehouses" Identified as Project Number 17-010 (Attachment C) 7. Contract Time: Project will be completed within 120 calendar days following receipt of the necessary permits: Pay. menu: a. Progress Payments: Owner shall make payments to the Contractor, monthly, as follows: Contractor to present requests for payment to the Owner for payment 10 days thereafter. FM b. Final payment to be made by Owner to the Contractor within 15 days after receipt of final billing. c. Special iealaaests-fua Mi esti vain bar suba dfied fbu L)MetaMuff. dfng Deep. it (due at the time the MMing.Es erdtired),.arad-2)sR bnee *r the 11ttT"etal'%ilrmgx (due- at the time of delivery). 9. Conditions: a. Allowances: The following allowance is included in the Contract Sum: ermits $3;000:00 b. '- Eaulusions 1. Any mMid4hal -irgiimments.by the Governing Ant%rWes, loot addressed Here; 2. Anything not specifically shown or mentioned in this agreement; 3. Impact fees; or 4. Site Engineering Fees. 10. Changes: The Scope of Work can be modified by either the Owner or the Contractor by a Change Order to this agreement. 11. Disputes: If the paitics caMVt resVFVe any. ditpeft ffiA na-%M,arise Gftingg- tae cowse of.ionstrwtien, then the matter will be resolved by Arbitration. 12. Insurance: a. Mm Centnactor vuill be .resP=sib1e.*©:WevWe to 1he jOwnar, oVies ofctwamit-Cealificates of _ General Liability and Workers Compensation Insurance coverage. a.. 3 lae O r w311 be sp©nsiblerCca r n e a tld '. AID, RidkTdEcy W pwleelt the completed work from natural disaster or fire. Owner: Contractor: Sign-atnre Signature Ja 1h. T. yagni TomK. Davis. Date: C? /,,? / -7 Date: Revision.. Response, to Comments, Permit # ltr 2ol Sol Project Address: ZootA W. IV 1\City. of Sanford. Fire- Prevention Division TONPuiltling. Pf,_ •40 7,'.688, 5.150 Fam:.407,:688:5152 r Email: building@,sanfardfl.gou: Submittal Date to Loa 120 1 V I> • .510: 1ZA4 . R 3z-t 1 Contact: T&Wc —z+— m6 qw, 1 Ph: W - 4 - qtk 7 Tax: Email: 0 G16.6 o L. Mnno Trades encompassed in revision: General -description of revision: Building C&X) afra . PjL.'., s Plumbing Ulu Electrical 0 • Mechanical Life Safety Waste Water Department Utilities 13 waste water Planning Engineering Fire Prevention ding /d- /% ROUTING INFORMATION Approvals Permit No.: Tax Folio/Parcel Identification No. 26-19-30.5AE-7208-OO1D Prepared By and Return To: JOHN A. TAYLOR, ESQ. Fassett, Anthony & Taylor, PA. 1325 W. Colonial Drive Orlando, Florida 32804 6096-4481(kc) NOTICE OF COMMENCEMENT GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9010 P9s 634-635 (2P9s) CLERK'S : 2017106121 RECORDED 10/19/2017 03:32:38 PM RECORDING FEES $18.50 RECORDED BY hdevore STATE OF FLORIDA COUNTY OF SEMINOLE The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Description of property (legal description of the property and street address If available): SEE EXHIBIT'A' ATTACHED HERETO (e/k/a 2598 W. Airport Blvd., Sanford, F132771 2. General description of improvement: WAREHOUSES 3. Owner Information or lessee information if the lessee contracted for the improvement: Name: JOSEPH T. YAMIN, a/k/a JOSEPH THOMAS YAMIN Address: 2600 W. AlryortrBkd., Sanford, FL 32771 Interest In properly: FEE a P Name and address of fee sit 04holder if different from Owner listed above): Name +40 Address 4. Contractor. TOM DAVIS CONSTRU 1© Telephone Number: 321-724-5445 Address: 515 Distribution Drive, Melbrrne FL 32904 S. Surety: (if applicable, a copy of the payment boniqattached): Name .01111 Telephone Number Address Amount of Bond S 6. Lender: Name, REGIONS BANK, Attn: Business Banking Dep ,,.. Telephone Number. 407-246-9900 Address: 121 N. Orange Avenue, Suite 1585, 0 ndo, FLTVOl 7. Persons within the Sate of Florida designated by Owner upon whom noT&s or other documents maybe served as provided by Section 723.13(1)(a)7., Florida Statutes. %.- Name: REGIONS BANK, Attn: Business Banking Dept. lephone Number: 407-246-8900 Address 211 N. Orange Avenue, Suite 1585, Orlando, FL 32801 B. In addition to himself or herself, Owner designates of to receive a copy of the Deno ottc .as provided in Section 713.13(1)(b), Florida Statutes. Name: Telephone ymger• Address: 9. Expiation date of notice of commencement (the expiration date may not be beforepletion of construction and final payment to the contractor, but will be one (1) year from the date of recording unless a different date Is s ied]jj WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF NCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR G ICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. JOSEPH THOMAS Y IN T. YAMIN, a/k/a JOSEPH THOMAS Signature of Notary Public) (Print, Type, or Stamp Commissioned Name of Notary Public) Personally Known _ OR Produced Identification _t ,t Notary p„plki gtata of 1lorida Type of Identification Produced: drivels license `f Deborah M Henderson iAy Commissbn FF 207208 j Expires 030812019 Book9010/ Page634 CFN#2017106121 Page 1 of 2 Ri ht-Suite® Universal 2017 Short Fonn Job: Y>a Wn Banding wrightsoft° 9 Date: Jun 13, 2017 Addition W. Josh Pubnan WebREPS, LLC s ; F Peen: 2598 westarpod Nvd 1892 commerce Aienue. Vero Beath, Fl. 329W Phone: 800-810.3280 Fax 888.971-2999 Email: sales@webrepshvacaom V1t:b: www.webrepsOwlesale.00m Limnse: CAC054709 For. Dean Staley, Air Dynamics Pn< 7- 0one: 321-288-2774 PERMIT # '7r Htg Clg Htg CAg Outside db OF) 43 91 Inside db OF) 70 75 Outside RH N 57 Inside RH N 50 Outside wb OF) 78 Inside wb OF) 63 Daily range OF) 17 Design TD OF) 27 16 Moisture dill. gdlb) 60 Heating Equipment Cooling Equipment Make Tempstar Make Tempstar Model N4H442GKG10 Model N4H442GKG10 Type SpIitASHP Type SpIitASHP Efficiency 8.2 HSPF COP / EER / SEER 14.0 Heating Input Sensible Cooling 28.0 MBtuh Heating Output 41.0 MBtuh @ 470F Latent Cooling 12.0 MBtuh Humidifier 8.6 gpd Total Cooling 40.0 MBtuh LeavingAirTemp 98.0 OF LeavingAir Temp 55.0 OF Actual Heating Fan 1333 dm Actual Cooling Fan 1333 dm Equipment Location Addition System Type PEAKCV Fan Motor Heat Type PACKAGE Fan 8m Motor Combined Efficiency 0 Static PressureAcross Fan 0 in H2O NAME Area W Heat LOSS Sensible Gain Latent Gain Htg ctm Clg dm Time Office 4 184 3494 4932 1570 267 249 Jul 1700 LDT Mens Rm 56 1745 800 545 155 43 Jul 1700 LDT Wbmens Rm 72 1871 898 584 167 48 Jul 1700 LDT Office 3 176 1869 4687 1081 121 238 Jul 1700 LDT Reception 192 4361 5384 3210 265 259 Jul 1700 LDT Office 2 176 1869 4687 1081 121 238 Jul 1700 LDT Office 1 184 3210 5129 1520 237 261, Jul 1700 LDT Addition 1040 18419 26517 9592 1333 1333 Jul. 00 LDT 2017dWg-2510:2439 wrightsoft' Fb9hl-SubVUnlversal201717.0n RSU18988 Page l t1VmGt Dffw*B12598 V*d Airport Blvd 621up Cale = FTTS Font Door races: N INSPECTION SEQUENCE BP# 17-2757 ADDRESS: 2604 W. airport Blvd. BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL 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 1 Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 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 REVISED: June 2014 Florida Building Code Online Page 1 of 6 PERMIT # 1 7 - 7 s" 7 RegulationBusiness & Professional 15 M= BCIS Home log In User Registration Hot Topics submit Su'derge Stats S Facts Pubilcations FBC Staff BCIS Site Map Unls Search db• SI Product Approval U.- USER: Pubac User Pmdua Aoomval Meru > A 01caition UebU OFFICE FL # FL.5678-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterrield@clopay.com Scott Hamilton shamilton@dopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Usting Intertek Testing Services NA, Inc. Gary Pfuehler Validation Checklist - Hardcopy Received Standard ANSI/DASMA 108 ASTM E330 Year 2002 2002 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my prpduct(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity • Yes No ' N/A Product Approval Method Date Submitted Method 1 Option A 02/26/2015 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 2 of 6 Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 0 FL # Model, Number or Name 5678.1 01 W4-09 C-DSIE-1F173: 3201, 3203, 250, 25OG Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 02/26/2015- 03/07/2015 0 0 Pagel/20 0 Description Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, up to 9'0" wide Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of inspection.pdf FL5678 R3 C CAC W4 C Listing lntertek.Ddf Quality Assurance Contract Expiration (Date 05/21/2028 Ins- leatfon Instt uctions F 5678 R3 11 101758-RevO9.odf Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.2 02 W4-16 C-DSIE-IF173: 3201, 3203, 250, 250G Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, 9'2" to 16'0' wide Limits of Use CertiTication Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/22/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 101760-RevD7.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.3 03 W4-09 C-PAN-2F141: 692, 652V Steel Pan (min. 24 ga.) WINDCODE® W4 Sectional Door, up to 9'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing Intertek.odf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 101762-RevO9.pdF windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.4 04 W4-16 C-PAN-2F141: 692, 652V Steel Pan (min. 24 ga.) WINDCODE® W4 Sectional Door, 9'2" to 16'0' wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with oroof of contract and proof of Inspection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Ustino Intertek.pdf Design Pressure: +24 PS17/-24.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 Il 101781-RevOS.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.5 05 W4-12 C-DSIE-1F447: 3200, 3220, 240, 24OG Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, up to 10'2" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Inspectlon.Ddf Impact Resistant: N/A FL5678 R3 C CAC W4 C Ustina Intertek pdr http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 3 of 6 Design Pressure: +25 PSF/-28 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 5678.6 06 W4-20 C-DSIE-1F447. 3200, 3220, 240, Z40G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-28 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 5678.7 07 W4-24 C-DSIE-1F447: 3200, 3220, 240, 240G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Quality Assurance contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 II 101687-Rev09.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated (exterior skin 24 ga. min.; Interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, 30'4' to 202' wide Certification Agency certificate FL5678 R3 C CAC Letter with proof of contract and proof of inspection pdf FL5678 R3 C CAC W4 r List)no Intertekndf Quality Assurance contract Expiration Date 05/ 21/2028 Installation Instructions FL5678 R3 11 101682-Rev08.001 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double - skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, 20'4" to 242' wide Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of inspection.odf FL5678 R3 C CAC can r Listing Intertek_ndf Quality Assurance contract Expiration Date 05/ 21/2028 Installation Instructions FL5678 11311 103334-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678. 8 08 W4-10 C-DSIU-1D477: 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22 Double - skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, up to 102' wide Limits of Use Certification Agency Certificate FL5678 R3 C CAC Letter with proof of rnntrart and p Opf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes of inspection.pdf FL5678 R3 C CAC W4 C Listing Intertek.Ddf ImpactResistant: N/A Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES FL5678 R3 II 104040-Rev02,pdf Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678. 9 09 W4-12 C-PAN-lE458: 525, 525V, 5255, 524, 524V, 5245, 520, 5205, 225, 2255, 224, 2245, CSEST, CSST, CSESV, CSSV, CSESS, CSSS, C4ST C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Ribbed Steel (min. 25 ga.) WINDCODE® W4 Sectional Door, up to 12'2' wide Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of inspectionMi f FL5678 R3 C CAC W4 C ULgn-% lnterGzkAd( Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL5678 R3 II 101856-Revll udf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678. 10 10 W4-16 C-PAN-1E448. 524, Ribbed Steel (min. 24 ga.) WINDCODE® W4 Sectional Door, 524V, 524S, 520, 5205, 224, 224S, 12'4' to 162' wide C4ST C4SV, C4SS, COST, COSS http:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 4 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL567878 R3 C CAC , otter with ^roof of contract and proof of inspectlon.odf FL5678 R3 C CA G W4 C Listino lntertekD_df Quality Assurance contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 11 '01°Q6-P.e"17 ruff Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party' Evaluation Reports Created by Independent Third Party: 5678.11 11 W4-20 C-PA 2241' ibbed Steel (min. 24 ga.) WINDCODE® W4 Sectional Door, 524V, 5245, 5264" to 20'2" wide C4ST C4SV, C4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of insoectio LRdf FL5678 R3 C CAC W4 C Listing fntertek.pdf Quality Assurance Contract Expiration Data 05/21/2028 Installation Instructions Ff 5678 R3 11 102126-R v .pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.12 112 W4-24 C-PAN-IE448: 524, 524V, 524S, 520, 5205, 224, 2245, COST C4SV, C4SS, COST, COSS Ribbed Steel (min. 24 ga.) WINDCODE® W4 Sectional Door, 20'4" to 242" wide Limits of Use Certification Agency Certificate FL5678 R3 C CAC letter with Drr.pf pf rontracr and proofApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes of M2Wi L29 f Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF FL5678 R3 C CAC W4 G Lfstino Intertek.odf Quality Assurance Contract Expiration Data Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but 05/21/2028 Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES FL5678 R3 11 103333-Rev03.Ddf Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.23 113 W4-24 C-AL-1F499: 902, 903, CZAL, C3AL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC), 5678.14 14 W5-16 C-DSIE-IF447: 3200, 3220, 240, 240G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +30 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Service Station WINDCODE® W4 Sectional Door, up to 242" wide Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of inspection.pdf Ff 5678 R3 C CAC W4 C Listina Intertek.Ddf Quality Assurance Contract Expiration Data 05/21/2028 Installation Instructions FL5678 R3 II 103332-Rev03.odF Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W5 Sectional Door, up to 162" wide Certification Agency Certificate FL5678 R3 C CAC Letter with oroof of contract and proof o(inspection.pdf FL5678 R3 C CAC W5 C Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/22/2028 Installation Instructions FL5678 R3 11 20MQ-Rev13.odt Verified By. Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.15 15 W5-22 C-DSIE-IF447: 3200, Double -skin Insulated (exterior skin 24 ga. min.; interior 3220, 240, 240G skin 27 ga. min.) WINDCODE® W5 Sectional Door, 16'4" to 222" wide http://www.floridabuilding-org/pr/pr app_dtl.aspx?param—wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-30 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of inspection.pdf FL5678 R3 C CAC WS C Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/22/2028 Installation Instructions FL5678 R3 11 103320-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.16 16 W5-14 C-DSIU-1D477: 3717, C7X17, 3718, C7X18, 3720, C7X20, 1240U,3722,COX22 Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE® W5 Sectional Door, up to 14'2" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC WS C Ustino lntertek.odf Design Pressure: +30 PSF/-34 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/22/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 li 104044-Rev02.Ddf windbome debris regions. The product without glazing DOES Verified By. Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC), Evaluation Reports Created by independent Third Party: 5678.17 17 W5-08 C-PAN-1E448: 524, 524V, 5245, 520, 5205, 224, 2245, C4ST C4SV, C4SS, COST, COSS Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, up to 8'2' wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of Contract and proof of Inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W5 C Ustina Intertek.Ddf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Dabs Other: The OPTIONAL glazing available for this product 05/22/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 11 10I874-Rev]2.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.18 18 W5-10 C-PAN-IE448: 524, 524V, 5245, 520, 5205, 224, 224S, C4ST C4SV, C4SS, COST, COSS Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, 8'4' to 102" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W5 C Listing Intertek odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 it 101875-Rev] l.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.19 19 W5-12 C-PAN-IE448: 524, 524V, 524S, 520, 5205, 224, 224S, C45T C4SV, C4SS, COST, COSS Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, 10'4" to 122" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W5 C Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 11 101869-Rev] ].odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 2609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.20 20 W5-16 C-PAN-IE448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W5 Sectional Door, 524V, 524S, 520, 5205, 224, 224S, 12'4" to 162" wide C4ST C4SV, C4SS, COST, COSS http://www.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/14/2017 Florida Building Code Online Page 6 of 6 units of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +32 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Go to Page Q Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof of Inspectlon.Ddf FL5678 R3 C CAC W5 C Listing lntertek.pdf Quality Assurance CoMvact Expiration Date 05/21/2028 Installation Instructions FL5678 R3 11 101885-Rev14.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: BeCt Next O O Pagel/20 0 Contact US :: 2601 Blair hone Read. Tallahassee Fl. 32399 Phone: 850.487-1824 The State of Florida is an WEED employer. copyright ZOD7.2013 State of Florida.:: Privacy statement :: Accessibility statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e•mall address released In response to a pubilc•records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact $50.487.1395. 'Pursuant to Section 5(Statutes, effective October 2012, licensees licensed sare pub an oail b theaeone The emalls Pmvded mayy be used fooRdalcommunicatiowith the licensee. However email addresses arellcrecord. If you dnot wish to supply a personal address, please provide the Department with an email add s address swhich canbe cock made available to the public. To determine If you are a licensee under Chapter Product Approval Accepts: Credii Card Safe http:// www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgsTDgv2o9Yg3 ... 7/ 14/2017 4 I 3 . 2 1 1 DOUBLE TRACK LOW MAX 12'-2" WIDE X 18'-0" HIGH 5 HEADROOM, HI-UFT TRACK, FOLLOW -THE -ROOF TRACK, MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) AND VERTICAL LIFT TRACK MODELS 524, 520/ 224/ C4ST, COST ARE AVAILABLE OPTIONS. 3" TRACK ALSO AVAILABLE. INSULATED MODELS 524S, 520S, 524V/ 224S/ C4SS, COSS, C4SV HORIZONTAL TRACK END HANGER BRACKET (SUPPLIED BY DOOR INSTALLER) CLOSES ROLLER CHANNEL. D Q INTERMEDIATE HANGER REQUIRED FOR DOORS IFHORIZONTALTRACKDEFLECTIONEXCEEDS 7CASTALUMINUM1/240TH OF THE DOOR HEIGHT CABLE DRUM —\ .,. C LJ I GALV STEEL HORIZONTAL TRACK MIN. 14GA. GALVANIZED STEEL TRACK SECTIONS VERTICAL - .060 MIN VERTICAL TRACK CAN BE EITHER BRACKET MOUNT, OPENING CONTINUOUS ANGLE OR HEIGHT REVERSE ANGLE TRACK. ALL TRACK BRACKETS AND TRACK CUPS ARE 12 GA. 24• TYPICAL GALV. STEEL. BRACKETS AND CTR-CTR CUPS ARE ATTACHED TO TRACK WITH EITHER TWO 1 /4" RIVETS OR ONE 1/4" BOLT. 1- 3 1/2 SIDE ELEVATION STANDARD -LIFT TRACK DETAILS 18 GA MIN. GALV. 18 GA MIN. GALV. CENTER STILE D STILE FASTENED TO OIN WITH TMOG-! L-?1LOC FASTENEDTODOORSYSTEM. SKIN WITH TOG-L-LOC SYSTEM. 14 GA. GALV. CENTER HINGE FASTENED WITH SECTION 2-2 4) 8144/6" SHEET METAL SCREWS. Ate: F'QtST FSF ANCHOR STARTING AT NO MORE THAN I" OF THE WIOMW ON- CQAER OHSTANCE 'F ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR GPONe THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7- 10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR WAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/ OASMA 108. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 135 140 145 155, 170 SPEED (MPH) EXPOSURE B, C, D B, C, D B, C B, C B CATEGORY MEAN ROOF HEIGHT 25' 15, 25, 15' 30' DOOR HEIGHT A' NUMBER OF SECTIONS UP TO 8'-0' 4 8'- 3' THRU 10'-0' 5 10'- 3' THRU 12'-0' 6 12'- 3' THRU 14'-0' 7 14'- 3' THRU 16'-0' 8 16'- 3' THRU 18'-0' 9 WOOD JAMB ON JAMBONCONCRETE CONCRETE JAMBS d 2, 000 PSI MIN 2.000 PSI MIN CONCRETE CONCRETE 3/ 8" DIA x 1-1/2" MIN. EMBED SLEEVE 1/4"xl-1/2' MIN. ANCHOR. WASHER INCL'0. EMBED SELF -TAPPING 22' MAX O.C.CONCRETE ANCHOR. TO SECURE 2x6 JAMB 1' WASHER REO+D. TO CONCRETE 19" MAX O.C. C', 9NK IF NEEDED. 3 TO SECURE ANGLE MIN. EDGE GIST. TO CONCRETE 3" MIN. EDGE DIST. BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 /2 OR BETTER YELLOW PINE JAMB WITH REVERSE OR CONTINUOUS ONE 5/16"xt-5/8" LG. ANGLE MOUNT TRACK LAG SCREW PER BRACKET FASTENED DIRECTLY OR TRACK CUP LOCATION. TO CONCRETE 014 x 5/5' SHEET METAL /14 x 5/6• SNEEr METAL SCREWS OTY (4) ALONG)114' QTY ( 4) ALONC CEMER OF EACH HINGEOF ETCH HINGE 14 GAUGE14 GAUGE END HINGES p SELF rAFv1Nc SOREIITS. OTY. (4) ALONG CONKERS OF EACH HINGE 3/ 16• MIN. FMILLEDEW- sTEEIJAMBCONCRETE BUT NOT REQUIRED. 1/ 8"x1' LONG E1lI. ET WELD (E6OXX ELECTRODE MIN.). WELD TO BE LOCATED VERTICALLY ON ANGLE AT 24' 12 GA GALV REVERSE CENSERO1TACKORCONTINUOUSANGLESAMESPACING. ANGLE WELD TOEEOFGLEATMOUNT TRACK FASTENED N DIRECTLYTO STEEL JAMS Nam SELF - TAPPING SCREWS 3/16" MIN. STEEL JAMB MAY BE BACK -FILLED 1/4"x3/4" WITH CONCRETE, BUT SELF TAPPING NOT REQUIRED FOR SCREW. SELF TAPPING SCREW. 24" MAX O.C. TO SECURE ANGLE TO STEEL JAMB. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. o/ 11'/' ov, REVISIONS REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION 05 B2/ D3 12/2002 REVISED WINDOW TYPE, MODEL AVAILABILITY & CLOPAY TITLE BLOCK 06 C2 02/2003 REVISED FULL VISION REINFORCEMENT & ATTACHMENT 07 D4 1 10/2003 UPDATED JAMB ATTACHMENT INFO 08 05/ 2005 UPDATED CODE REF., SPECIFIED OPTIONAL ACRYLIC. 09 10/ 2005 ADDED ROLLER OPTION 10 11/ 2008 UPDATED JAMB ATTACHMENT; ADDED MPC. 11 02/ 2012 UPDATED WINDCODE CHART SECTIONS ARE 1-7/8' THK PANELS ROLL FORMED OF . 022' MIN. HOT DIPPED GALVANIZING, ROLL FORMED STEEL. THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEETS THE WINO LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES tO MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDSORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC1 0 OPTIONAL ALUMINUM FULL VISION /6\ WINDOW LITE SECTIONS AVAILABLE - 1/8. OSB, 1/8" ACRYLIC, OR 1/4" WIRE) FULL VISION SECTIONS TO HAVE 2" X 2" X 1/8' L-ANGLE HORIZONTAL REINFORCEMENT. L-ANGLES ATTACHED TO THE REINFORCING RIB WITH 2) 1/ 4'-20 X 5/8" HEX HEAD BOLTS AND NUTS AT EVERY HINGE LOCATION. 3" x 20 GA. GALV. STEEL U-BAR. TWO U-BARS PER DOOR SECTION. U-BARS ATTACHED AT EACH STILE LOCATION WITH TWO 1/4" X 3/4" SELF TAPPING SCREWS. 2 I — MAX. DOOR WIDTH, 12'-2' I WOOD JAMBS ' 3/8• x1-1/2" F.R. EMBED LAG SCREW. 1-1 8" WASHER REO .2, V MAX O.C. TO' SECURE Oc6WOO JAMB STRUCTURE C' SINK IF NEEDED. I o, ana., c wwn JR CON]INUOl15 ANGLE MOUNT TRACK FASTENED TO 2x6 / 2 OR BETTER 1 YELLOW PINE JAMB WITH ONE 5/ 16"xl-5/8" LG. LAG SCREW PER BRACKET OR TRACK CUP LOCATION. OPTIONAL INSULAT SEE MODEL EXPLE OPTIONAL ACRYLIC IS PLASKOLITE OPTIX, AN 1 APPROVED CC2 PLASTIC IN COMPLIANCE WITH IBC/FBC 2606. A OPTIONAL 24" x 6" POLYPROPYLENE SCREW TOGETHER TYPE OSB OR 1/8" ACRYLIC WINDOW UTES AVAILABLE. TWO POINT LOCKING REQ' D SECTI N 1 - 1 1 I BOTTOM SECTION REINFORCED WITH J TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER FOR FLEXIBLE VINYL ASTRAGAL 2' 10 BALL SHORT STEM STEEL ROLLER WITH STEEL OR NYLON TIRE ISTABLE TOP ROLLER BRACKET GA. GALV. STEEL, INSTALLED IOOR WITH ( 4) #14 X 5/8' LG T METAL SCREWS 20-GA. U-BARS. (2) U-BARS ER SECTION. U-BARS TACHED AT EACH STILE LOCATION TH (2) 1 /4" X 3/4" SELF -TAPPING TREWS. END HINGES OF MINIMUM 14 GA. GALV. STEEL, FASTENED WITH 4) #14 X 5/8' LG. SHT. MTL. SCREWS AND (4) 1/4'x3/4' SELF -TAPPING SCREWS. BOTTOM ROLLER BRACKET OF 13 GA. GALV. STEEL, FASTENED WITH (4) 014 X 5/8' LG SHT. MTL. SCREWS DESIGN LOADS: + 30 & -30 P.S.F. TEST LOADS + 45 & -45 P.S.F. ME DESIGN OF THE ANPPORTING STRUCTURAL LEMENTS IS THE RESPONSIBILITY F THE BUILDING ENGINEER OR 1RCHITECT OF RECORD. MARK WESTERFIELD. P.E. FLORIDA P. E. 048495, NC P.E. #23832, MANUFACTURING PRODUCT CODE, TEXAS P. E. #91513 MPCI C—PAN-1 E44i CLOPAY CORP. ALL RIGHTS RESERVED. Unless Stated Otherwise TOLERANCES are 0 = *.031 00 = *.015 MCI Mason, OH 45040 USA opay Tel. No. 513-770-000 A n9 Products CGn"ny Fox No. 513-770-4853 WINDLOAD RATING W DESCRIPTION: COMMERCk RIBBED DOOR, +/- 30 PSF OESIGN LOAD 000 = * .005 0000 = *.001 DRAWN BY: RJK DATE: 4/15/99 SCALE: NOTED DWG. R Degrees = :1: 1/7 Unless Stated Otherwise DIMENSIONS ARE IN INCHES. CHECKED BY: MWW DATE: 4/99 SHEET 1 OF 1 SIZE L Third tingle4—ca Projection DWG. NO.: 101869 VER: IBC 4 I 3 T 2 FLORMA [PHRODUCTAPpROoMAL SOROS u C on U Florida Building Code Online 1VAL" G,AVO"`34 Page 1 of I t T BGS Home lop In User Registration Hot Topics Submit Surdrarpe Stets 6 Facts PublioTioos FBC Staff BCLS Site Kip, Unks Search dbor ti Product Approval USER: Public User Product Abmovar Menu > PrgduR or Agoli[atbn Search > Application list OFFICE Search Criteria Refine Search Code Version 2014 FL# 5335.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annliratinns FL# IM Manufacturer Validated By to u FL5335-R3 Revision Vulcan Steel Structures, Inc. FL#: FL5335.1 Locke Bowden 334) 300-2800 Approved Histor Model: PBR Wall panel Description: 26 Ga. PBR wall panel over open framing Non- HVHZ Category: Structural Components Subcategory: Structural Wall Approved by DBPR. Approvals by DBPR Shall be reviewed ano rdorleb oy me POC ano/or the commission rr Contact Us :: 76D1 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-3824 The State of Florida Is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement;: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, oontact the office by phone or by traditional mall. If you have any questions, please contact 650.487 1395. -Pursuant to Section 455.2750), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click bM. Product Approval Accepts: M ® Crag Credit Card Sale http://www.floridabuiIding.org/pr/pr_app_lst.aspx 7/14/2017 Florida Building Code Online Page 1 of 2 lit. ' Prof6ssio6al R, DOS Home log In user Registration Hot Topics submit Surcharge Stats S Fads Publications FBC Staff SCIS site Map units Search bProduct Approval , pr USER: Public User Product Aoommal Menu > Product or Aoohcatlon Search a Aool'Kation Usl > ApPikation Detall FL # FL5335-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Vulcan Steel Structures, Inc. Address/Phone/Email 500 Vulcan Parkway Adel, GA 31620 229) 896-7903 Ext231 jeffs@vulcansteel.com Authorized Signature Jeff Spradley jeffs@vulcansteel.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/27/2024 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL5335 R3 COI Letter of Certification -secured odf 1709.2 Method 2 Option B http://www.floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfftHd40 We8p... 7/14/2017 Florida Building Code Online Page 2 of 2 Date Submitted 04/20/2015 Date Validated 04/24/2015 Date Pending FBC Approval 04/27/2015 Date Approved 06/23/2015 Summary of Products FL 7f i Model, Number or Name Description 5335.1 PBR Wall panel 26 Ga. PBR wall panel over open flaming Non- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL5335 R3 11 PBR Structural Well Panel NON HVHZ 2014 - secured.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +50.OPSF/-165.OPSF Created by Independent Third Party: Yes Other: -45.0 PSF @ 5'-0' D.C. spacing. +50.0 psf @ 51-0' D.C. spacing. -72.5 psf @ 5'-0" D.C. spacing. -165.0 psf @ Evaluation Reports FL5335 R3 AE PBR Structural Wall Panel NON HVHZ 2014 secured.Ddf 1 Created by Independent Third Party: Yes 2'-0" spacing. Installed per manufacturer details. Not for use In HVHZ Zones. 8adr Vert Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone: 850.487. 1B24 The State of Florida is an WEED employer. Coovriaht 20D7.2013 State of Florida.:: Privacy Statement :: Accessibility Statement ::Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.2395. -Pursuant to Section 455.275(1), Florida Sbtutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address r they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: M ®en-' Credit Card Safe http://www.floridabuilding.oriz/r) r_app_dtl.aspx?param=wGEVXQwtDgtfftHd40We8p... 7/14/2017 FL# 5335.1 R3 I Force Engineering & Testing Inc. 19530 Rnmblewood Drive Humble,T 77338 Product Evaluation Report VULCAN STEEL STRUCTURES, INC. 26 Ga. PBR Wall Panel over open framing Florida Product Approval # 5335.1 R3 Florida Building Code Z014 Per Rule 61G20-3 Method: 2 —B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2)(b) NON HVHZ Product Manufacturer: Vulcan Steel Structures, Inc. 500 Vulcan Parkway Adel, GA 316ZO Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36127 Contents: Evaluation Report Pages 1— 4 111111f,' N•C E, E O No.44913 STATE OF ORi CA6 ON April 20, 2015 I Force Enlgineerin g & Testing Inc. 19530 Ramblcwood Drivc Humble,77 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1709.2 Product Description: PBR Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code 2014 Section 1405.2. Yield Strength: Min. 80.0 ksi Panel Dimension(s): Thickness: 0.0185" min. Width: 36" maximum coverage Rib Height: 1-1/4" major rib at 12" O.C. Panel Rollformer: A.S.C. Machine Tools, Inc. Panel Fastener: Substrate Description Design Pressures: 12-14 x 1-1/4" HWH SD with sealing washing or approved equal. Panel side laps fastened together w/ X-14 x 7/8" HWH SD w/ sealer washer at 20" O.C. Corrosion Resistance: Per Florida Building Code 2014. Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida Building Code 2014. Table "A" Maximum Design Pressure: 45.0 psf 50.0 psf 72.5 psf 165.0 psi Fastener Pattern: 12"-12"-12" 12"-12"-12" 7"-5"-7"-5"-7" 7"-S"-7"-S"-7" Fastener Spacing: 5'-0" O.C. 5'-0" O.C. 5'-0" O.C. 2'-0" O.C. Design Pressure includes a Safety Factor = 2.0. 0 ACE E Irff1l I O , VA. CENSF,n/ C"' 7if—' 4 • STATE OF : a AZ ORi A ?``: FL# 5335.1 R3 April 20, 2015 rForcegineering & Testing Inc. 9530 Ramblemrond Drivc Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1709.2 Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization if TST-5328) Report No. 155-0258T-08, dated 07/22/2008 2. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization q TST-5328) Report No. 155-0300T-11, dated 01/04/2022 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization q ANE ID: 1920) Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to ASTM E 1592-D5. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Shear Diaphragm: Shear diaphragm values are outside the scope of this report. tlllll i CRMSF`,' ra. •rrs % . STATE OFZOIL, a iP•' nsrn o I l l t f `,% FL# 5335.1 R3 April 20, 2015 I{ Force Engineering & Testing Inc. 19530 Rambimond Drive Humblc,TX 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for wall cladding wind loads. These component wind loads for wall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, and Chapter 16 for structural loading. ti srrrft i, E .0 E, E. . 0 VtiCENSF'i STATE OFOKI saa.orrrae. fs • ; •v1 FL# 5335.1 R3 . April 2 0 , 2 015 W W " dA fiaiiv AC472 STEEL STRUCTURES, INC. R OF CERTIF VULCAN STEEL STRUCTURES, INC Job Number 25019-1 Customer Name: TOM DAVIS CONST. Job Location: SANFORD FL 32771 DATE: 9/25/17 DESIGNED BY: ZJM DETAILED BY: JDH CHECKED BY: ZJM DESIGN PARAMETERS COMMENTS BUILDING DESCRIPTION: NOMINAL WIDTH: 70 feet NOMINAL LENGTH: 90 feet EAVE HEIGHT. BACK S-W: 18 feet EAVE HEIGHT. FRONT S-W: 20.92 feet ROOF SLOPE. LEFT: 0.5:12 ROOF SLOPE. RIGHT: DESIGN LOADS BUILDING CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) - BUILDING FRAME SELF WEIGHT: INCLUDED SNOW : 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) 108.4 mph (Vosd) INTERNAL PRESSURE COEFF. 0.18/-0.18 WIND EXPOSURE: B CLOSURE 'C. 0, P' Closed RISK CATEGORY : II - Normal SEISMIC PARAMETERS SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME ANALYSIS PROCEDURE : EOUIVALENT LATERAL FORCE PROCEDURE SITE CLASS (ASSUMED) D SEISMIC IMPORTANCE: 1.00 SEISMIC DESIGN CATEGORY: AVP DESIGNED SPECTRAL ACCELERATION PARAMETER -SDS' - (SHORT PERIODS): 0.09 DESIGNED SPECTRAL ACCELERATION PARAMETER 'SDI' - (1 SEC PERIODS): 0.06 MAPPED SPECTRAL RESPONSE ACCELERATION: 'SS' - (SHORT PERIODS): 0.08 MAPPED SPECTRAL RESPONSE ACCELERATION: 'S1' - (1 SEC PERIOD): 0.04 RESPONSE MODIFICATION COEFFICIENT: 'R- - 3.5SEISMIC SEISMIC RESPONSE COEFFICIENT: 'Cs' - 0.029 r TOTAL LONGITUDINAL BASE SHEAR 1.43 TOTAL TRANSVERSE BASE SHEAR 1.54 DRAWING RELEASE HISTORY I DRAWING REVISIONS J DATE SENTI REASON FOR RELEASE I REVISION1 DATE I BY T DESCRIPTION COVERING AND TRIM COLOR TABLE SHEETING ROOF PANEL: GAUGE PANEL TYPE COLOR 26 CA. PBR PANEL Polar White WALL PANEL: GAUGE PANEL TYPE COLOR 26 GA PBR PANEL Polar White WALL TRIM COLOR: Polar White GABLE TRIM COLOR: Polar White FLORIDA PRODUCT APPROVAL NUMBERS WAVP LKD00RS 3070/ 4070 IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL17900.1 3070/ 4070 NON -IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL17900.2 6070/ 8070 IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL18463.2 6070/ 8070 NON -IMPACT RATED WIND RATED do KNOCKDOWN OR PRE -ASSEMBLED FL18463.1 R I D G E V E N T S 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 L O U V E R S FIXED GLASS LOUVER 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'-B' 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' FL12765.8 ROOF PAVP NELS BATTENLOK FL11819. 1 DOUBLE-LOK FL11819.2 LOKSEAM FL11819. 3 SUPERLOK FL11819. 4 ULTRA-DEK FL11819.5 7.2 PANEL FL1519.1 PBU PANEL I FL11868.2 WAVP LL PANELS AVP PANEL FL11917. 3 FW-120 PANEL FL11917.4 WEIR PANEL FL5335. 1 REVERSE PBR FL5335. 1 SHADOWRIB PANEL FL11917. 6 SOFFIT PAVP NELS ARTISAN L- 12 FL11919. 1 S K Y L I G H T S PBR SKYLIGHT FL13793 WAVP LL L I T E S PBR FL13787.1 PERMIT # MIAMI DADE PRODUCT APPROVAL NUMBERS R O 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 ROOF PAVP NELS PBR 22 GAGE do 24 GAGE NOA-12-0730.02 SUPERLOK 22 GAGE NOA-12- 0911.02 SUPERLOK 24 GAGE NOA-12- 0123.07 DOUBLE-LOK NOA-13-0425. 14 WAVP LL PANELS PBR 124 GAGE NOA-12-0123. 06 ECO-FICIENT I NOA-14-0306. 03 S K Y L I G H T S PBR NOA-12-0110.04 OFFICE 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 OUAUFY AS T11E PROJECT DESIGNER. WALTER E. WOOD P.E. FLORIDA P.E./ 61323 500 VULCAN PARKWAY A p W + B p 3 f 6 i i1„• y F No 61323 •'v SiATt OF ORIGINAL SIGNATURE REQUIRED GENERAL NOTES 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 GRADE 50 or GRADE 55 COLD FORMED LIGHT GAGE SHAPES A1011 GRADE 55 BRACE CABLES A475 EHS HOT ROLLED MILL SHAPES ASTM A992 GRADE 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 or GRADE 80 BOLTS A307, A325T, AND A490 A307 UNLESS NOTED' 2. 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. 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 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 ORDE 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 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 -MANUFACTURERS 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-.COMP-ONENTS..EIELD -MODIFIED 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: AVP PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING PROJECT. AVP 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. AVP 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. AVP 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. TTER 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. WALTER E. WOOD P.E. FLORIDA P.E./ 61323 500 VULCAN PARKWAY E. ! y N :61323 ; o :• STATE OF 4 a e'•• on io... • 4 `a OdVAt ORIG SIGNATURE REQUIRED NO= 5/8' Dio= 5/8" Sw Do 6 DD L J 3 8" 2. 4' W Seea PI DETAIL A DETAIL E Dio= 5/8' Dic = 5/8" O I I o a a d d d d N * N D12 BOLT N01M HEX MA w/RAT WASHER\ rsEE BUILDINc PUNS ANCHOR BOLT SUMMARY wwuFACIURER RECOYIE.NDS USE OF STRAIONT ROD ANCHOR BOLTS CONCRETE UNE FOR PROJECTION Total NRH NUT AND WASHER ON BOTH ENDS AS OPPOSED lD J-BOLTS OR I I ANCHOR BOLTS MAIN Hooks BECAUSE OfBETTER PERFORWuxE Via Len Proj RESULTS IN CONCRETE FOUNMTIONL EITHER TYPE BOLT 6 ' • Oty Locate (in) (in) (in) ACCEPTABLE AS DETERMNED eY THE FOUTTMTION CUMPI ER. ANY { » B- DOOR JAMBS 5/B• OlA - vuuEs awT FOR AHCNo BaT TDtAL lDIC11LS AND OR BEND O 8 Jamb 5/8• 9.00 3.00 r i LEM" ARE sTrccESTEu LETIM ONLY. Sl IS LIE •• IS• FOR ALL OTHER 5/8- &A & DOOR 0 OF INe FOUNMIM E e TO DETE I E THESE VALUES y j O 48 Endwoll 5/8' 15.0 3.00 THEY ARE A FUNCTION OF CONCAEIE SUONCM AND OTTER FACTORS. S AMOS ACING AS E.W. COLIAINS 8 24 Frome 3/4" 24.0 3.00 4" HEX N r O w/nAT WASHER " 2s' AM U1NFA5 L J 2" ANCHOR BOLTS SMALL BE ASTM F1554 GRADE 36 (MIN. Sw OR GRADE 55 ANCHOR BOLTS 1 -n- qWn N 5 L V L o O J 3 3 8" 2' 4" W W DETAIL B DETAIL F Dio= 5/8" LO o . CL l l lA >Ic s 8" 2" 4" w DETAIL C nin= 'S/e co ® 3" 3' 2"Y2" 8" See Plan DETAIL D t W PROJECTION CONCRETE EDGE AND ANCHOR BOLT PROJECTION DISIDE CLMLK VALL PANII x1U4'SM 811 SE VV DAM C l 1 1/4' x I' IN MOOR BASE MR a w DL Off DINERS) OIBFt BASE CHAMa VI1H BASE TRIM VINN SWIG NOTCH VITH BASE o.DSURES 2 1 4 V-0- 1. 2- 2' 2- 2' f 2- baA W X-Broeing Ab7 D D D 6d B Bw C e O Ie Ix I 0C xq C6d FPS 0 E c wc 4- 0 FF i9C Cod Bge0000 D A im X-Brodnq E BTi A O9 2 2- 2 12 2 2 2- T.-0. 1.-D' FRAME UN DIMENSIONS 1 SECTION 'A -A' 1-3 F O VIDTN A-Aa 0 O J O O o TYP. OVERHEAD DOOR RECESS DETAIL O O O ANCHOR BOLT PLAN NOTE: All Box Pblea O 100'-W (U.N.) FIELD LOCATED OPENINGS OTY- 1 DESCRIPTION, 2 4'-O'x4'-0' FRAMED OPENING V/ SILLRIOI-0' A.F.F. IN SV M, x EDve IA EOve E I FINAL ERECTION XI FOR CONSTRUCTION E I FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT WAREHOUSES FOR YAM ID 25019-1 PROJECT SANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL• GA 31620 UTppllDnn nrHbpTrr,' P• NSF •• O 0 61323 OR YfL:UEILP C 0 710NALRIGINAL SIGNATURE REOUIRED DAVIS C NST. BOLT PLAN L DETAILS FRAME LINES: 2 3 4 4 T COLUMN LINE 1V RIGID FRAME: ANCHOR Ban rk BASE PLATES Frm Col Me. -Bolt Bose-Pkde (in Elev. Line Une Oty Dia Width Length Thick (in) 21 A 4 0.750 8.000 8.000 0.500 0.0 2- F 4 0.750 8.000 8.000 0.500 0.0 2- Frame Fines: 2 3 4 GENERAL NOTES I.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. M2ETA1 UNDBUILDMCNDESIGNWFEU CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE 3.) ANCHOR BOLTS SMALL BE ACCURATELY SET TO A TOLERANCE OF t/- 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 OLIALIFIED 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 lS 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. RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead ---- -Collateral - Live ------ Wind -Left t- Wind_Rightt- Wind-Lel12- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2- A 1.8 2.9 1.9 2.6 7.7 10.5 29.7 34.1 4.6 16.0 25.2 -24.7 2- F -1.8 3.0 1.9 2.6 7.7 10.5 17.2 31.2 21.1 21.1 12.6 -21.8 Frame Column-Wind_R'igAt2- Wind- Wind_Lon92- Seismic-Left Seismic -Right Line Line Horiz Vert Moriz Vert Horiz Vert Horiz Vert Horiz Vert 2- A -0.1 6.6 12.3 -22.6 12.3 22.8 0.2 0.1 0.2 0.1 2- F 16.6 11.7 12.8 -22.9 12.8 22.9 0.2 0.1 0.2 0.1 2- Frome lines: 2 3 4 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Col Ant -Bolt Base -Plate (in) E1ev. Una LiUne Oty Dio Width Length Thick in) 1 A 4 0.625 6.000 6.000 0.134 0.0 1 B 4 0.625 6.000 6.000 0.134 0.0 1 C 4 0.625 6.000 &000 0.500 0.0 1 D 4 0.625 6.000 8.000 0.500 0.0 1 E 4 0.625 6.000 6.000 0.134 0.0 1 F 4 0.625 6.000 6.000 0.134 0.0 5 F 4 0.625 6.000 6.000 0.134 0.0 5 E 4 0.625 6.000 6.000 0.134 0.0 5 D 4 0.625 6.000 &000 0.500 0.0 5 C 4 0.625 6.000 8.000 0.500 0.0 5 B 4 0.625 6.000 6.000 0.134 0.0 5 A 4 0.625 6.000 6.000 0.134 0.0 DESIGN LOAD DEFINITIONS RIGID FRAME LOAD CASE DEFINITIONS Vind L1/Vind RI = Lateral wind load from the left/right with a negative Internal pressure cofficient. Vlnd_L2/Vlnd_R2 = Lateral wind load from the left/right with a positive Internal pressure cofficlent. Wind Ln1 = Longitudinal wind load with a negative Internal pressure coefficient. Wlnd_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient. Selsmlc_L/Selsmk_R = Lateral Seismic load from left/right. LWINDp_L#E/ LWIND#_RNE = Longitudinal wind loads for edge zones. FNUNB_SL_L/'FRUNB_SL R = Unbalanced roof snow load with wind from the left/right. 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 Endwall Load Case Definitions Rafter Wind L/ Rafter Vlnd R = Lateral wind load from the left/right. Brace Vind_L/ Brace Vlnd_R = Lateral wind load from the left/right with the bracing loads added. Vind_P/Vind_S = Wind Pressure/Suction due to longitudinal wind. Vlnd_LnR = Longitudinal wind load on the roof. Selsnlc_L/Selsmlc_R = Lateral Seismic load from left/right. ENUNB_SL_L/ ENUNB_SL_R = Unbalanced roof snow load with wind from the left/right. ENPAT_LL N = Pattern live load for continuous bean systems. LWINDN_L/LVINDp_R = Longitudinal wind loads for edge zones. It ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collal Live Le1tl Righll Left2 Right2 Press Suct Long1 Long2 Lett Line Line Vert Vert Vert Vert Vert Vert Vert Hart Hors Vert Vert Vert 1 A 0.2 0.1 0.8 1.5 1.0 1.5 1.0 0.0 0.0 1.5 0.9 0.0 1 B 0.4 0.4 2.6 4.7 2.6 4.7 2.6 2.7 3.0 4.7 2.7 0.0 1 C 0.7 0.6 3.9 7.3 4.1 7.3 4.1 4.0 4.4 7.2 4.1 0.0 1 D 0.7 0.6 3.9 7.2 4.1 7.2 4.1 4.2 4.6 7.2 4.1 0.0 1 E 0.4 0.4 2.6 4.7 2.7 4.7 2.7 3.0 3.4 4.7 2.7 0.0 1 F 0.2 0.1 0.9 1.5 1.0 1.5 1.0 0.0 0.0 1.6 0.9 0.0 5 F 0.2 0.1 0.9 1.0 1.5 1.0 1.5 0.0 0.0 1.6 0.9 0.0 5 E 0.4 0.4 2.6 2.7 4.7 2.7 4.7 3.0 3.4 4.7 2.7 0.0 5 D 0.7 0.6 3.9 4.1 7.2 4.1 7.2 4.2 4.6 7.2 4.1 0.0 5 C 0.7 0.6 3.9 4.1 7.3 4.1 7.3 4.0 4.4 7.2 4.1 0.0 5 B 0.4 0.4 2.6 2.6 4.7 2.6 4.7 2.7 3.0 4.7 2.7 0.0 5 A 0.2 0.1 0.8 1.0 1.5 1.0 1.5 0.0 0.0 1.5 0.9 0.0 Seis Frm Col Right Line Line Vert 1 A 0.0 1 B 0.0 1 C 0.0 1 D 0.0 1 E 0.0 1 F 0.0 5 F 0.0 5 E 0.0 5 D 0.0 5 C 0.0 5 B 0.0 5 A 0.0 BUILDING BRACING REACTIONS 3 Reoelions(k ) Panel Well - Col Wind - -Seismic- (lb, Lot Une Une Harz Vert Harz Vert Wind L_EW 1 B.0 3.7 4.3 0.2 0.2 FEW F 2.3 7.9 6.1 0.7 0.6 R_EW 5 C,B 3.7 4.3 0.2 0.2 B_SW A 3.2 7.5 4.9 0.7 0.5 WIND LOOM PRESSURES CWRT AREA pL<Y- 1g0 SOXT. FOR PANELS DESIGN VALUE FOR L ZONE 1 (ROOF INTERIOR) 16 10 1 -36 22 ZONE 2 (ROOF EDGE) 16 10 W 36 ZONE 3 (ROOF CORNER) 16 10 90 54 ZONE 4 (WALL INTERIOR) 33 20 35 21 ZONE 5 (WALL EDGE) 33 20 44 2e 10 SOFT (ZONE 4) 33 20 39 24 100 SOFT (ZONE 4) 1 26 17 33 20 NOTE , USE MAXIMUM STATED WALL PRESSURES FOR WINDOWS, LOUVERS, OR ANY OTHER SUCH TYPE ACCESSORY OPENING IN THE METAL BUILDING WALL WHETHER OR NOT THE ACCESSORY IS SUPPLIED BY THE METAL BUILDING MANUFACTURER. VULCAN STEEL FINAL ERECTION PROJECT WAREHOUSES FOR EX) FOR CONSTRUCTION ID 25019-1 FOR APPROVAL PROJECT SANFORD FL 32771OTHER, EXPLAIN ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.B 61323 500 VULCAN PARKWAY ADEL. GSA 31620 1 paa1r11u wnwahrrrr••••• E. 0 1 V GENS o% 0 %" I No. 61323 J* ORI1 S' •, J4r ONA ORIGINAL SIGNATURE REQUIRED INC TOM DAVIS CONST. fAMIN I ANCHOR BOLT DETAILS it REACTIONS DESIGN, ZJM I DRAFT, JDH CHECK, DATE, 9/25/17 1 SHEET 2 SPLICE BOLT TABLE Oty Mark Top Bat Int Type Dio Length SP-1 4 4 2 A325 0.750 2.50 SP-2 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME 2 3 4LINE V ID SIDES MARK LENGTH OFFSET 1 1 FB49.5A 4'-1 1 /2" 2'-8" 2 1 FB42A 3'-6" 2'-8" 1 F839.5A 3'-3 1/2" 2'-8" 1 FB50A 4'-2" 2'-8" 1 FB47A 3'-11 " 2'-8" Q1/2' TYP. FLANGE BRACE / GIRT CONNECTION OFFSET FL 1/2'x1 1/4' TYP U.N.) A307 BOLTS TY0oP U.N.) GITINR 37(TBOLS A SECOND FLANGES '' "' AFR ; BRACE IS REQUIRED nNLY SEE FRAME CRDS IF '(2)' IS NOTED I H FLANGE BRACE TABLE. F. COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTAL FOR LOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY Mark Web Death Web Plate Outside Flange W x Thk x Length Inside Flange W x Thk x LengthStartEndThickLength RF 1-1 7.5 19.5 0.165 72.0 8 x 1/4" x 207.6 8 x 1/4" x 173.2 19.5/36.0 0.188 98.9 8 x 1/4" x 44.3 36.0/36.0 0.250 38.2 RF1-2 34.0/14.0 0.188 196.2 6 x 1/4" x 240.0 6 x 1/4" x 197.2 14.0/ 14.0 0.165 191.5 6 x 1/4" x 146.3 6 x 1/4" x 191.5 RF1-3 14.0/14.0 0.165 167.5 6 x 1/4" x 240.0 6 x 1/4" x 167.5 14.0/34.0 0.188 194.8 6 x 1/4" x 122.3 6 x 1/4" x 194.4 RF1-4 36.0/36.0 0.250 39.8 8 x 1/4" x 44.3 8 x 5/16" x 204.1 36.0/27.8 0.188 58.1 8 x 1/4" x 12.0^ I- •i}' 0 1/2' q.EARANCE 62'-6 ts/16' 3'-0 9/16'I^ I MAIN FRAME ELEVATION: FRAME LINE 2 3 4 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. 3 FINAL ERECTION X3 FOR CONSTRUCTION 3 FOR APPROVAL 3 OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PRDJECT WAREHOUSES FOR YAM'. SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E.0 61323 500 VULCAN PARKWAY ADEL, GA 31620 R E. S O'e•EN",-, No. 61323 A' L ONAL 01/ / Wlwlqu+ 1 ORIGINAL SIGNATURE REQUIRED DAVIS CONST. FRAME ELEVATION N- ZJM I DRAFT- JDH 1 CHECK- 9/25/17 1 SHEET 3 fJ Q 1/2• 12 1'-2" GIRT r-y.3Ly r- UPS r-i sp• '- s/a• - + s/.' -L ?LjY—+ s/.. ENDWALL FRAMING: FRAME LINE 1 2 CTR 13'-2" 3 DTR 20'-3" 4 DTR 10'-3" 5 RVRT 20'-3" i 6 RVRT 10'-4" FLANGE BRACE TABLE FRAME LINE 1 OID SID{/ES MARK LENGTH 1 1 FB37K 3'-1' 1 FB38.5 3'-2 1 / T T T T f T Q 1/2' s O N • Ij O I•1 C t I 1 1 1 I I .- 1 1 I_ — — — -- — — — — — — -- — — — -- — — — OPEN FOR MATERIAL BY OTHERS ENDWALL SHEETING & TRIM: FRAME LINE 1 GENERAL NOTES: PANELS: 26 Go. PBR — PolarWhite 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. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL REVISIONS ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES REV. DESCRI 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. TM29 TM11 EC-2 8x35C12 16'-10" EC-3 W8X10 17'-5 1/2' EC-4 WBX10 18'-3 1/2' EC-5 8x35C12 18'-11" EC-6 8x35C16 19'-3 5/8" ER-1 10x25c12 41'-0 13/16" ER-2 1Ox25c12 28'-11 15116" G-1 8X25C16 W-11 1/2 G-2 8X25Z16 11'-1 1/2" G-3 8X25C15 14'-11 1 2" G-4 8X25Z16 17'-3 1Y" G-5 8X25C12 19'-11 1 2" G-6 8X25Z16 22'-3 1 2" G-7 8X25Z16 21'-5 1/2" CB-1 0.250CBL 22'-2" ra_i n 0AnrAI I' —a' 2 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEky t"mii SaQ.' V\GE NSF"'• o. O o.613 _3 ' Id, G%O STATE OF tOR Qr 4/*Fullilksoli ORIGINAL SIGNATURE R DRAWING STATUS VULCAN STEEL STRUCTURES, INC TOM DAVIS CONST. I FINAL ERECTION PROJECT WAREHOUSES FOR YAMIN ENDWALL FRAMING XI FOR CONSTRUCTION ID 25019-1 DESIGNi I DRAFT- JDH I FOR APPROVAL PROJECT DATE, 9/25/17 SHEET I DTHER, EXPLAIN ADDRESS SANFORD FL 32771 9 I 3•-0- 14'-0• I 3'-0• I GIRT — LAPS '-23/4' +'-+ s/.• r-+ s/• ENDWALL FRAMING: FRAME LINE 5 il 4 Q 4 I m m h h I 1 I I I II+ Y1 N iA IOI 1 1 1 I I 1 jI •I ^ 1 • N O I^ O O O O O O OPEN FOR MATERIAL BY OTHERS OPEN FOR MATERIAL BY OTHERS I ENDWALL SHEETING & TRIM: FRAME LINE 5 GENERAL NOTES: PANELS: 26 Go. PBR — Polo+ W,;t` 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. 1 1 2 3 WK CTR DTR IJ - L 10'- 3" 20'- 3' IMLIJ TM29 4 5 6 DTR RVRT RVRT 8'- 3" 20'- 3" 10'- 4" TM11 TM11 7 JCT 14'-0" V- 2 8 9 1 JTR HT 6'- 3" 14'- 6" TM31 TM33 FLANGE BRACE TABLE FRAME LINE 5 1 OID SIES MARK LENGTH OFFSE 1 1 1 FB37K FB38. 5 3'- 1" 3'- 2 1 /2" 2'- 8" 2'- 8" L11- 1 EC- 3 OAJ. X' 10 WBX10 1 0 -J J/ 1 0 17'- 5 1/2" EC- 4 WBX10 18'-3 1/2 EC- 6 8x35C16 19'-3 5/8" EC- 7 8x35C12 18'-11" EC- 8 8x35C12 16'-10" ER- 3 10x25c12 28'-1 t 1y16" ER- 4 tOx25c12 41'-0 13 16" DJ- 2 Sx35C15 16'-6' DH- 1 8x35C 16 14'-0' G- 1 8X25C16 9'-11 1/2" G- 2 8X25Z16 11'-1 1/2'. G- 3 8X25C15 14'-11 1 2 G- 4 8X25Z16 17'-3 1 2" G- 8 8X25Z16 18'-10" G- 9 8X25Z15 21'-5 1/2" G- 10 8X25Z16 18'-10" CB- 1 0.250CBL 22'-2" 2 1 C7o 3 CG2 4 j1 5 C-5 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VVULCAN PARKWAY O o. 61323 STATE OF O, c, • •.0 O R % NI,-,, S/ONAI+ ORIGINAL SIGNATURE REQUIRED DRAWING STATUS VULCAN STEEL STRUCTURES, INC TOM DAVIS CONST. E ] FINAL ERECTION PROJECT WAREHOUSES FOR YAMIN ENDWALL FRAMING EX) FOR CONSTRUCTION 1D 25019-1 DESIGN-ZJM DRAFT- JDH E I FOR APPROVAL PRDJECT SANFDRD FL 32771 DATE- 9/25/17 1 SHEET E I OTHER, EXPLAIN ADDRESS DETAIL A' p12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE G1RTS a• B' e• 012 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS STITCH FASTENERS ZONE 5 - _ _ O/C MAX ZONE 4 - e ALL GIRTS L _ 20 - O.C. MAX BETWEEN G1RTS DETAIL 'A' 4 = ZONE 4 DIM W = 7 FT 5 = ZONE 5 PBR' WALL PANEL ATTACHMENT DETAIL 36' NOMINAL COVERAGE 2' 12' 12' 4' 4' 4- 3 4' H ,. II MINOR RIB MAJOR RIB 1-1/4' 3/16' PBR' WALL PANEL PROFILE P NER DETAIL RTIALLY EN( T 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) ROOF SLOPE 0- TO <3' V, rr WALL FASTENER DETAIL PLAN E 3 FINAL ERECTION EX3 FOR CONSTRUCTION E 3 FOR APPROVAL E 3 OTHER, EXPLAIN SS-LESS3 D, ,._D. DETAIL A' rl i I M12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PURLINS 41I111 8' 8' 012 MEMBER FAST RS PAWL FASTENER SPACING AT EAVE STRUTS ENDLAPS. AND RIDGE. 014 STITCH FASTENERS TAPE MASTICZONE3 - -14:_ O/C MAX ZONE 2 - _2D__ O/C MAx. ZONE I - e ALL P L _ R!- O.C. 14AX BETWEEN PURLINS DETAIL 'A' 1 = ZONE 1 DIM A = 7 FT 2 = ZONE 2 3 = ZONE 3 PBR' ROOF PANEL ATTACHMENT DETAIL NOMINAL MINOR RIB I'MAJOR RIB I 1-1/4' PBR' ROOF PANEL PROFILE VULCAN STEEL STRUCTURES, INC PROJECT WAREHOUSES FOR YAM'. ID 25019-1 PROJECT SANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.j 61323 5DO VULCAN PARKWAY ADEL. GA 31620 o. 6132 C gS `TATE OF— oZ. , OR I D;NAI EN•,, t DATE- RIGI SIGNATURE REOUIRED DAVIS CONST. JDH 4 5 90'-O' OUT -TO -OUT OF STEEL 2 3 4 2W-0' 25'-0' 25'-0' 20'-0' m I inn N W by N S WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY Aq,nQAl111i1 I' O ENSF •.. 4 No. 61323 F STATE F P,• 1 ROOF SHEETING PLAN %••''' \# PANELS: 26 Go. PBR - Polar WNte '41 NAl FNG Aid uuolplp"' ORIGINAL SIGNATURE REQUIRED REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC I TOM DAVIS CONST. REV. DESCRIPTION, DATE DTLR DATE CHKR APPD E ) FINAL ERECTION PROJECT WAREHOUSES FOR YAMIN ROOF SHEETING EX) FOR CONSTRUCTION ID 25019-1 DESIGN- ZJM DRAFT. JDH CHECK, ZJM E ) FOR APPROVAL PRDJECT SANFORD FL 32771 DATE- 9/25/17 SHEET 6 OTHER, EXPLAIN ADDRESS 2 DTR 20'-3' 3 DTR 5'-3- 4 DTR 5'-11" 5 DTR 5'-7- 6 VHSET 20'-3" 7 VHSET 10'-3" 8 VHSCB 6" 9 JCT 4'-6" 10 JTR 4'-9" TM31 11 HT 5'-0" TM33 12 JCT 14'-0" 13 JTR 6'-3" TM31 14 HT 14'-6" TM33 SPECIAL BO 0 ID I QUAN TYPE DIA LENUR WAS 2 1 4 A3O7 1/2'- 1 1 4 0 4,_ g" I I r — S SIDEWALL FRAMING: FRAME LINE F 4 4 4 4 4 S 8 I I 1 1 IC O 10 to 1 1 1 1 1 1 I I 1 1 1 1 1 I I 1 1 1 I 1 1 I 1 I + N N N N N N N N N N N N N N N N N N N N Ij— s I I OPEN FOR MATERIAL BY OTHERS IL-------------------------------------------- SIDEWALL SHEETING & TRIM: FRAME LINE F PANELS: 26 Go. PBR — Polar White GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF IDE 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. I OPEN FOR MATERIAL BY OTHERS I i VULCAN STEEL STRUCTURES, INC E 3 FINAL ERECTION PROJECT IVAREHOUSES FOR EX3 FOR CONSTRUCTION ID 25019-1 E 3 FOR APPROVAL PROJECT E 3 OTHER, EXPLAIN lannorvt SANFORD FL 32771 DJ- 2 8x35C16 16'-6" DH- 1 8x35C 16 4'-6" DH- 2 8x35C16 14'-0" DS- 1 8x35C16 4'-6" E- 1 BE275D16 19'-11 1/2: E- 2 BE275D16 24'-11 1/2 E- 3 8E275D16 24'-11 1/2' E- 4 8E275D16 19'-11 2" G- 11 8X25C12 19'-3 1 2" G- 12 8X25Z16 20'-5 1/2' G- 13 C8x18.75 24'-11 2" G- 14 8X25Z15 27'-3 1/2 " G- 15 8X25Z16 27'-3 1/2' G- 16 8X25C16 5'-4' G- 17 8X25Z16 6'-6" G- 18 BX25Z 16 27'-3 1 /2- G- 19 8X25C16 5'-0' G- 20 8X25Z16 6'-2" rc_ t n :arcl t7•_Y 2 1 12 3 p 4 C-5 5 C-6 WALTER E. WOOD P.E. FLORIDA P.E.B 61323 50D VULCAN PARKWAY ADEL, GA 31620 pHluwllllrrhgpp 14 RE' v E NSF 0 O I No. 61323 k) ATE p _:.... 9F ORIO?'.••.;NAL RIGINAL SIGNATURE REQUIRED DAVIS CONST. I 4'-0- I i MS -t sit - •. '1r s/•. - •. I SIDEWALL FRAMING: FRAME LINE A 4 4 4 4 4 cutter with 6 downspouts) O 00 0 0 0 0 0 0 0 0 0 0 0 0 o 0 b 0 o 0 b s 0 o 0 0 0 0 0 0 0 0 0 0 14 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 e 157 s I I OPEN FOR MATERIAL BY OTHERS I I L-------------=---------------------J SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. POR - Polar White GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF IDE 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. E l FINAL ERECTION EXl FOR CONSTRUCTION E J FDR APPROVAL E I OTHER, EXPLAIN 2 DTR 20'-3" 3 DTR 10'-3' 4 RVEG 20'-3" TM50 5 RVEG 10'-3" TM50 6 RVCB 6' TM52 7 RVGE 6' 8 JCT 4'-0' 9 JTR 4'-3' TM31 Id aT a' —a" T1AAA VULCAN STEEL STRUCTURES, INC PROJECT ISANFORD FL 32771 ADDRESS DH-3 8x35C16 4'-0' DS-2 8x35C16 4'-0' E-5 8E275D16 19'-11 1/2' E-6 8E275D16 24'-11 1/2" E-7 8E275D16 24'-11 1/2" E-8 8E275D16 19'-11 1 G-11 8X25C12 19'-3 1 2' G-12 8X25Z16 20'-5 1/2' G-13 C8x 18.75 24'-11 1/2' G-14 8X25Z15 27'-3 1 2' 2 I f2 3 et 4 C-5 5 e2 WALTER E. WOOD P.E. FLORIDA P.E.J 61323 500 VULCAN PARKWAY ADEL. GA 31620 R E.- t GEMS O No. 6132 STATE OF :l or Cv doe l„s,!o+va, DESIGN-ZJM REQUIRED INSULATION TABLE 1 ROOF PLAN 90•-0"OUT—TO—OUT OF STEEL 5 ROLLI QUANI MARK WIDTH LENGTH O O Y 1 2, RI-1 4'-0" 72•-1" 2 14 RI-2 6'-0" 72'-1" I I I I I I N L) I I I I I I I li el O V1 N N p n n N N N N N N N N n n n n n n n n N N N N N nnnnnn O I I i I I I WALTER E. WOOD P.E. FLORIDA P.E.B 61323 I 500 VULCAN PARKWAY ADp,a%tG "D&fiQ DENS '- I o.61323 _ F — -- t. STATE OF •'Q.-; at SJaNA ROOF INSULATION f1j111111M11 111111,,,•``, INSULATIONi 4.00' Thick VRR ORIGINAL SIGNATURE REOUIRED REVISIONS DRAWING STATUS VULCAN.STEEL STRUCTURES, INC TOM DAVIS CONST. JCH TAPE NOTE, REV. DESCRIPTIONS DATE I DTLR I DATE I CHKR I APPD C ] FINAL ERECTION PROJECT WAREHOUSES FOR YAMIN ROOF INSULATION ONE ROLL OF INSULATION PATCH TAPE -IS INCLUDED FOR REPAIRS CX] FOR CONSTRUCTION ID 25019-1 DESIGN-ZJM I DRAFT- JDH CHECK ZJM ONLY, AND SHOULD NOT BE USED AT THE INSULATION SEAMS. FOR APPROVAL PROJECT SANFORD FL 32771 DATE- 9/25/17 SHEET 11 OTHER, EXPLAIN ADDRESS 12 1/2" Q 4 4 Q 4 4 v v v v v v v v Iq N ' to N N N I I I L-------------------------J ENDWALL INSULATION: FRAME LINE 1 INSULATION: 4.00" Thick VRR I I I I N i 42. s a iA eN In tN tN eN clA eN lA I P 1 P t tIn tlA N h I 1 :2 2 2 F SIDEWALL INSULATION: FRAME LINE F INSULATION: 4.00" Thick VRR N v v s v v e s t 10 t0 10 10 b O t0 t0 10 t0 t0 t0 O 10 6 1 I I 1 I I 1 I I I 1 C I O I O I O I OCOOOOOOOCC I L'- — — — — — — — — — — — — — — — — — — — — SIDEWALL INSULATION: FRAME LINE A INSULATION: 4.00" Thick VRR I 1/2" I I I I I L - - - - - - - L- ------- ENDWALL INSULATION FRAME LINE 5 INSULATION: 4.00" Thick VRR LEGEND: 71'. 11" (1, Length (Rolf] #) Floj3a Building Code Online ' 1„ , Page 1 of 2 PERMIT 16 ss : Professional Regulation aCLS Home lop In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC SbH BCIS Site Map Unks Search b a r Product Approval USER: Public User Product Approyal Menu > Product or Application Search > Application LIST > Application De3ail O r r i FL * FL15868-RI Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Republic Doors and Frames Address/Phone/Email 155 Republic Dr. McKenzie, TN 38201 731) 352-1976 stevenh@Republicdoor.com Authorized Signature Hugueley Steven stevenh@Republicdoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Intertek Testing Services NA, Inc. Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Florida Licensed Professional Engineer or Architect FI I S868 RI Fnauv ASTM E 1996 Eauivalency Letter SS odf Method 1 Option A http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquegl%2bT71%... 7/14/2017 F-irida Building Code Online Page 2 of 2 Date Submitted 07/28/2015 Date Validated 08/05/2015 Date Pending FBC Approval Date Approved 08/11/2015 Summary of Products t FL 9 Model, Number or Name Description 15868.1 Republic DL Series Door and ME DL428 Steel Flush Door Series Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15868 R1 C CAC ATM Republic DL4 Single 114 odf Approved for use outside HVHZ: Yes FL15868 R1 C CAC Republic DL Series Door and ME Impact Resistant: Yes Series Frames - Windstorm Resistant - ATM Ddf Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: Please refer to Installation instructions, RDF012, and 12/21/2018 evaluation report, PER 3675, for further limitations of use. Installation Instructions FL15868 R1 Il RDF012 SS 701 S-n7-31 odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FLISS68 RI AE PER3675 SS 2015-07-31 odf Created by Independent Third Party: Yes 115868.2 I Republic DL Series Door and ME I DL418 Steel Flush Door for HVHZ Fram Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Please refer to installation instructions, RDF014, and evaluation report, PER 3867, for further limitations of use. Certification Agency Certificate FL15868 R1 C CAC ATM Republic 60 PSF Assembly odf Quality Assurance Contract Expiration Date 12/31/2018 Installation Instructions F1.15868 R1 M RDFD14 SS 2015-07-31 pdf Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15868 RI AE PER3867 SS 2015-07-31 odf Created by Independent Third Party: Yes Back Neat Contact Ifs :: 2601 Blair Stone Road. Tallahassee 32399 Phone, 850.487.18 4 The State of Florida Is an WEED employer, Copyright 2007-2013 State of Florida. ;: Privacy Statement :; Accessibility Statement :: gerund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, Z012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credii Card Sate http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqueq 1 %2bT71 %. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF #1/16 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION INFORMATIONAND ANCHOR LAYOUTS ON JAMBS AND SILL, REFER TO SHEET 6. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 & GROUT CONFORMS TO ASTM C 476. GROUT SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. REPUBLIC DOORS AND FRAMES DL418 STEEL FLUSH DOOR GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE,EXCLUDING HVHZ. ASTM E330-02 ASTM E1886-02105 ASTM E2996-03108 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X OR 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT FOR NON-HVHZ AREA. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. FRAME MATERIAL: STEEL 16 GA. (0.053") MIN. FY MIN. 45.7 KSI 7. DOOR MATERIAL: STEEL IS GA. (0.04S") MIN. FY MIN. 43.9 KSI S. DESIGNATIONS X" STANDS FOR THE FOLLOWING: X. OPERABLE PANEL 9. STEEL COMPONENTS SHALL BE COATED OR PROVIDED WITH CORROSION RESISTANCE PROTECTION IN CONFORMANCE WITH THE MATERIAL PROTECTION PROVISIONS OF THE CURRENT FBC. 10.ALTERNATE LOCKING AND OPERATING HARDWARE MAY BE USED SUCH THEY ARE CURRENTLY APPROVED UNDER A SEPARATE APPROVAL. INSTALLATION SHALL MAINTAIN THE MINIMUM REQUIREMENTS & LIMITATIONS OF USE OF THE SEPARATE COMPONENT APPROVAL AND THE DETAILS HEREIN. THE LESSER DESIGN PRESSURE AND RATING OF THE COMPONENT APPROVAL AND APPROVAL HEREIN SHALL GOVERN. DESIGN PRESSURE RATING O.A. SIZE/ CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 100" X 98" 60/-60 PSF XX) W/O WATER SMALL & LARGE MISSILEIMPACT 52 X 9B 60/-60 PSF X) INFILTRATION RATED 40" X 86" 114/-114 PSF X) STEEL DOOR CONSTRUCTION: THE OVERALL PANEL THICKNESS IS 13/4 INCH THICK. THE DOOR HINGE AND LOCK CHANNELS ARE 0.620" LEG X 1.677" WIDE X 0.062" LEG X 94.875" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL. THE DOOR TOP AND BOTTOM END CHANNELS ARE 0.620" LEG X 1.677"WIDE X 0.62"LEG X 47.5631, AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL. THE DOOR SKINS / FACE SHEETS ARE CONSTRUCTED OF 18 GAUGE (0.045") COLD -ROLLED STEEL AND ATTACHED TO THE END, HINGE AND LOCK CHANNELS. THE DOOR CORE IS CONSTRUCTED OF TYPE 99-0-3/4 KRAFT PAPER HONEYCOMB CORE AND ATTACHED TO THE FACES WITH GLUE. THE DOOR HINGE REINFORCEMENTS ARE 1.375" WIDE X 4.5" LONG X 0.132" THICK AND ARE CONSTRUCTED FROM 9 GAUGE (0.132") COLD -ROLLED STEEL. THE MORTISE DOOR LOCK REINFORCEMENTS ARE 1,677" X 6" X 14" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE SURFACE BOLT REINFORCEMENTS ARE 1.677" X 6" X 18" AND ARE CONSTRUCTED FROM 14 GAUGE 0.072") FORMED STEEL. THE RIM EXIT REINFORCEMENTS ARE 1.677" X V. X 14" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE SVR LOCK REINFORCEMENTS ARE 1.677" X 6" X 93.625" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE CLOSER REINFORCEMENTS ARE 1.677" X 6" X 18" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL. THE DEAD LOCK REINFORCEMENTS ARE 3" X 2.5" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL. THE CYLINDRICAL LOCK REINFORCEMENTS ARE 3" X 2.5" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL. THE DOOR SURFACE BOLTS ARE IVES MODEL 360 SURFACE BOLTS LOCATED AT THE TOP AND BOTTOM MEETING EDGE CORNER OF THE INACTIVE LEAF. FRAME CONSTRUCTION: THE DOOR FRAMES ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL. THE CORNERS ARE MITERED KNOCK DOWN MECHANICALLY FASTENED. THE DOOR FRAME CORNER REINFORCEMENTS ARE KNOCK DOWN. THE DOOR FRAME HINGES ARE S. PARKER 4.5" X 4.5" X 0.134" FULL MORTISE BUTT -TYPE STANDARD WEIGHT HINGES. THE DOOR FRAME HINGE REINFORCEMENTS ARE 7.50" LONG X 1.625" WIDE AND ARE CONSTRUCTED OF 9 GAUGE (0.132" MIN.) COLD -ROLLED STEEL. THE DOOR FRAME HEADER SLEEVE REINFORCEMENTS ARE 5.6875" X 96" AND ARE CONSTRUCTED OF 14 GAUGE (0.072") FORMED STEEL. THE DOOR FRAME BASE ANCHORS ARE 1.875" X 1.875" AND ARE CONSTRUCTED OF 16 GAUGE (0.053") FORMED STEEL. THE DOORFRAME MULLION REINFORCEMENTS ARE 5/8" BAR STOCK 4.0" X 1.511. THE DOORFRAME SURFACE BOLT REINFORCEMENTS ARE 1.5" X 1.5" 3 GAUGE STEEL ANGLES. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 SURFACE VERTICAL ROD ELEVATIONS & DETAILS 3 RIM EXIT DEVICE ELEVATIONS & DETAILS 4 CYLINDRICAL W/ DEADLOCK ELEVATIONS & DETAILS 5 MORTISE LOCK ELEVATIONS & DETAILS 6 ANCHORLAYOUT 7 VERTICAL SECTIONS B HORIZONTAL SECTIONS 9 CORNER ASSEMBLIES & COMPONENTS 10 BILL OF MATERIALS 11 COMPONENTS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.07.31 13:51:27-04'00' WHERE WATER INFILTRATION IS REQUIRED, UNIT SHALL BE INSTALLED AT A LOCATION PROTECTED BY AN OVERHANG SUCH THAT THE OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS > 1 PONli1lOc doors • frames 155 REPUBLIC DRIVE MCKENZIE. TN 38201 PH:( B00)799.3667 FX:(731)352.2556 Y CIO MZ#$ m Z 0u Wv 3 -1 ED Z CO m IC Z N Z 5 Q H HL] COV C LQ m LU A3 1 LU N Q N o A CD co mL+ Z H Z CL o LUVJH a o NV VU_ W LU w LU M UX a a ty j . a CD T o m °L Co Z - 1n Q Zti Y= qC V V) DWG #: RDF012 SHEET: 1 OF 11 91 A U HE UNIT WIDTH TYPICAL HINGE LOCATIONS 2.00" 48.00" MAX. 48.00" MAX. PANEL WIDTH PANEL WIDTH 2 4 4 2 9 6 6 9(9 96.00" 30.50"* 9 I 7 I MAX. ) 6C 6D I 9 6 PANEL 56.00"* HEIGHT ACTIVE ACTIVE 81.50"* K I II8 I.00" 9B I 6D I -- RmlAX. NIT' 1 9 GHT T Q M J I 8 8 B 8 I 8D I 20 8D 6B T68- ----- ----- -- - v ELEVATION DOUBLE SURFACE VERTICAL ROD OUTSWING DOOR - INTERIOR VIEW) EXTERIOR INTERIOR` EXTERIOR i DETAIL A 52.00" MAX. UNIT WIDTH 00" MAX. 2.00" *TYPICAL HINGE LOCATIONS 2.00" 48.2.00" n PANEL WIDTH 01 000 7 9E N UI HE; 961 30.50"* / MAX. OO — PANEL 56.00"* HEIGHT I ACTIVE ELEVATION SINGLE SURFACE VERTICAL ROD OUTSWING DOOR - INTERIOR VIEW) GROUT FILLED GROUT FILLED INTERIOR J/— DETAIL C Lis fm EXTERIOR INTERIOR 12 HINGE SCREWS 12 !8 6C !0 19 EXTERIOR DETAIL B ee INTERIOR 1\ 19 !0"6D L 9D LOCK STILE EXTERIOR DFTAIL C M Republic doors -frames 155 REPUBLIC DRIVE MCKENZIE.TN 38201 PH: (800)799-3667 FX:(731)352.2556 O co MM n q O-i CC Z#S n a uo H > M o = e LLL WNJ>Z w o IQV kbm< Wu j: m w ZHtD m Q< N LL > O w a pZQ a zHn d. 00 IxwU)W a mLLjn a wa0 w Q 40 Ico V) Z O Z p H a cc LLJ V) Lu L% Az N Z Swc o mac mZw_1u) QaA Zti Z V V) DWG #: RDF012 SHEET: 2 OF 11 TYPICAL HINGE LOCATIONS 98.00" MAX. UNIT HEIGHT 100.00" MAX. UNIT WIDTH 48.00" MAX. 48.00" MAX. „ 2.00 -- PANEL WIDTH r PANEL WIDTH 2.00 822 MULLION CAP W/ (1) 1/4-20 SET SCREW d (4) n/ 1/4 -20 MACHINE SCREWS ELEVATION DOUBLE 4.00" -- HCF 2100 RIM EXIT DEVICE W/ HC822 MULLION OUTSWING DOOR - INTERIOR VIEW) 2.00" Mill1 3.50" HCKR822 MULLION CAP j T - - DETAIL C INTERIOR DETAIL B 3.25" HCF 2100 W/ (4)1/4 - 20 MACHINE j -`i -` HCF 2100 SCREWS - OPTIONAL) -awn HC822 STEEL MULLIONS ASTM-A500 STEEL GRADE B OR HIGHER STRENGTH MATERIAL) W/ (4) f - 20 SS FLAT HEAD SCREWS 1 t II STRIKE W/ (2)1/4 - 20 d (1)10 - 24 MACHINE C SCREW EXTERIOR INTERIOR` r5" 26 2B BF in 9B 14 14 9B n"` FULL LENGTH STEEL MULLION REINFORCEMENT I,_ - 1018 COLD DRAWN - , 2 1/2" X 1 1/2" BAR -I I - 2.00" STOCK • i 11.75" MULLION STEEL BASE W/ 2) 3/8" X 2 1/4' HILTI KWIK BOLT=i 3.03125" EXPANSION ANCHORS W/15/8"EMB CONCRETE 6 (1)1/4/4- 2020 HC822 MULLION DETAIL SET SCREW EXTERIOR i DETAIL B 52.00" MAX. UNIT WIDTH TYPICAL HINGE LOCATIONS 2.00" 48.00" MAX. 2.00" PANEL WI DrH P: 96 00" 30.50"* \lL I / PANEL 56.00"* 9E UI HE; EXTERIOR i DETAIL C ACTIVE ELEVATION SINGLE RIM EXIT DEVICE OUTSWING DOOR - INTERIOR VIEW) INTERIOR DETAIL D HCF 2100 EXTERIOR INTERIOR HINGE SCREWS ttt 19 10 66D rL 9D — LOCK STILE EXTERIOR DETAIL D I - bmm oomon doors - frames 155 REPUBLIC CRIVE MCKENZIE, TN 38201 PH:( B00)?"-3667 FX:(731)352-2556 O z 00 O Zo F-•1 > M Lu J u' H U oWv wwo a v,mu Zco14 F— I— Z Q a m LLl IS a 0 M w H Q 0 ca a Nye u a F- 0 to oD Z 1 N o 3ti vZ DWG #: SHEET: F012 3 oF11 91 N U HE UNIT WIDTH TYPICAL HINGE LOCATIONS 2.00" 48.00" MAX. 48.00" MAX. PANEL WIDTH PANEL WIDTH 2 4 g 4 2 f Z 96.00" 30.50"* 9 9 6 7 I 6 9 9 MAX. 1 eD PANEL 56.00" HEIGHT ACTIVE R INACTIVE II 81.50" 8 23 I 1.00" I iAX. 1iNIT 6D[ GHT T Q M J 8 8 8 8 i IIII 20 i B I 66 6B ELEVATION DOUBLE CYLINDRICAL LOCK WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) DETAIL C INTERIOR EXTERIOR INTERIOR EXTERIOR / DETAIL B 11CrATI e Rcpubuc 52.00" MAX. doors' frames UNIT WIDTH TYPICAL HINGE LOCATIONS " 48.00" MAX. „ Z.00 2.00 PANEL WIDTH 2.00 2 q 155 REPUBLIC DRIVE MCKENZIE, TN 38201 5.0011" PH: (800) 799-3667 FX: p31) 352-2556 7-- Q N UI V`SNIIP L HE: 3 8 8 8 961 30.50"" / MAX. ( — PANEL 56.00"* HEIGHT I ACTIVE ELEVATION SINGLE CYLINDRICAL LOCK WITH DEADBOLT OUTSWING DOOR - INTERIOR VIEW) GROUT FILLED GROUT FILLED INTERIOR DETAIL D EXTERIOR INTERIOR` 12 HINGE SCREWS 12 IB v vv / EXTERIOR / DETAIL C INTERIOR``. EXTERIOR i i DETAIL D ct O Y O p J 00 M vk Y Q n c. 0 u-3a Ou o-c Wu vpHp T tzcaZQL F- of ZW Wa Q H HnZ a rn 00 W -' L' mLLip w W ao a0M Q 0 m v J Z O Z V H cc W Lu ix 40 y \\Z ~ 1 , 00 a LU o cc X °D Z - 3 Lr) Q Z ti _= ccZ DWG #: ROF012 SHEET: 4 of 11 91 h U HE AIM •• . V TYPICAL HINGE LOCATIONS 2 00" UNIT WIDTH 48,00" MAX. 48.00" MAX. PANEL WIDTH PANEL WIDTH 2 4 g 4 2 Z H 6 7Fli 6 9 96.00" 30.50"* 9 MAX. ) 6C 9 6 PANEL 56.00"* 6D HEIGHT ACTIVE INACTIVE 81.50"* 1 I B - mil I 1.001, 22 SAX. I NIT e IGHT r—T'v Q M J i B 8 8 B 20 6D I g 6B ELEVATION DOUBLE MORTISE LOCK WITH DEADLOCK OUTSWING DOOR -INTERIOR VIEW) DETAIL D INTERIOR DETAIL C 4-1_m t INTERIOR`\ EXTERIOR /// DETAIL C 52.00" MAX. UNIT WIDTH TYPICAL HINGE LOCATIONS " 48.00" MAX. „ 2.00 2.00 PANEL WIDTH 2.00 2 4 J 9E UI S P L HE; 3 8 B 8 rr it TAITCDTAD``\_ EXTERIOR / DETAIL D 96.00" 30.50"* \'/ MAX. 1O— PANEL 56.00"* HEIGHT I ACTIVE ELEVATION SINGLE MORTISE LOCK WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) INTERIOR /— DETAIL E i IY MI i 'Y Itpubllo doors -frames 155 REPUBLIC DRIVE MCKENZIE, TN 3B201 PH: (800) 799-3667 FX: (731) 352-2556 CL 0 O Z#a N > V) iLWL1 O11.4 u' 1 o uW LuO'0 Lu j; co1-4Z co m H LI) V) p o Lu ozQ J Q ZO00DC 0!5 0 Ci H Q mWn c Lo o Lu o Q 40 m EXTERIOR O INTERIOR HINGE SCREWS i' 1 0 O 14 \ 1 i Ln ::(j Q 1 19 10 6D 9D O m a Lu ot coLOCKSTILEiofZY = C F- EXTERIOR // Q ti Z DWG #. DETAIL E RbF012 SHEET, 5 o f 11 100.00" MAX. 4.00" MAX. FROM UNIT WIDTH CORNER TYP 98.00" 22.50" MAX. MAX, UNIT O.C. HEIGHT FIVE (5) 3/8" DYNABOLT SLEEVE ANCHORS OR FIVE (5) 3/16" WIRE ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING FOR MASONRY SUBSTRATE SINGLE DOOR SIMILAR 1 4.00" r 1 DETAIL W8.50'FROM CORNER TYP EXTERIOR 2.5" MIN. EDGE DISTANCE 3000 PSI MIN. CONCRETE TWO (2) 3/16" ITW T NOTE: JAMB CORNER BASE PLATE IS ONLY USED FOR NEW CONSTRUCTION AND IS NOT POSSIBLE FOR EXISTING CONSTRUCTION. IN LIEU OF BASE PLATE ANCHORS ADD ONE (1) ADDITIONAL 3/8" DYNABOLT SLEEVE ANCHOR INTO MASONRY OR 3/8" LAG BOLT INTO WOOD SUBSTRATE ON JAMBS FOR EXISTING CONSTRUCTION. WELDED -ON BASE ANCHOR DETAIL W JAMB CORNER BASE PLATE ADDITIONAL BOLT IN LIEU OF BASE PLATE FOR EXISTING CONSTRUCTION ONLY SEE NOTE BELOW DETAIL "W") 12" MAX. 6.00" MAX. O.C. TYP. FROM CORNER TYP SILL 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 11/4" MIN. EMBEDMENT 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 1 1/4" MIN. EMBEDMENT VINYL BULB (PEMKO 588) PEMKO 2001 THRESHOLD I 4 5.00" INTERIOR 0.50" 1.25" MIN. EMBEDMENT I THRESHOLD DETAIL (SILL) Fv : 9860 PSI 3/16" DIA. WIRE (STEEL ASTM-A653) — x 8-3/4"LONG WIRE MASONRY ANCHOR APPLICATION MINIMUM CONCRETE STRENGTH AT SILL AND JAMB: 2700 PSI. FOR NEW CONSTRUCTION ONLY) WIRE ANCHOR LENGTH 8.75" 100.00" MAX. 4.00" MAX. FROM UNIT WIDTH CORNER TYP 18.00" MAX. 98.00" O.C. 2.2511 MIN. MAX. UNIT SIX (6) 3/8" LAG BOLT HEIGHT ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING FOR WOOD SUBSTRATE SINGLE DOOR SIMILAR) ADDITIONAL BOLT IN LIEU OF 4.00" BASE PLATE FOR EXISTING CONSTRUCTION ONLY 1 (SEE NOTE BELOW DETAIL "W") 1 8.00" FRO DETAIL W CORNER TYP 12" MAX. 6.00" MAX. O.C. TYP. FROM CORNER TYP SILL #12 WOOD SCREW INSTALLATION ANCHOR W/ 1 1/2" MIN. EMBEDMENT ME PREPARED OPENING CHANNEL ANCHOR MINIMUM CONCRETE STRENGTH AT SILL AND JAMB: 3000 PSI. FOR USE WITH 3/8" X 5" DYNA SLEEVE BY REDHEAD/ITW MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) 6 S'_ --- REINFORCING BAR AS REQUIRED BY CODE TWIST -IN PREPARED PIPE ANCHORS TACK WELDED INTO PLACE FOR USE WITH 3/8" X 5" DYNA SLEEVE BY REDHEAD/ITW MUM. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) 6 STEEL REINFORCING BAR AS REQUIRED BY CODE Impcblic doors • frames 155 REPUBLIC DRIVE MCKENZIE,TN 38201 PH:(800)799-3667 FX:(731)352-2556 M 0Hoo d = CL 1jL j GWtj W m c uj ZQcc Hwzw QQH n Z00Ot am H Ill A3 1 Lu ao Cam- M Q 0 Im V) Z 0Z H a W U IX LU 10 ODD a d ANCHOR OPTIONS co PI_ ZIY zVu) DWG #: R D F012MIN. 200D PSI GROUT FILLED (SEE SHEET: 6 Of 11INSTALLATIONNOTE9, SHEET 1) A STEEL REINFORCING BAR AS REQUIRED BY CODE EXTERIOR 8D DEVICE HEAD COVER & PUSH BAR INTERIOR INTERIORI EXTERIOR 98.00" MAX. UNIT HEIGHT n 1/4" ITW WITH 1.25" MIN. EMBEDMENT INTO CONCRETE VERTICAL SECTION (-F-- VERTICAL ROD INTERIOR 98.00" MAX. UNIT HEIGHT 98.00" MAX. UNIT HEIGHT 1/4" ITW WITH 1.25" MIN. EMBEDMENT INTO CONCRETE VERTICAL SECTION rG-- VERTICAL SECTION RIM EXIT DEVICE CYLINDRICAL LOCK WITH DEADLOCK 98.00" MAX. UNIT HEIGHT 1/4" ITW WITH 1.25" MIN. EMBEDMENT INTO CONCRETE VERTICAL SECTION MORTISE LOCK WITH DEADLOCK Impinblic doors -frames 155 REPUBLIC DRIVE MCKENZIE.TN 38201 PH: (800) 799-3667 FCC: (731) 352-2556 ix 00 0 13 U) Z Z C M V) 0 a LL. N Q ic 3LLJa W co Zd¢ m H HFF-- V) ix Lu ZH W JQZ a 00 ix Ln F-' W'3 Go d0 dF M 00 wwom mZ _jU) 3. ti Y= v Z DWG #: RDF012 SHEET: 7 of 11 HORIZONTAL SECTION JAMB - CONCRETE/MASONRY WIRE ANCHOR 3.00" MIN. EMBEDMENT 3/8" X 5" 0.75" MIN. LAG BOLT EDGE DISTANCE HORIZONTAL SECTION 8 JAMB - 2X WOOD FRAME 3/8" X 6" LAG BOLT 3.00" MIN. EMBEDMENT _---_1 3/8" X 5" 0.75" MIN. LAG BOLT EDGE T DISTANCE HORIZONTAL SECTION 8 JAMB - 2X WOOD FRAME 3/8" X 6" LAG BOLT 3.00" MIN. EMBEDMENT I 3/8" X 5" 0.75" MIN. LAG BOLT EDGE DISTANCE HORIZONTAL SECTION JAMB - 2X WOOD FRAME 3/8" X 6" LAG BOLT INTERIOR HORIZONTAL SECTION 8 MORTISE LOCK WITH DEADLOCK INTERIOR R HORIZONTAL SECTION 8 CYLINDRICAL LOCK WITH DEADLOCK ACTIVt N HORIZONTAL SECTION INACTIVE 8 RIM EXIT DEVICE INTERIOR ACTIVE K HORIZONTAL SECTION INACTIVE 8 SURFACE VERTICAL ROD CONCRETE/ GROUT FILLED MASONRY SEE INSTALLATION NOTE 9,SHEET 1) WIRE ANCHOR SEE SHEET 6 A 9 FOR DETAILS) REINFORCING REBAR AS REQUIRED BY CODE HORIZONTAL SECTION JAMB - CONCRETE/MASONRYAU Y WIRE ANCHOR 2.25" MIN. 2.00" MIN. EMBEDMENT CONCRETE/ EDGE DISTANCE GROUT FILLED 1 MASONRY SEE INSTALLATION NOTE 9,SHEET 1) ITW/RED HEAD DYNABOLT SLEEVE 6C 18 12 EXPANSION S HORIZONTAL SECTION BOLT 8 JAMB - CONCRETE/MASONRY EXPANSION BOLT WITH PIPE AND STRAP 2.25" MIN. 2.00" MIN. EMBEDMENT CONCRETE/ EDGE GROUT FILLED DISTANCE 1 % ; .' , MASONRY 19 10 SEE INSTALLATION NOTE 9,SHEET 1) y.;, .. 3/811 X 5116io(t•:.+ti fit` ITW/RED i'°"' s'a`''' HEAD r : .. DYNA BOLT SLEEVE EXPANSION p HORIZONTAL SECTION BOLT 8 JAMB - CONCRETE/MASONRY EXPANSION BOLT W/ PIPE AND STRAP 2,25" MIN, EDGE 2.00" MIN. EMBEDMENT DISTANCE CONCRETE/ 3/8" X 5" ITW/ GROUT FILLED 1 MASONRY RED HEAD J; i '' SEE INSTALLATION DYNABOLT el rL NOTE 9,SHEET 1) L HORIZONTAL SECTION 8 JAMB - CONCRETE/MASONRY EXPANSION BOLT W/ PIPE AND STRAP Repoh e doors -frames 155 REPUBLIC DRIVE MCKENZIE,iN 39201 PH:(800)799-3667 FX:(731)352-2556 ot o 0 Oo z Z# N Q ca u j owQ W z 0 co C°w Z 1-4wIc m N co IL p CC pZQ H Z 0- W 10m 1 M 0 m DWG #: RDF012 SHEET: g of 11 4Pm P oI I srlx 16 GAGE 5 3/4" DEPTH FRAME WITH MITERED CORNER CONSTRUCTION WITH FOUR INTEGRAL TABS WHICH INTERLOCK THE JAMBS TO THE HEAD A rTA II \/ 2 14,13" --J.' v 6.08" DOOR FRAME 14 GAUGE STEEL REINFORCING EDGE PLATE AT LOCK STRIKE LOCATION DETAIL X LOCK REINFORCEMENT WIRE ANCHOR DETAIL 3/16" DIA. WIRE (STEEL ASTM-A653) 8-3/4"LONG WIRE MASONRY ANCHOR APPLICATION MINIMUM GROUT STRENGTH: 2000 PSI. 4) DIMPLE BURR SIDE FOR 0.250 0.046±0.003 AND 0.375 DIA. HOLES SECTION A -A 9GA 0.033 HEIGHT OF PROJECTION 122 ±.002 SPOTS 5/16" (A TYP TOP MUST BE FLAT 5 5/8" 5 5/8" — 31/32" 4) DIMPLE - 0.0460.003 GAGE EDGE- 11/4 I I, 5/16 r 5/16 1 5/8 3/16 DETAIL Z HINGE REINFORCEMENT 2.045 Z1.023 Republic- 3/16 343 1.336 r--- 2.673 -+ 13/8 4It 7 1/2 R 3/16 (4) TYP. 11/4 625 0.250 MIN Republic doors -frames 155 REPUBLIC DRIVE MCKENZIE.TN 38201 PH:(800)799.3667 FX:(731)352-2556 0017) n C) •ts ti W Zo V)nU) V) M Z- W 126 LL_ LI) N Z q = 00 o UJ v LU am Uj r LU D H N °0 V)Zv ZH at L!J _1 q Z 00 Q o "C V d Ca CL ' M H q 0 m V) Z OZ H a ixo G ........, tiL LL 00 LU Z q Z ti == Q Z o o Ln DWG #: RDF012 SHEET: 9 OF 11 BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 96" X 5.75" DOUBLE SWING JAMB PAIR OR SINGLE JAMB 0.053" STEEL REPUBLIC DOOR 6 FRAMES 2 96" X 5.75" FACE DOUBLE OPENING HEADER 0.053" STEEL REPUBLIC DOOR & FRAMES 2A 52" X 5.75" SINGLE DOOR HEADER 0.053" STEEL REPUBLIC DOOR & FRAMES 3 HINGE REINFORCING FRAME 0.132" STEEL REPUBLIC DOOR 6 FRAMES 4 HEADER SLEEVE REINFORCEMENT 14 GA. (.072") X 5.6875" X FULL LENGTH HEADER 0.072" STEEL REPUBLIC DOOR d FRAMES 5 BASE ANCHOR 1.875" X 1.875" 0.053" STEEL REPUBLIC DOOR & FRAMES 6A TOP CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL LENGTH DOOR PANEL WIDTH 0.053" STEEL REPUBLIC DOOR & FRAMES 68 BOTTOM CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL LENGTH OF DOOR PANEL WIDTH 0.053" STEEL REPUBLIC DOOR 6 FRAMES 6C HINGE CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL DOOR HEIGHT 0.053" STEEL REPUBLIC DOOR & FRAMES 6D LOCK CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL DOOR HEIGHT 0.053" STEEL REPUBLIC DOOR 6 FRAMES 7 NOT USED BA DORMA ML9953D OR SCHLAGE L900 MORTISE LOCK W/ DEADBOLT STEEL DORMA BB DORMA CL753D OR SCHLAGE ND SERIES STANDARD LATCH STEEL DORMA BC DORMA DB660D DEADLOCK STEEL DORMA 8D HCF SURFACE VERTICAL ROD W/ PANIC DEVICE 2200 STEEL PRECISION BE IVES MODEL 360 SURFACE BOLTS STEEL IVES BF HCF RIM PANIC DEVICE 2100 (W/ HC822 MULLION DOUBLE DOOR) STEEL PRECISION 9A CONTINUOUS HARDWARE REINF. 14 GA. (0.072")1.677" X 6" X DOOR HEIGHT -11") 0.072" STEEL REPUBLIC DOOR 6 FRAMES 98 EXIT DEVICE REINFORCEMENT 14 GA. (0.072")1.677" X 5.313" X 14" 0.072" STEEL REPUBLIC DOOR S FRAMES 9D FRAME STRIKE REINFORCEMENT PLATE 14 GA. ANSI/ASA 4.875 0.072" STEEL REPUBLIC DOOR & FRAMES 9E CLOSER REINFORCEMENT 14 GA. (0.072") X 1.677" X 6" X 18" 0.072" STEEL REPUBLIC DOOR & FRAMES 10 DOOR SKINS FY=43.9 KSI MIN. 0.045"STEEL REPUBLIC DOOR S FRAMES 11 PEMKO 2001 THRESHOLD ALUMINUM PEMKO 12 DOOR HINGE REINFORCEMENT 9 GA. (0.132") X 7.5" X 1.625" 0.132" STEEL REPUBLIC DOOR & FRAMES 13 ANCHORS (SEE SHEET 5) 3/8" LAG BOLT, 3/8" DYNABOLT ITW/RED HEAD 6 1/4" ITW VARIES ITW / RED HEAD 14 PEMKO S88 WEATHERSTRIP VINYL BULB PEMKO 15 ALL PURPOSE SILICONE CAULK SILICONE 16 INACTIVE LEAF ASTRAGAL 14 GA. (0.072") X 1.7" X FULL DOOR HEIGHT 0.072" STEEL REPUBLIC DOORS FRAMES 17 CUT OUT REINFORCEMENT 0.053" STEEL REPUBLIC DOORS FRAMES 18 41/2" X 41/2" X .134" THICK BALL BEARING TEMPLATE BUTT HINGES S. PARKER 19 HONEYCOMB CORE TYPE 99-0-3/4 (STEEL STIFF., POLY OPT.) REPUBLIC DOOR S FRAMES 20 SURFACE BOLT ANGLE REINFORCEMENT 7 GAUGE 0.175" STEEL ROCKWOOD 21 REESE 353A ALUMINUM DRIP CAP ALLOY 6063-T5 REESE 22 MORTISE LOCK REINFORCEMENT 14 GAUGE X 1.677" X 5.313" X 1411 0.072"STEEL REPUBLIC DOOR S FRAMES 23 DEAD LOCK REINFORCEMENT 16 GAUGE X 3" X 3" 0,053" STEEL REPUBLIC DOOR S FRAMES 24 CYLINDRICAL LOCK REINFORCEMENT 16 GAUGE X 3" X 2.5" 0,053" STEEL REPUBLIC DOOR S FRAMES 25 MULLION 2" X 3" PRECISION HC822 (A-500 GRADE B) STEEL PRECISION 26 MULLION REINFORCEMENT 1.5" X 2.5" (FULL LENGTH) STEEL PRECISION 1l lic doors -frames 155 REPUBLIC DRIVE MCKENZIE,TN 38201 PH:(B00)799.3667 M (731)352-2556 O 00 m 4 o z#g CA Z p= x u uj Z OQu J a QC9m Lu 1.4 0 1 H t jj Z N 3A3 a n CO CL CO i ch Im V) Z O Z U O H v W ai w 0 LL: V 3 o m oe m Z V t Z DWG #: ROF012 SHEET: 100F 11 N 9 OJAMB FRAME h 2.588 ---4 0.625 Q2A HEADER FRAME 2.25 5.75 6A 6B 6C 6D CHANNELS 8E 4 2.588 1 - 2.25 - j E625 5.75 IVES 360 SURFACE BOLT 1.677 0.62 # 14 MACHINE SCREWS @9S REINFORCEMENTS Imo--- 6 I 1.677 1 I 2.33" 1 12.00" PEMKO 2100 THRESHOLD 9INACTIVE LEAF ASTRAGAL 5 1.75 r 3.25 1.013 5 14 .11-1 1.7 L = FULL DOOR HEIGHT REESE 353A DRIP CAP 25 HC822 STEEL MULLION 0.75 " j.-- 2.00" 1_-- (ASTM A-500) I NOTE: ALL DIMENSIONS 3.00" F:ll GA. SHOWN ARE IN INCHES. 1.750 1 _ J— 0.51— VINYL REESE 353A ALUMINUM DRIP CAP WITH VINYL FLAP AT HEADER ALLOY 6063-T5) MULLION. 9A REINFORCEMENT 1.156 1-1 5.679 1.626 5.75 6.358 - 6.5 5.679 1: 99 Impublic doors -frames 155 REPUBLIC DRIVE MCKENZIE,TN 38201 PH:(800)799-3667 FX:(731)352-2556 O 0'° D Z# V) V) a=EL O O ao w W 00 j; D mW H N co; w ADz a ti5 0 m INCa 1 00 r n w 00 0. M d Q Ico V) Z O Z L O H 6 W V) x ' Lou O co oq 3 DWG #: W Z In ti =_ z c1 RDF012 SHEET: 110F 11 Revision Response to Comments Permit # 2-9 S Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov 10 r Project Address: GIGO VI - fft yjL6LK-'V- 'ZoLAf Y) 2WO".4 I Wquw Contact: &wk 44 00L Ph: 3' " 5 k5 Fax: Email: Trades encompassed in revision: WBuilding General description of revision: Sek - "t NIW104 R4As Plumbing iElectrical P Mechanical 1 0—L-ife Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals Via) Tom Davis Construction, Inc. 515 Distribution Drive on date Melbourne, FL 32904 321) 724-5445 pgs Fax to: (321) 727-8509 FAX State Cert. No. CGC042110 Email tdcibob@outlook.com TRANSMITTAL TO: d Date: Vltil (7' Re: Attention: t q c 6oq A1eDoOZE Wq. Message: f&I IUUbICJ 3 ter:n 6(ti ' VK LCA-n SUO fUf--V-N. rw+gCY1. 2S0I l — 1 goor V- 0 D CCity of 'Sanford Building and Fire Prevention Product Approval Specification Form Permit # / % - v %f 7 Project- Locat:iorK Address_ WAD •, Wo" * tqv B& 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-g.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 /'Surbcategory Manufacturer Product DescOption Florida Approval # include decimal. 1. Exterior Doors Swinging t,iz, VM6 n iO Lfi. Wbbb.4,1 Sliding Sectional Roll Up rjLarjfa_ kW114, VOLL,-L)e VI, CLIP,- Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # f ircctudingdecimal 3." Panel'Walls Siding k s33s Soffits Storefronts Curtain Walls WaU Louver Glass. block Membrane Greenhouse E. P.S Composite Panels Other 4.. Roofin _;Pxoducts A- shaltShingles Underla: ,ments Roofing fasteners Nonstructural Metal Roofing S GA S3 3 F Wood Shakes and Shingles Roofing tiles Roofing, Insulation Waterproofing Built up roofing System Vodified. Bitumen Single Rly; Reef Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied. Roofing S tears Roof Tile, adhesive Spray Applied Polyurethane Roofing E. P. S: Roof Panels Roof Vejats Other June 201. 4, Category, Subcategory Manufacturer Product. Descri Bioa Florida Approval # indude decimal), 5, Shutters. Accordion Bahama Colonial Roll u E ui - n-mt Other S.'.Sk li hts Sky'Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates. Engineered Lumber Railing Coolers/Freezers Concrete Admixtures P,recast Lintels Insulation=Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name" Please Print) June 2014 Florida Building Code Online F- l TS Page 1 of 1 PERMITBusiness & Professional RepWation ll Z - tic SOS Home log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications FBC Staff Bets Site Map units Search d.00r a Product Approval USER: Public User Product approval Menu > Produ[t or 400liralion Search > AppfimUon ILIA OFFICE rt Search Criteria Refine Search Code Version 2014 FL# 5346.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications ELA Tvoe Manufacturer Validated By Status FL5346-R3 Revision Vulcan Steel Structures, Inc. Locke Bowden Approved History FL*: FL5346.1 334) 300-1800 Model: PBR Roof panel Description: 26 Ga. PBR Roof Panel over open framing Non-HVHZ Category: Structural Components Subcategory: Roof Deck Approved by DBPR. Approvals by DBPR Shall be reviewed and ratified by the POC and/or the CommisSlon If necessary. Contact Us :: 2601 Blau Stone Road. Tallahassee FL 32399 phone: 850-487-LW The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click IIEIL. Product Approval Accepts: WO Ciedit. Card Safe http://www.floridabuilding.ore/t)r/pr_app_lst.aspx 7/14/2017 Florida Building Code Online Page 1 of 2 gulation BCIS Home . Log In User Registration Mot Topics Submit Surdlarge Sots a Facts Pubhtations FBC Staff BCIS Site Map links Search , Iflflp, r 1: Product ApprovalAaUSER: MOW User prudud Aoeroval Menu > Produn or Aool.[aLon Search > AmAirat.on List > Application 00811 FL # FL5346-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Vulcan Steel Structures, Inc. Address/Phone/Email 500 Vulcan Parkway Adel, GA 31620 229)896-7903 Ext231 jeffs@vulcansteel.com Authorized Signature Jeff Spradley jeffs@vulcansteet.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/27/2024 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL5346 R3 COI Letter of Certification -secured.odf Standard Year ASTM E 1592 2005 FM 4471 1992 Method 1 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsHSnAT%2fM... 7/14/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/20/2015 04/24/2015 04/27/2015 06/23/2015 FL At Model, Number or Name Description 5346.1 PBR Roof panel 26 Ga. PBR Roof Panel over open framing Non-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5346 R3 Il PBR Structural Roof Panel NON HVHZ 2014 secured.Ddf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure. +50.OPSF/-165.OPSF Created by Independent Third Party: Yes Other: -45.0 PSF @ 5'-0' o.c. fastener spacing. +50.0 psf Evaluation Reports @ 5'-0" o.c. fastener spacing. -72.5 psf @ 5'-0" o.c. fastener spacing. -165.0 psf @ 2'-0" o.c. fastener spacing. Install per FL5346 R3 AE PBR Structural Roof Panel NON HVHZ 2014 secured.ndf manufacturers details. Not for use in HVHZ Zones. 1 Created by Independent Third Party: Yes Bads Neat Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. 11 you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact $50.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Wj Credit Caid Safe http://www. floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDq sHSnAT%2fM... 7/ 14/2017 I Force Engineering & Testing Inc. 19530 Ramblcwood Dmc Humblc,T\ 77338 Product Evaluation Report VULCAN STEEL STRUCTURES, INC. 26 Ga. PBR Roof Panel over open framing Florida Product Approval # 5346.1 R3 Florida Building Code Z014 Per Rule 61G20-3 Method: i —D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61GZO-3.005(l)(d) NON HVHZ Product Manufacturer: Vulcan Steel Structures, Inc. 500 Vulcan Parkway Adel, GA 31620 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36217 Contents: Evaluation Report Pages 1-4 111111111011 N.0 E. E, y o i, i GEIYS 1 b No. 411 a • STATE_ OF 01 FZ o RI ID CAA • 111111100, FL# 5346.1 R3 April 22, 2015 I{ rrForcegineefinb & Testing Inc. 19530 Ramblmond Drivc Humblc,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. FM 4471-92, Foot Traffic Resistance Test. Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0258T-08, dated 07/22/2008 2. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0300T-11, dated 01/04/2012 3. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0336T-11A, Dated 01/04/2012 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization # ANE ID: 1920) Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to ASTM E 1592-05. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. 1.t1t11rfrll,', V ' 1l. r r Il . AND. 449n L•• ''_ STATE OF oa` AL O R I 1 * srs.araer, t'y: casomm 1 o I+r 1 111 ? 0% FL# 5346.1 R3 April 22, 2015 I Force Engineering & Testing Inc. 19530 Rambicwond Drive Humblc,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3.2, 15D4.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. FM 4471-92, Foot Traffic Resistance Test. Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization q TST-5328) Report No. 155-0258T-08, dated 07/22/2008 2. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0300T-11, dated 01/04/2012 3. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 155-0336T-11A, Dated 01/04/2012 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization q ANE ID: 1920) Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to ASTM E 1592-05, The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. C E N Pb.44l12 STATE OF O.c:.ALORI p' -4, oum FL# 5346.1 R3 April 22, 2015 I Force Engineering & Testing Inc. 19530 Ramblewood Drivc Humblc,TX 77338 Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, and Chapter 16 for structural loading. O v. ' C E N S F n n IVo. 4492 STATE OF ; O.c . AL O K I 4' s.s awes fS • . • Vi CA & FL# 5346.1 R3 April 22, 2015 1 1/4' = VULCAN STEEL STRUCTURES, INC. 26 GA. PBR ROOF PANELS 36' PANEL 12'-12'-12' FASTENER PATTERN 12" 12' 12" 12-14 x 1 1/4' HWH w/ SEALER WASHER PANEL 7'-5'-7'-5"-7' FASTENER PATTERN 5' 7' 5' 7' 12-14 x 1 1/4' HWH w/ SEALER WASHER 1 201 O.C. 7/8 LAP SCREW TAPE SEALANT SLOPES LESS THAN 3:12 1/4-14 X 7/8 LAP SCREW 20 O.C. TAPE SEALANT SLOPES LESS THAN 3:12 Epp d1 F1aeA C.OA age,** • d 1 •' cEl•I ' 2zl 1 L O NAL esraavae r Apri122, 2015 r AGREEMENT BETWEEN OWNER AND DESIGN-BUILDIER 1 . Date of Agree: 2. Parties: 2a. Owner: 2b. D esiign-g.uiitd )Contaracterc S"mb w.. bSs 20+17 Joseph T. Yamin 222 Nob Hill Circle Longwood, EZ 32779-4437 Tom 'Davis JCG4QQ42A10 515 Distribution Dr. Melbourne, FL 32904 321) 724-5445 phone 321) 727-9509 fax tdcibob(6,outlook. com 3. Project: Warehouses for Joe Yamin 2598 W. Airport Blvd. Sanford, FL 32771 4. Scope Of Work: Design -build two (2) 70' wide x 90' long, clear span, Single Slope pre-engineered steel - buildings •with 4vw side cave teight at It' . ABuildings. to beopen 19' I igh for masonry. Roof to be 2j6. gage gAv;a1uaae PBR screw elowrizoof 8heets.VEM—s to-)be26 gage steed &eets, standard -color.. EaohsWilldimg wall lave two-(2)'14' wide x 14' h%Ah, charm operated, roll -up .moors. Warel ioase A will have offices and toilets. Warehouse B is just storage. Roof and sheeted walls to be insulated with 3" vinyl faced insulation. Sitework to include: Site improvements in accordance with the Civil Plans by Robb & Taylor Engineering SoMons 5. Contract Sum: The above to be coarxpleted` m. the sum. of Five PAmdUd`N`in Vy Fite Thovsml&aad 00/ 100 dollars ($595,000.00), as follows: wftV404,1A — 33 O Lf O, wf6. Documents: a. Warehouse A: Architectural Plans entitled "Warehouse A for Joe Yamin" identified as project mumber 4 7486, e 1141 ,30uvw':date i.d# f a ga t, 2047 (Attachment A), b. `Warehouse' B.—ArchitetturAPlans -entitied'Warehouse'B for Joe Yamin7 ide aifiied as P,ro, eota'ber:+l'7-4g6; ;f Ie:l.4A,11b, Cx v er 6atcd 12 ASt, ZR 7 t(A tta't B, c. Civil Plans entitled "Yamin Warehouses" Identified as Project Number 17-010 (Attachment C) 7. Contract Time: Project will be completed within 120 calendar days following receipt of the necessary permits. Paymenft. a. Progress Payments: Owner shall make payments to the Contractor, monthly, as follows: Contractor to present requests for payment to the Owner for payment 10 days thereafter. d s b. Final payment to be made by Owner to the Contractor within 15 days after receipt of final b211iiag: c. Special tequestst.fo r payment will submittedbe. flbir X MetalWaf ffing D",osit (due at the tim fti.builo7ng fs. arft ed% and-Z)LBaldnee for the Mtal'Build ng; (d eat the tune of delivery). 9. Conditions: a. Allowances: The following allowance is included in the Contract Sum: Vermits 3 Oflfl`fla 7b. 'iEzcalusions 1. Any addtaonal-rogWriements by Ahe- Governing Au&onkies,-not addressed here; 2. Anything not specifically shown or mentioned in this agreement; 3. Impact fees; or 4. Site Engineering Fees. 10. Changes: The Scope of Work can be modified by either the Owner or the Contractor by a Change Order to this agreement. 11. Disputes: If the pazt-w- cannetresoNe any dispute that n tWaxise dimfug the cowse of t;onstmtlea, then the matter will be resolved by Arbitration. 12. Insurance: a. ..The Contranbor wiH be responsible lo'ipreMr to the i0wner, +capies ofcAw- mt lCertfficates- of _ General Liability and Workers Compensation insurance coverage. T%1,e Ow9ner w3]1'be respon5ibleo m vi3e Bi1',s 11'71is°k po gcy ro©-PM-tec4 the cornp9eted work from natural disaster or fire. Owner: Contractor: Signature Signature - Joseph. T. Xanxik. Pom,K. Davis. Date' / O r Date: LIMITED POWER OF ATTORNEY APtam Dle Springs; Casselberry,, Lake MaFy, Longwood, Sanford; Seminole County, Winter Springs Date: l ll6l,100 7 I hereby name and appoint: asp 'agent of ir I its 1VAkG1 love 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): 1/ Tllq specificermit a djpliction o ork located at:_Sig W. 49?0L- 09 1"S1; - F Ahvbxp Ft Saran, addhsa) i ! Expiration Date for This Limited Power of Attorney: 31 4Dl License Holder Name: yoojaw6..Gqlva- State License Number Signature of License 1 STATE OF FL 1DA COUNTY OF The fo going instrut6dw was acknledgedbefore me this K da o • 2q0 U, byKOV who-i pas o Hy known to me or o who has produced as identification and who did (di4 not) take an oaft' Notary Seal) TERRIE CARLSON MY COMMISSION 0 FF167430 EXPIRES: DwAnbc 13.2019 OF Rev. 08. 12) 4 '-'t C Signature Print= or type -name Notary Public - State of _ Commission No. My Commission Expires: ifCITY OF SWORD FIRE DEPARTMENT Building & Fire Prevention Division COMMERCIAL PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: a/ Building Permit Application completed, signed and notarized. Application must include correct address and -compiete.parcei .1.0. number. Copy of a contract, signed by the contractor and property owariaer, indicating the documented construction value Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation. exenp2ion issued by the State of Florida (must be submitted with each application if contractor is the applicant}. O N)ft Owner Builder, Statement / Affi&viat Elf owner is apphcama Must be signed in person at the Building Department) LLC's do not qualify for the Owner Builder exception per Florida Statute O Approval letter from sanitary sewer provider (if other than the City of Sanford). O Copy of the onsite sewage disposal system construction permit issued by Seminole County Health De,partment for new eT existing septic systems,, grease intercep ors, etc. (if applicable). D Seminole County Impact Fee Statement. 1y/ Five •(5), sets signed .and sealed building construction plans. iD Two (2) sets signed and sealed site development plans approved by City of Sanford Planning & Development Services Department. O Letter from Planning & Development Services agreeing to submittal of plan without development plan approval. This is at the developer's risk. O Two (2) sets signed and sealed -floor mW roof truss engineering. g/ Completed and signed Statewide Product Approval Specification Form, Two (2) copies of the. manufacturer's installation Enstructibns for the -.following. products: windows,, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and'siding. 001*4 Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). 00 State of Florida Division of Hotel and Restaurant approval (if applicable). 0 014 Florida Depart rent of Environmental Protection Notice of Asbestos Renovation .or Demolition (.if I applicable). 01 'State.offdorida-loti.fication.on'Gas` f:anks(ifapp'1•icab:le). D floodplain development application completed and signed 'if any portion of the property is in a floodNhazardareaasidentifiedonthemostcurrentfloodinsuranceratemap. THE BUILDING CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE. PLAN (Development.. Plan fnefades additional. regyiremeatsy ALI• packing an&aecessibl'e. routes O Accessible parking space(s) and signage details O Accessible entrances Accessible ramps, handrails, guardrails, curb cuts and details Effective: August 1, 2017 Page 1 of 7 All required building exits accessible (not less than 60% if all are not required exits) Areas of rescue assistance ET Accessible signage Fire access Vehicle loading Driving/turning radius Fire hydrant/water supply/post indicator valve (PIV) Location of septic systems (if applicable) 10 Setbacks/,fire separation -(assumed property lines) D -Utility lines;(water,sewer, irrigation O 'Meters and .backflow devices BUILDING PLAN Construction documents shall indicate code edition being applied Page size minimum 11" x 17" Plans to minimum. 1/4" scale All pagps.numbered and labeled Planssigned'/seated.anddated`by-a, FtbridaDesigrrProfcssi.onaCas-applfcabl'e Designer information: name, address, registration # on all pages Reference the currently adopted code editions Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings, 139 mph ultimate design wind speed for risk category 11 buildings and 149 nap7a Vltimate design wind speed Ter6sk category 111-an,d'IV'buildbngs Ultimate design wind .speed (Vult) Nominal design wind.speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design windy pressures in terms of psf Sarum, al Calculations, if necessary, Threshold Inspection Plans, (for threshold. buildings) All areas dimensioned and use noted Corridors Shafts and elevator hoistways 0 Stair location/.guardrails/handrails 43 'Partition denotations and schedule D Door locations, sizes, ,door and -hardware schedule Window :locations, sizes and schedule Tempered glass locations Attic ventilation and access Air barrier requirements Interior finish ratings and schedule 0 bight and ventilation Sanitation, Elevators Escalators Lifts Roof coverings Cons ruction4y-,pe design oriteraa: C] Type of construction denoted ()er table 503.) Effective: August 1,' 20T7 Page 2 of 7 Occupancy group classification denoted for building and rooms/areas Gross square footage —Net square footage calculations 0 Bui1ding height 0 Percentage ofexterior openings calculations Classification of hazard of contents (if applicable) Structural Design Criteria: Ultimate design wind speed (Vult) Nominal desigm wind speed)(Vasd Risk.category 0 Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary Floor loads — psf Stair loads— psf Roof, toads — psf Balcony loads — psf Corridor loads — psf Storage loads — psf Materials to be reviewed shall at a minimum include the following: Wood / grade — species Steel ./ type : -grade Aluminum Concrete Plastic Glass Masonry Gypsum board and plaster insulating, (mechanical. Roofing Insulation Alternate materials Structural: Signed and•sealed soilireport wit'b apositive conclusion T quired D Compaction requirements 4oundation •locations, .dimensions and depth .specified foundation denotations, schedules and details Reinforcing steel, amount, size, grade, spacing, and lap specified Footing dowel locations Maximum filled cell spacing Embedment's- Slab thickness and reinforcement Vapor, barrier Termite protection Relieving arch steel details at pipe penetrations Brick ledge detail including flashing and weep hole size and spacing Building materials used O 'Lintel locations, denotations and -sc'bedtfle Exterior and interior structural wall sections i jeuive: August 1, 20d 7 Page 3 of 7 0 Columns 0D Tic beams Dc Structural- stee[size, type, connections- EY Framing details and'fastening D Load path connectors O Floor deck and fastening O Wall sheathing and fastening O Roof deck and fastening p Stair construmion 0 'Window and door details, Including -design pressure of openings p Fastening detains for windows and doors, -(type, Aength, and quantity) O Exterior mounted mechanical units fastening methods to meet wind load O Roof and floor framing, truss layout, connector schedule Fire Protection Requirements: 0 Fire separation requirements for corridors, elevators, stairways, floors & shafts 0 Occupancy separation requirements 0 Tenant separation requirements D Fire resistant protection details for type of construction O Rated requirements for walls, floor -ceiling and roof -ceiling assemblies 1 0 Design numbers and details for all rated assemblies O Design numbers and details for all rated penetrations Mated door and hardware schedules , ID Fire blocking and draft ;stooping 0 : Calculated.•fire:resistance 10 Interior finishes (flame spread/smoke development) Life Safety: 0 Occupant load calculations and egress capacities 0 Special occupancy requirements 0 Egress p l'an; 0 Number of exits Cr Capacity of exits O Arrangement of exits ' 0 Travel distance to exits/common path of travel O Stairs construction/geometry and protection O Horizontal exits/exit,passageways 0 : lllum mition of exits 0 Exit signs O Emergency"lighting D Enclosures O Handrails O Guardrails O Ramps D Early warning systems schematic 0'• Srnoke control systems schematic 01 S•tair pressurization systems schematic O Extinguishing requirements O Areas of rescue assistance Accessibility Building: U 'Door sizes, hardware schedule 0 Vertical accessibility Ffjeahw Auguv 1, 20IJ Page 4 of 7 D Accessible route dimensions 0 Maneuvering clearances O 14irLo drinking fountain Q: Equipment clear floor spacetreach ranges O Areas of rescue assistance D Signage O ATM machines Accessibility Restrooms/Bathrooms: O Tum ing .radius 0 Required -floor space -for, fimures C! F6xiture.and equipment.mounving dimensions D Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING PLAN D Plumbing plans submitted O Piping materials Piping supports: O Determine minimum plumbing fixtures required based on occupant load calculated per FBC 1004 O Water distribution diagram O Water hammer arrestors D Plumbing drain, waste and vent riser diagram Gmase map detaill 0 Grease trap Health Dept. report on :ex-isting D Anterceptors O Roof drains/calculations for flat roofs O Backflow prevention O Medical gas O Oxygen systems D Environmental requirements Water Heaters: O T & P drain O Air gap D Pan drain O Thermal expansion device Heat UVs Mounfing.platform GAS'PLAN O Type of gas D Gas pressure O Appliances schedule and BTU's O Chimneys and Vents D Combustion air O LP tank size and location. (above or below grade)- O Protection requirements Gas Riser Diagram: O Pipe type O Pipe sizing Effective: August /, 2017 Page 5 of 7 _ o Total developed length D' Segment lengths EY Appliance-Kocat'ions 0 Shut-offs--vafves MECHANICAL PLAN D Mechanical plans submitted O Energy calculations 0 Duct systems -and sizing 0 Duct work clearances at.metbanical room (4" minimum) Duct :supports O Means for balancing HVAC system O Diffusers (size and direction) 0, CFM requirements O Ventilation D Combustion air O Outdoor air calculations o BaFlanced return air i. D Make-up air Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum) O Condensate piping and disposal Required platforms and catwalks O Roof mGunted eq;iipanent•(-including equiprent -an, d catb an. chorage) 0 Details and specifications Equipment.sizing.calculations O Equipment specifications D Joint sealing methods and product specification O Air balance table O Rated penetrations - fire damper details and manufacturer's installation instructions O Means for automatic fan shutdown Kitchen hood, duct plans, fire suppression, and specifications. Bathroom exhaust systems O Special exhaust systems O Chimneys, fireplaces and vents O Other appliances O Boilers O Refrigeration O Bathroom venfidation U Uboratory ELECTRICAL PLAN O Maximum available fault current at service O AIC rating of equipment O Voltage and phase of electrical system O Load calculations O Electrical service riser -diagram indicating overcurrent protection sizes, conductor and conduit types and sizes, number of service discormecting means, grounding electrode system: bond'ed'to the foundation steel, structural steel, metal piping, size and type, separately derived system or not? (solid neutral or switching) O Transformer sizes and types if used O Panel schedules and ratings D Power plan D Faneblocafions and working clearances Effective_ August 7, 2017 Page 6 of 7 O Lighting plan 0 Device legend Q. Wiring methods and: materiars 0. Feeders and branch circuits, conduit sizes and types O Grounding conductors O Exit lights O Emergency lighting O Egress lighting G 'Signage -and disconnecting means location O Cienerator.type.:.emergency or standby 0 Remote annunciation 0 Load shed (if necessary) O Required receptacle outlets o GFCI's 0 Equipment O Special occupancies 0 Emergency systems: O Communication systems O Low voltage FIRE PROTECTION/FIRE SUPPRESSION PLAN Early warning smoke evacuation and control O S,pimkler.design +criterion separate;pennit required) O fire .alarm -design criterion (separate permit required) O 'Pre-icagineered systems O Riser diagram O Standpipes These guidelines were compiled to assist the applicant in preparing a new commercial permiilplan submittal and may not be complete. The applicant is required to meet a1P City of Sanford, state, and federal'codle requirements. Please be aware that a separate permit is regrdredlfor any fine. sprinkler system and, rcre alaNm. system All site. related signs, fences, harciscape features, guard/hand' rail's, free standing walls, retaihing, waM, canopies, accessory structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, lift stations, and any demolition of structures. Effective: August 7, 20't 7 'P.oge Tof 7 REQUEST FOR PRE -POWER AUG 0 7 1018 COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole j County, Winter Springs Date: l ' Itaig Project Name- 41 USE u V Project Address: /%O a AefbRk Building Permit #: 11- ill 51 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. JV5q'lk T Y n Print Name of Owner/Tenant Signature of w erlrenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO i N m of Gen. Contractor 6ax-4- — Signature of Gen. Contractor Gen. Contractor License # T+, ors cH Hoe Print Name of El. Contractor dam Signature of El. Contractor te- /3vv&97 El. Contractor License # o Progress Energy o Florida Power and Light on / Rev. 02.10.15) Jun.27.2018 10:21AM Tom Davis Construction No.2374 P. 2/2 SUB,CONT.RACT AGREEMENT . Daft ofAgrEctneat:. At= 27, 2UeV-&: . 2. Pw0jeet;.. '0,500 sf Buyldnng for Joe Ya Warehouse B 2604 W. Airport Blvd. S r, 3. --Conbuttor: d omoavis Conmcuor nc. -00G042f 10 S 1S Disc* itian•or. kdibourne, FL 32904 321)724-5445 phone 321) 727-8509 fax tdcibob outlook com Subcontractor: Breathe Kleen Air 735D Commerce Center Drive Sebastian, FL 32958 VA- 2 _ VM 772-918-4708 au = Scope Of Work: Complete the project requirements installation of Air Conditioning and bath ventilation in voordanae.itfi:.ie plans. The iwveAo*e.cowolema-Irbr>ahesum,dfT hnee'IIIhousairiili1~gg7OiOnailnod'' A.Yena 80/14b dollars ($3,850.00) 7. Documents: Architectural Plans entitled "Warehouse B for Joe Yamin" identified as project number 17-486, Sheet M-1 with Revision 1 dated 4/26/1 S. S. Contract Time: Project will be completed within 120 calendar days following receipt of the necessary. permits. Subarntractor to complete the work in according wfdl the project schedulb: 9. Payments: a. Imereas.Eaya mts: $ubcontracro tio-invoice the Gener0comractos by lk 25e,of each Aloulk. for work completed. b. Final Payment: Final payment to subcontractor will be made with 10 days follows receipt of final payment from the Owner. 0: '(3bara+ea: T1i ue'Scope of 'wVoak eanSbe modifieal Eby aChat e termo phis a,teo mt. U.->Qispatd parroies owndt-rnesolve any-i4pgte-tihat-uii& arise•Suruig dte course of construdon, theirthe matter will ire resolved by Arbitration. 12. Insurance: Subcontractor to provide proof of insurance as follows prior to first request for payment: a) General Liabilty b) 'Workers C.ompensafibm Certificates are to be pmvid'ed naming. ".Tom -Davis' Constrorarion, Time." as certMate holder: 11411 A 2 . - kapkv, . General Contractor: Subcontractor: L9X&=1xA a ---01SignatureSignature mete• . % Date: