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HomeMy WebLinkAbout7000 Red Cleveland Blvd 16-1011CITY OF SANFORD BUILDING & FIRE PREVENTION x ' PERMIT APPLICATION Application No: Documented Construction Value: S 1 21, zno, G job;WddressHistoric District: Yes No 2 Rarce ID: 3 j - CiC --(' C%j o — 0de.;0 Residential Commercial Type of Work: New';9 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone- Fax: Fax: Property Owner Information n 99ame , c c - r h e: - D IS- et: I Zk5 e7 Resident of property? c. City, State Zip: 7-_-4.j,> , ,ice `2.?77S Contractor Information Name _ " z o Ao A 4'117d- Phone: Street: C•e.,. Fax: City, State Zip: State License No.: C, Architect/ Engineer Information Name: oh/Y-auc-- Street: VY 15:- T diLf /O City, St, Zip:/Gu. Bonding Company: A'Ll- ' Address: Phone:- 33 .vim 4-- Fax: E- mail: 1 tJe_-LW127 .a_5 • C°©rA. 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 eonditionevs4tc -, FBC 10.5.3 Shall,be inscribed with the date of apphcafion and'ftie code in effect as of that date: 5th 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 he additional permits required from other governmentalentities 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, F5 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 pen -nit 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. Si ature of O er/Agent Date Signature of Contractor/Agent Date Prmt.Owner/Agents. Name Print Co ctor/Agent's Name a=-4.1,-nAg io t_ otary-State of Florida Date fAl11fAL 0001 JACQUELIPIE A. LAUTERBACM Nancy PlaAllo soE020niv^a IMISSiON FF040723- Commis:ion I If EXPIRES: OCT 17,2017 my Comm. EXOiMBonded1stStateInsurance .j,,,. ' Bonded through No• Owtierl nay nown to Me or to Me or Produced ID Type of ID roduced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Main. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing # of Fixtures Fire Sprinkler Permit: Yes No # of Heads jars APPROVALS: ZONING: , - 6. UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: l— 12 ` <G Revised: June 30, 2015 Permit Application THIS INSTRU, &iFNT PREPARED BY: Name: /"l1Ci L-« e w 'T rr Address: l i, /v • Pecs+ ra` 'I " 5 i i t t 5L..7-71 NOTICE OF COMMENCEMENT State of Florida County of Seminole I` AR'YANNE MOR.aE: r `JEl1114OLE: t OUN1"Y r_LERK/ 62 ROFCT{CIJIT t:(, URl' C:OI`lf'TROLLER CLERK'S Y 2016034634 RECORDED RECORDING FEE` iECORDED BY t am i th Permit Number: Parcel ID Number: r Q: 2y 00—&Ao — CIO CD 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. D S RIPTIO OF PR PE TY: a al d s ription f the property and street address if available) OrFandOanfonInerntInaAlrpor A p n o' i." ,l("i L-1 IL%bIV t/1 vYc •VI 111 EN R ESC TION OF I ROVEMENT: olns Puminum"Canopy aPewo o zOWNER INFORMATION: LU a D Name: Sanford Airport Authority o Address: 1200 Red Cleveland Blvd. Sanford, FL 32773 J D Fee Simple Title Holder (if other than owner) Name: z Address: u V r% O CONTRACTOR: w o a. Name: Trinity Roofing & Construction Y a z Address: 1902 Alden Dr. Orlando, FL 32803 (407)930-9266 C) UJ M. 1 J Q 11J Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Diane Crews - Sanford Airport Authority Address: 1200 Red Cleveland Blvd, Sanford, FL 32773 In addition to himself, Owner Designates Kenneth Wright of Shutts & Bowen LLP (407)423-3200 f(407)425-8316 To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) NLq —S,.L 3 If 7-o I WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to thelbest of kqo edge belief. Jennifer Taylor Owner' s Sign#tt re Owner's Printed Name lorida Statute -(13.13(1)(g): "T owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." i State of ' County of t The foregoing instrument was acknowledged before me this iy day of ON pain r 2J t(. A'U Lp Who is personally known to me J Name of person making statement OR who has produced identification type of identification produced: JA j4oELINE A. LAUTERBACH MY CUMMI$SION #FF040723' EXPIRES: UCT 17, 2017 t " Bonded through 1st Stan Ineuf9nc® TRANSMITTAL TO Dennis Towell/Matt Towell Mobile Specialties, Inc. Phone # VIA Pick Up FROM Bob Hogue DATE March 17, 2016 PROJECT OSIA Economy Lot Entry Canopy PROJECT # 2015.052 For Your Use For Your Approval For Your Action As Requested For Your Information COPIES DATE DESCRIPTION 6 100% Construction Documents -Signed & Sealed BHM Architecture, Inc. 478 East Altamonte Drive Suite 108 PMB 264 Altamonte Springs, FL 32701-4622 PHONE 407.333.2005 REMARKS cc: file PERMIT i - to << 10 SK-2 Mobile Specialities - Orlando Sanfo.. Aluminum Properties 1 -6-1 a M-;I r, rL.-;l Al.. T1.-- / nenc.;hd T-61- 4'a Lf ct,.n-a Ch M,.;l F-U-il C-rL,.;1 r'f 1 3003-H 14 10100 3787.5 33 1.3 173 Table 3... 1 19 16 13 12 141 2 6061-T6 10100 3787.5 33 1.3 173 Table 3... 1 38 35 35 24 141 3 6063-T5 10100 3787.5 33 1.3 173 Table 3... 1 22 16 16 13 141 4 6063-T6 10100 3787.5 33 1'.3 173 Table 3... 1 30 25 25 19 141 5 5052-1-134 10200 3787.5 33 1.3 173 Table 3... 1 34 26 24 20 141 6 1 6061-T6 W 1 10100 13787.5, 33 1 1.3 73 Table 3... 1 24 1 15 1 15 1 15 141 Joint Boundary Conditions 1-:M 1 -k-1 V MI:_1 V rLJ;.l 7 f1./;nl Y Rnf n-fil-Al V Rnf ri -W-i1 7 Rnf rL-ff/,.Al P-fi- 1 N5 I Reaction Reaction Reaction Reaction Reaction Reaction 2 N6 Reaction Reaction Reaction Reaction Reaction Reaction 3 N1 Reaction Reaction Reaction Reaction Reaction Reaction 4 N2 Reaction Reaction Reaction Reaction Reaction Reaction Member Primary Data I -k-1 1 1-;... 1 L.;M V 1-;M D-+. 4-/,I CeM;nn/Cf.- T.- n-i- 1 ief KA.fnri.l rl-i- Rn 1 M1 N5 N7 90 6" x 10" x 0.188" Column Rectangular.. 6063- T6tTygical Typical 2 M2 N6 N8 90 6" x 10" x 0.188" Column Rectangular.. 6063-T6 3 M3 N1 N3 90 6" x 10" x 0.188" Column Rectangular- 6063- 6 4 M4 N2 N4 90 6" x 10" x 0.188" Column Rectangular.. 6063-T6 5 M5 N12 N11 6" x 10" x 0.188" Beam Rectangular.. 6063-T6 6 M6 N11 N9 6" x 10" x 0.188" Beam Rectan ular- 6063-T6 7 M7 N9 N10 6" x 10" x 0.188" Beam Rectangular.. 6063-T6 Typical 8 M8 N10 N12 6" x 10" x 0.188" Beam Rectangular- 6063-T6 T ical 9 M9 N12 N14 RT4X8X0.188 Beam Rectangular.. 6063-T6 TvDical 10 M10 N14 N10 RT4X8X0.188 Beam Rectangular.. 6063-T6 Tygical 11 M11 N11 N13 RT4X8X0.188 Beam Rectangular.. 6063-T6 T ical 12 M12 N13 N9 RT4X8XO.188 Beam Rectangular.. 6063-T6 I Typical 13 M13 N14 N13 RT4X8X0.188 Beam Rectangular.. 6063-T6 I Typical Basic Load Cases BLC Desc6ption Category X Gra YGravitv Z Gravi Joint--- Point Di u ... Ar M u ace PI 1 +WL +39.96 None 9 2 -WL -20.07 None 9 3 Dead Load None -1 Load Combinations Envelope Joint Reactions I..;..t v fLl I r` V r1.1 1 r` 7 fL1 I r` RAY r4_ff1 1 C RAV FL-ffl l r KA7 r4-ffl I r 1 I N5 max 038 2 2.583 1 071 2 32 2 003 2 307 1 2 min 067 1 1.304 2 126 1 571 1 006 1 174 2 3 N6 max 067 1 2.583 1 071 2 32 2 006 1 174 2 4 min 038 2 1.304 2 1 -.126 1 571 1 003 2 307 1 5 N1 max 038 2 2.583 1 1 .126 1 571 1 006 1 1 .307 1 1 6 min 067 1 1 1 -1.304 1 2 071 1 2 1 -.32 T2 003 2 174 2 7 1 N2 Imax, 067 1 1 1 2.583 1 1 126 1 1 1 .571 1 1 003 1 2 1 .174 2 Mobile Specialties - Orlando Sanford International Airport - Economy Lot Entry Canopy Sanford, FL Envelope Joint Reactions (Continued) Ininf Y Bel I C V f41 i t 7 nrl I C "Y I4_kl I r RAV f4_kl I C "7 nL fti 1 r Envelope Member Section Forces Mumhcr Cnr Avi.1141 I C v Rho.R41 I (` o Rho.rflel 1 (' T--r I (` v v KA-mnr_kl 11A-Mf4_01 1 r, 1 M1 1 m.• 2.583 1 071 2 038 2 003 2 307 1 .32 21 2 in 1 304 2 126 1 067 1 006 1 174 2 -.571 1 3 2 m.. 2.484 1 071 2 038 2 003 2 354 2 1.191 1 4 min 1.403 2 126 A67 1 006 1 62 667 2 5 M2 1 m•• 2.583 1 071 2 067 1 006 1 174 2 .32 2 6 nin 1.304 2 126 1 038 2 003 2 307 1 -.571 1 7 2 m•• 2.484 1 071 2 067 1 006 1 627 1 1.191 1 8 in 1.403 2 126 1 038 2 003 2 354 2 -.667 2 9 M3 1 m•• 2.583 1 126 1 038 2 006 1 307 1 .571 1 10 nin 1.304 2 071 2 067 1 003 2 174 2 -.32 2 11 2 m•• 2.484 1 126 11 038 2 006 1 354 2 .667 2 12 nin 1.403 2 071 2 067 1 003 2 627 1 -1.191 1 13 M4 1 1 m.. 2.583 1 126 06 003 2. 174 2 .571 1 14 nin, 1.304 2 071 2 038 2 006 1 307 1 -.32 2 15 2 m•• 2.484 1 126 1 067 1 003 2 627 1 .667 2 16 nin 1.403 2 071 2 038 2 006 1 354 2 -1.191 1 17 M5 1 m.. 512 2 917 1 1 0 1 0 1 033 2 .652 1 18 nin 879 1 507 2 0 1 0 1 058 1 -.343 2 19 12 m•• 512 2 507 2 0 1 1 0 1 1 .033 2 .652 1 20 nin, 879 1 917 1 0 1 0 1 058 1 -.343 2 21 M6 1 m•• 485 2 1.091 2 071 2 1.191 1 469 1 .868 2 22 in 83 1 1 -1.92 1 126 1 667 2 263 2 -1.506 1 23 2 m•• 485 21 1.92 1 126 1 667 2 469 1 .868 2 24 nin 83 1 1.091 2 071 2 1.191 1 263 2 -1.506 1 25 M7 1 m•• 512 2 917 1 0 1 0 1 033 2 .652 1 26 nin 879 1 507 2 0 1 0 1 058 1 1 -.343 2 27 2 m•• 512 2 507 2 0 1 0 1 033 2 .652 1 28 in 879 1 917 1 0 1 0 1 058 1 -.343 2 29 M8 1 m.. 485 2 1.091 2 071 2 1.191 1 469 1 .868 2 30 nin 83 1 1.92 1 126 1 667 2 263 2 -1.506 1 31 12 m.. 485 2 1.92 1 1 126 1 667 2 469 1 .868 2 32 nin 83 1 1.091 2 071 2 1.191 1 263 2 -1.506 1 33 M9 1 m.• 1.557 1 513 1 069 2 263 2 725 11 1.446 1 34 nin 906 2 3 2 123 1 469 1 407 2 -.843 2 35 2 m•• 1.281 1 157 2 069 2 263 2 217 2 .348 1 36 nin 745 2 269 1 123 1 469 1 387 1 -.199 2 37 M10 1 m•• 1.281 1 269 1 123 1 469 1 1 217 2 .348 1 38 nin 745 2 157 2 069 2 263 2 387 1 -.199 2 39 2 m.. 1.5571 3 2 123 1 469 1 725 1 1.446 1 40 nin 906 2 513 1 069 1 2 263 2 407 2 -.843 2 41 M 11 1 m.. 1.557 1 513 1 123 1 469 1 407 2 1.446 1 42 nin 906 2 3 2 069 2 263 2 725 1 -.843 2 43 2 m.. 1.281 1 157 2 123 1 469 1 387 1 .348 1 44 nin 745 2 269 1 069 2 263 2 217 2 -.199 2 45 M12 1 m.• 1.281 1 269 1 069 2 263 2 387 1 .348 1 46 nin 745 2 157 2 123 1 469 1 217 2 -.199 2 47 2 m.. 1.557 1 3 2 069 2 263 2 407 21 1.446 1 48 nin 906 2 513 1 123 1 469 1 725 1 -.843 2 49 M 13 1 n.. 2.009 1 346 1 0 1 0 1 0 1 .048 1 50 nin 1.165 2 202 2 0 1 0 1 0 1 -.032 2 51 2 1m..1 2.009 1 202 121 0 1 0 1 0 1 .048 1 52 in 1.165 121 346 111 0 1 0 1 0 1 -.032 2 Mobile Specialties - Orlando Sanford International Airport - Economy Lot Entry Canopy Sanford, FL Envelope Member Section Stresses Member Sec Axialfksil LC v Shear... LC z Shear... LC v-Tonrksil LC v-Botfksil LC z-Toofksil LC z-Botfksl LC 1 M1 1 ImaxI 44 1 019 2 017 2 417 1 1 .234 2 296 1 1 .167 2 2 min 222 2 033 1 03 1- 234 2 417 1 167 2 296 1 3 2 max 423 1 019 2 017 2 87 2 869 1 341 2 604 1 4 min 239 2 033 1 03 1 869 1 487 2 604 1 341 2 5 M2 1 max 44 1 019 2 03 1 417 1 234 2 167 2 296 1 6 min 222 2 033 1 017 2 234 2 417 1 296 1 167 7 2 Imax, 423 1 019 2 03 1 487 2 1 .869 1 604 1 1 .341 2 8 min 239 2 033 1 017 2 869 1 487 2 341 2 604 1 9 M3 1 max 44 1 033 1 017 2 234 2 417 1 296 1 167 2 10 min 222 2 019 2 03 1 417 1 234 2 167 2 296 1 11 2 max 423 1 033 1 1 017 2 1 .869 1 487 2 341 2 604 1 12 min 239 2 019 2 03 1 487 2 869 1 604 1 341 2 13 M4 1 Imax. 44 1 033 1 03 1 234 2 417 1 167 2 296 11 14 min 222 2 019 2 017 2 417 1 234 2 296 1 167 2 15 2 max 423 1 033 1 03 1 869 1 487 2 604 1 341 2 16 min 239 2 019 2 017 2 487 2 869 1 341 2 604 1 17 M5 1' max 087 2 244 1 0 1 25 2 476 1 032 2 056 1 18 min 15 1 135 2 0 1 476 1 25 2 056 1 032 2 19 2 max 087 2 135 2 0 1 25 2 476 1 032 2 056 1 20 min 15 1 244 1 0 1 476 1 25 2 056 1 032 2 21 M6 1 max 082 2 29 2 031 2 1.099 1 633 2 452 1 254 2 22 min 141 1 1 -.511 1 056 1 633 2 1.099 1 254 2 452 1 23 2 max 082 2 511 1 1 .056 1 1 1.099 1 633 2 452 1 254 2 24 min 141 1 29 2 031 2 633 2 1.099 1 254 2 452 1 25 M7 1 max 087 2 244 1 0 1 25 2 476 1 032 2 056 1 26 min 15 1 135 2 0 1 476 1 25 2 056 1 032 2 27 2 max 087 2 135 2 0 1 25 2 476 1 032 2 056 1 28 min 15 1 244 1 0 1 476 1 25 2 056 1 032 2 29 M8 1 max 082 2 29 2 1 031 2 1 1.099 1 1 633 2 452 1 254 2 30 min 141 1 511 1 056 1 1 633 2 1.099 1 254 12 452 1 31 2 max 082 2 511 1 056 1 1 1.099 1 633 2 452 1 1 254 2 32 min 141 1 29 2 031 2 633 2 1:099 1 254 2 452 1 33 M9 1 Imax, 356 1 171 1 046 2 1.099 2 1.886 1 1.402 1 788 2 34 min 207 2 1 2 082 1 1.886 1 1.099 2 788 2 1.402.1 35 2 max 293 1 1 052 2 1 046 2 259 2 453 1 421 2 748 1 36 min 17 2 09 1 082 1 453 1 259 2 748 1 421 2 37 M10 1 max 293 1 09 1 082 1 1 259 2 453 1 1 421 2 748 1 38 min 17 2 052 2 046 2 453 1 259 2 748 1 421 2 39 2 max 356 1 1 2 082 1 1.099 2 1.886 1 1.402 1 788 2 40 min 207 2 171 1 046 2 1.886 1 1.099 2 788 2 1.402 1 41 M11 1 max 356 1 171 1 082 1 1.099 2 1.886 1 788 2 1.402 1 42 min 207 2 1 2 046 2 1.886 1 1.099 2 1.402 1 788 2 43 2 max 293 1 052 2 082 1 259 2 453 1 748 1 421 2 44 min 17 2 09 1 046 2 453 1 25 2 421 2 748 1 45 M12 1 max 293 1 09 1 046 2 259 2 453 1 748 1 421 2 46 min 17 2 052 2 082 1 453 259 2 421 2 748 1 47 2 max 356 1 1 2 046 2 1.099 881V2.063 2 1.402 1 48 min 207 2 171 1 082 1 1.886 02 E38 02 1 788 2 49 M13 1 max 46 1 115 1 0 1 042 1 0 1 0 1 50 min 267 2 067 2 0 1 063 1 042 121 0 1 0 1 151 1 2 max 46 1 067 2 0 1 042 121 063 11 1 0 1 0 1 52 1 min 1 267 2 1 115 1 0 1 063 11 1 042 121 0 1 I 0 1 Envelope Member Section Torsion Mobile Specialties - Orlando Sanford International Airport - Economy Lot Entry Canopy Sanford, FL Envelope Member Section Torsion (Continued) Member Sec Torouerk-ftl LC Torsion Sh LC v-v Warn S LC 7-7 Warn S I C 7-Ton War I C 7-Rnt War 1 C 3 2 Imax 003 2 002 2 NC NC NC NC 4 min 006 1 003 1 NC NC NC NC 5 M2 1 max 006 1 003 1 NC NC NC NC 6 min 003 2 002 2 NQ NC NC N 7 2 max 006 1 003 1 NC NC NC NC 8 min 003 2 002 1 2 NC NC NC NC 9 M3 1 Imax 006 1 003 1 NC NC NC NC 10 min 003 2 002 2 NC NC NC NC 11 2 max 006 1 003 1 NC NC NC NC 12 min M3 2 002 2 NC NC NC NC 13 M4 1 max 003 2 002 2 NC NC NC NC 14 min 006 1 003 1 NC NC NC NC 15 2 max 003 2 002 2 NC NC NC NC 16 min 006 1. 003 1 NQ NC NC NC 17 M5 1 max 0 T 0 1 NC NC NC NC 18 min 0 1 0 1 NC NC NC NC 19 2 max 0 1 0 1 NC NC NC NC 20 min 0 1 0 1 NC NQ NC NC 21 M6 1 max 1.191 1 667 1 NC NC NC NC 22 min 667 2 373 2 NC NC NC NC 23 2 max 667 2 373 2 NC NC NC NC 24 min 1.191 1 1 667 1 1 NC NC NC NC 25 M7 1 max 0 1 0 1 NC NC NC NC 26 min 0 1 0 1 NC NC NC INC 27 2 max 0 1 0 1 NC NC NC NC 28 min 0 1 0 1 NC NC NC NC 29 M8 1 max 1.191 1 1 .667 1 NC NC NC NC 30 min 667 2 373 2 NC NC NC NC 31 2 max 667 2 373 2 NC NC NC NC 32 min 1.191 1 667 1 NC NC NC NC 33 M9 1 max 263 2 282 2 NC NC NC NC 34 min 469 1 503 1 NC NC NC NC 35 2 max 263 2 282 2 NC NC NC NC 36 min 469 1 503 1 NC NC NC NC 37 M10 1 max 469 1 503 1 NC NC NC NC 38 min 263 2 282 2 NC NC NC NC 39 2 max 469 1 503 1 NC NC NC NC 40 min 263 2 282 2 NC NC NC NC 41 M11 1 max 469 1 503 1 NC NC NC NC 42 min 263 2 282 2 NC NC NC NC 43 2 Imax 469 1 503 1 NC NC NC NC 44 min 263 2 282 2 NC NC NC NC 45 M12 1 max 263 2 282 2 NC NC NC NC 46 min 469 1 503 1 NC NC NC NC 47 2 max 263 2 282 2 NC I NC NC NC 48 min 469 1 503 1 1 NC NC NC I NC 49 M13 I 1 Imax 0 1 0 1 NC NC NC NC 50 min 0 1 0 1 NC NC NC NC 51 2 max 0 1 0 1 NC NC NC NC 52 min 0 1 0 1 NC NC NC NC Envelope ADM 05 ASD Aluminum Code Checks Member Shane Code ... Locfftl LC Shear -.Locfftl Dir LC Ft fksil Fr_ fksil Fh v-v Fh 7-7 _Fs v-v Fs 7-7 Ch Cmv Cm7 Fnn 1 6" x 10" ... 184 14 1 005 0 1 15.152 8.005 8.743 13.956 8.039 8.748 2....404 408 4.1.1-3 26" x 10"...1 184 14 1 005 0 1 15.152 8.005 8.743 13.956 8.039 8.748 2... 404 408 4.1.1-3 36" aM4 x 10" ... 184 14 1 005 1 0 1 15.152 8.005 8.743 13.956 8.039 8.748 2....404 408 4.1.1-3 4 6" x 10" ... 184 14 1 005 0 1 15.152 8.005 8.743 13.956 8.039 8.748 2••• 404 408 411356" x 10" ... 205 9.652 1 030 19.5 1 15.152 5.934 9.461 13.956 8.039 8.748 1••• 1 1 4.1.1-2 Mobile Specialties - Orlando Sanford International Airport - Economy Lot Entry Canopy Sanford, FL Envelope ADM 05 ASD Aluminum Code Checks (Continued) Member Shane Code --- Locrftl LC Shear - . Locrftl Dir LC, Ft rksil Fr. rksil Fh v-v Fh 7-7 Fc v-v Fs 7a Ch rMV r.M7 Fnn 6 M6 6"x10"... 564 6.545 1 163 6.545 1 15.152 8.005 9.461 13.956 8.039 8.7481••1 1 1 4.1.1-2 7 M7 6" x 10" ... 205 9.652 1 030 19.5 1 15.152 5.934 9.461 13.956 8.039 8.748 1... 1 1 4.1.1-2 8 M8 6" x 10" ... 564 6.545 1 63 6.545 1 15.152 8.005 9.461 13.956 8.039 8.748 1... 1 1 4.1.1-2 9 M9 RT4X8X.. 280 0 1 078 0 1 15.152 9.419 11.943 15.152 8.662 8.748 3....387 696 4.1.1-3 10 M10 RT4X8X.. 280 9 1 078 9 1 15.152 9.419 11.943 15.152 8.662 8.748 3....387 696 4.1.1-3 11 M11 RT4X8X.. 280 1 0 1 078 0 V 1 15.152 9.419 11.943 15.152 18.662 18.748 3....387 696 4.1.1-3 2 M12 RT4X8X.. 2$0 9 1 078 9 1 15.152 9.419 1 1.943 1`5.152 8.662 8.748 3....387 696 4.1.1-3 13 M13 RT4X8X.. 097 3H712 1 013 0 1 15.152 10.105 11.943 15.152 8.662 I 8.748 11 1 .6 1 1 4.1.1-3 Mobile Specialties - Orlando Sanford International Airport - Economy Lot Entry Canopy Sanford, FL Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Project: Orlando Sanford Airport Sanford, FL Preparer: Davis & C/eaton Engineering, Inc. Date: January 22, 2016 Structural Notes: 1.) Contractor shall verify all dimensions and conditions on the job site prior to start of fabrication. 2.) All aluminum members shall be constructed using 6063-T6 alloy. 3.) All connections are to be welded with a 3/16" all around fillet weld, unless otherwise noted. 4.) All welding to be MIG welding using 5356 filler alloy. 5.) All bolt holes are to be drilled or punched. 6.) Concrete to have fc = 3000 psi (min.) @ 28 days. 7.) All screws and bolts are to be 304 Stainless Steel. Scope: Design the Canopy per Code Requirements. Design Criteria: Design Code: 2014 FBC - Fifth Edition Note: Design loads were obtained in accordance with ASCE 7-10 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures)). Design Parameters: Basic Wind Speed = V,,, 150 MPH (3-Sec. Wind Speed) Basic Wind Speed = Vet 116 MPH Risk Category: III Building Type: Commerical Wind Exposure: "C" Applicable Internal Pressure Coefficient: +/- 0.00 Roof Pitch = 6 :12 26.57 Degrees Dimensions of Structure: Length = 18.5 Ft. 12 FtWidth = I Leg Height = 14 Ft. (Max.) Page 1 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Mean Height = 15.5 Ft. Determine Design Pressures for Open Building: Determine Design Loads: Design Pressures on Roof: Dead Load = 5 PSF Live Load = 20 PSF Wind Pressures: Positive = 26.62 PSF Negative = 20.07 PSF Snow Load = 0.00 PSF Seismic Load = 0.00 PSF Design Pressures on Roof: Design Criteria: Positive = 39.96 PSF Negative = -20.07 PSF Material: All aluminum members shall be constructed using 6063-T6 alloy. Concrete to have fc = 3000 psi (min.) @ 28 days. All bolts are to be 304 Stainless Steel. All welding to be MIG welding using 5356 filler alloy. All bolts are to be in compliance with ASTM A325 Specifications. Allowable Stresses for 6063-T6 alloy: Welded: Tension = Ftyw = 8 KSI Compression = Fcyw = 8 KSI Page 2 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Unwelded: Tension = Fty = 25 KSI Compression = FC, = 25 KSI Allowable Stresses for 5356 filler alloy: Shear Strength = 7.26 KSI Check Size of Gutter Beam: Design Loads on Gutter Beam from RISA Analysis: Shear = 922.00 Lbs. Gravity = 917.00 Lbs. Uplift = 507.00 Lbs. Moment = 3,783.19 Ft.-Lbs. Check Capacity of Gutter Beam (6"x1ONO. 188" Aluminum (6063-T6 Alloy) Tube): Size = 6" x 10" x 0.188" Tube Material: Aluminum (6063-T6 Alloy) Length = L = 234.00 In. = 19.5 Ft. Flange Thickness = tt = 0.188 In. Web Thickness = tr,, = 0.188 In. Area = A = 5.405 In.Z Moment of Inertia = Ix = 68.398 In.' Section Modulus = Sx = 12.539 In.' Radius of Gyration = rx = 3.557 In. Moment of Inertia = ly = 37.659 In.' Section Modulus = Sy = 12.553 In.' Page 3 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Radius of Gyration = r. = 2.64 In. J = 0.064 In.° Determine Flexural Compression (Section F.2.1): Allowable Compressive Stress = F, = 5.26 KSI Maximum Allowable Compressive Force = Fx = 28,418.19 Lbs. > Actual Load = 989.18 Lbs. Maximum Allowable Moment = Mx = 5,493.92 Ft.-Lbs. > Actual Moment = 4,110.68 Ft.-Lbs. 989.18 Lbs. O.K. 4,110.68 Ft.-Lbs. O.K. Therefore,10" x 6" x 0.188" Aluminum (6063-T6 Alloy) Gutter Beam is Acceptable. Check Size of Roof Hip Rafter: Design Loads for Hip Rafters from RISA Analysis: Shear = 1,629.26 Lbs. Gravity = 479.00 Lbs. Uplift = 287.00 Lbs. Moment = 1,366.53 Ft.-Lbs. Check Capacity of Roof Hip Rafter (4"x8"x0.188" Aluminum (6063-T6 Alloy) Tube): Size = 4" x 8" x 0.188" Tube Material: Aluminum (6063-T6 Alloy) Length = L = 108.00 In. = 9 Ft. Flange Thickness = 4 = 0.188 In. Web Thickness = tr,, = 0.188 In. Area = A = 4.360 In.2 Moment of Inertia = Ix = 36.7 In." Section Modulus = Sx = 9.19 In.' Page 4 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Radius of Gyration = rx = 2.90 In. Moment of Inertia = ly = 12.4 In.' Section Modulus = Sy = 6.20 In.' Radius of Gyration = ry = 1.69 In. J = 28.6 In .4 Determine Flexural Compression (Section F.3.1): Allowable Compressive Stress = F, = 3.41 KSI Maximum Allowable Moment = Mx = 1,762.88 Ft.-Lbs. > Actual Moment = 1,418.47 Ft.-Lbs. Maximum Allowable Compressive Force = F = 14,876.46 Lbs. > Actual Force = 1,652.34 Lbs. 1,418.47 Ft.-Lbs. O.K. 1,652.34 Lbs. O.K. Therefore, 4" x 8" x 0.188" Aluminum (6063-T6 Alloy) Roof Hip Rafters are Aceptable. Check Size of Ridge Beam: Design Loads for Ridge Beam from RISA Analysis: Shear = 2,088.00 Lbs. Gravity = 343.00 Lbs. Uplift = 205.00 Lbs. Moment = 407.00 Ft.-Lbs. Check Capacity of Roof Ridge Beam (4"x8"x0.188" Aluminum (6063-T6 Alloy) Tube): Size = 4" x 8" x 0.188" Tube Material: Aluminum (6063-T6 Alloy) Length = L = 90.00 In. = 7.5 Ft. Determine Flexural Compression (Section F.3.1): Page 5 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopv in Sanford. FL for Mobile Specialities Allowable Compressive Stress = F, = 3.73 KSI Maximum Allowable Moment = Mx = 1,925.46 Ft.-Lbs. > 443.07 Ft.-Lbs. O.K. Actual Moment = 443.07 Ft.-Lbs. Maximum Allowable Compressive Force = Fx = 16,248.39 Lbs. > 2,107.24 Lbs. O.K. Actual Force = 2,107.24 Lbs. Therefore, 4" x 8" x 0.188" Aluminum (6063-T6 Alloy) Roof Ridge Beam is Aceptable. Check Size of End Run Beams: Desian Criteria: Design Loads for End Run Beams: Shear = 973.67 Lbs. Gravity = 2,192.00 Lbs. Uplift =-2,192.00 Lbs. Moment = 10,217.18 Ft.-Lbs. Check Capacity of Roof End Run Beams (6"x10"x0.188" Aluminum (6063-T6 Alloy) Tube): Size = 6" x 10" x 0.188" Tube Material: Aluminum (6063-T6 Alloy) Length = L = 144.00 In. = 12 Ft. Determine Flexural Compression (Section F.3.1): Allowable Compressive Stress = F, = 15.63 KSI Maximum Allowable Moment = Mx = 16,148.93 Ft.-Lbs. > 10,341.20 Ft.-Lbs. O.K. Actual Moment = 10,341.20 Ft.-Lbs. Maximum Allowable Compressive Force = Fx = 91,580.04 Lbs. > 2,233.34 Lbs. O.K. Actual Force = 2,233.34 Lbs. Page 6 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Therefore, 6" x 10" x 0.188" Aluminum (6063-T6 Alloy) Roof End Run Beams Are Acceptable. Check Size of Transfer Tube: Design Loads for Transfer Tube: Shear = 1,629.26 Lbs. Gravity = 479.00 Lbs. Uplift =-287.00 Lbs. Moment = 1,366.53 Ft.-Lbs. Check Capacity of Transfer Tube (6"x10"x0.188" Aluminum (6063-T6 Alloy) Tube): Size = 6" x 10" x 0.188" Tube Material: Aluminum (6063-T6 Alloy) Length = L = 10.00 In. = 0.83333333 Ft. Determine Flexural Compression (Section F.3.1): Allowable Compressive Stress = Fc = 5.18 KSI Maximum Allowable Moment = Mx = 5,350.44 Ft.-Lbs. > 1,367.13 Ft.-Lbs. O.K. Actual Moment = 1,367.13 Ft.-Lbs. Maximum Allowable Compressive Force = Fx = 30,342.19 Lbs. > 481.87 Lbs. O.K. Actual Force = 481.87 Lbs. Therefore, 6" x 10" x 0.188" Aluminum (6063-T6 Alloy) Transfer Beam is Aceptable. Scope: Check Size of Tube Columns: Design Loads for Columns from RISA Analysis: Shear = 89.96 Lbs. Gravity = 4,320.00 Lbs. Page 7 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford. FL for Mobile Specialities Uplift = 3,464.00 Lbs. Moment = 4,798.25 Ft.-Lbs- Check Capacity of Columns: Size = 6" x 10" x 0.188" Tube Material: Aluminum (6063-T6 Alloy) Length = L = 164.00 In. = 13.67 Ft. Determine the Allowable Compressive Stress in 6063-T6 Alloy: (Spec. E.3) Allowable Compressive Stress = Fc = 3.46 KSI Maximum Allowable Compressive Force = F, = 20,268.16 Lbs. > 4,320.00 Lbs, O.K. Determine Flexural Compression (Section F.3.1): Allowable Compressive Stress = Fc = 15.56 KSI Maximum Allowable Moment = M„ = 16,074.50 Ft.-Lbs. > 4,798.25 Ft.-Lbs. O.K. Actual Moment = 4,798,25 Ft.-Lbs. Therefore, 6" x 10" x 0.188" Aluminum (6063-T6 Alloy) Column is Aceptable. Determine stresses at connections: Check Connection of 4" x 8" Hip Rafters to 10" x 6" Ridge Beam: Design Loads on Weld from RISA Analysis: Shear = 3,777.86 Lbs. Gravity = 630.00 Lbs. Uplift =-684.00 Lbs. Moment= 1,574.22 Ft.-Lbs. Check Weld Connecting Hip Rafters to Ridge Beam: Page 8 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Weld Size = 0.188 In. Fillet Section Modulus = Sx = 37.333 In.` Area = A,, = Allowable Stresses for 5356 filler alloy: Allowable Stress of Weld = Shear Capacity of Weld = Moment Capacity of Weld = 24.000 In. 962.40 Lbs./In. 23,097.69 Lbs. > 3,777.86 Lbs. O.K. 35,929.74 In.-Lbs. > 18,890.63 In.- Lbs. O.K. Therefore, it is Acceptable to Weld Each Hip Rafter to the Ridge Beam with All -Around 3/16" Fillet Weld (5356 Filler Alloy). Check Connection of 4" x 8" Hip Rafters to 10" x 6" Transfer Tube: Design Loads on Connection from RISA Analysis: Shear = 1,698.21 Lbs. Gravity = 287.00 Lbs. Uplift =-479.00 Lbs. Moment = 1,366.53 Ft.-Lbs. Check Weld Connecting Hip Rafters to Ridge Beam: Weld Size = 0.188 In. Fillet Section Modulus = Sx = 34.667 In.` Area = Ax = 20.000 In. Allowable Stresses for 5356 filler alloy: Allowable Stress of Weld = 962.40 Lbs./In. Shear Capacity of Weld = 19,248.08 Lbs. > 1,698.21 Lbs. O.K. Moment Capacity of Weld = 33,363.33 In.-Lbs. > 16,398.35 In.- Lbs. O.K. Page 9 of 11 Design Calculations for Orlando Sanford Airport Economy Lot Entry Canopy in Sanford, FL for Mobile Specialities Therefore, it is Acceptable to Weld Each Hip Rafter to the Transfer Tube with Three -Sided 3116" Fillet Weld (6356 Filler Alloy). Check Connection of 6" x 10" Columns to 6" x 10" End Run Beam: Design Loads for Connections from RISA Analysis: Shear = 4,537.12 Lbs. Determine Capacity of Each Fastener: Type Fastener: Thru-Bolts Size fastener: 0.750 In. Capacities of Fastener: Shear = 5,000 Lbs. > 4,537.12 lbs. O.K. Therefore, it is Acceptable to Use 3/4" Diameter 304 Stainless Steel Thru-Bolts to Attach Columns to End Run Beams @ Top. Determine Required Size of Foundation: Design Loads for Foundation from RISA Analysis: Shear = 490.11 Lbs. Gravity = 8,616.00 Lbs. Uplift =-6,108.00 Lbs. Moment = 3,776.80 Ft.-Lbs. Req'd. Depth of 6"x10"x0.188" Column into Concrete: Thickness of 6" x 10" Column = t = 0.188 In. Moment @ Base of Col. = M = 3,776,796 Ft-Lbs. d = (M-12/MR) 1fz = 7.42 In. < 24 1n. O.K. Therefore, the 6" x 10" column must be embedded a minimum of 24" into the concrete. Size of Rectangular Footer Required: Page 10 of 11 Design Calculations for Orlando Sanford AirportEconomy Lot Entry Canopy in Sanford, FL for Mobile Specialities Moment @Each Column Base = W= D= L= Soil Bearing Capacity = Weight of Footer = 3, 776.80 Ft.-Lbs. < 4. 00 Ft. 4. 00 Ft. 4. 00 Ft. 21, 333.33 Lbs. > 9, 280.00 Lbs. > Determine Required Footer Reinforcement Area of Steel Required = 4.1472 In.2 Size Bar = 7 Area of Bar = 0.6 In.Z Number Bars Required = 6.912 Number Rows = 2 Number Bars Each Row = 3.456 Use: 4 40, 320.00 Ft.-Lbs.O.K. 8, 616.00 Lbs. O.K. 6, 108.00 Lbs. Therefore, 4'-0" x 4'-0" x 4'-0" Square Footer with (2) Rows of (4) #7 Bars Each Way is Acceptable. Page 11 of 11 r- Affidavit of Trinity Roofing and Construction STATE OF FLORIDA COUNTY OF SEMINOLE The undersigned, MATTHEW TOWELL, being first duly sworn, do hereby state under oath and under penalty of perjury that the following facts are true: 1. I am over the age of 18 and am a resident of the State of Florida. I have personal knowledge of the facts herein, and, if called as a witness, could testify completely thereto. 2. I suffer no legal disabilities and have personal knowledge of the facts set forth below. 3. The duplicate canopies built at(9 1 Med Clevel=and: Bou levar-d_.7000 M—C=, level., Boulevard located at the Sanford International Airport are built to 5th Addition Florida Building Code and meet all ASTM requirements. The canopies are welded, assembled and installed to the required specifications given by the architect and engineer of record for the project. The architect of record for the project is BHM Architects. The Engineer of record for the project is Davis and Cleaton Engineering. The permit sets for the project are 2015.051 for the Value Lot, and 2015.052 for the Economy Lot. Permit numbers 16.1010 and 16.1011. I declare that, to the best of my knowledge and belief, the information herein is true, correct, and complete. Executed this day of , 20 1 l Matthew Towell Trinity Roofing and Construction This is a RocketLawyer.com document. r NOTARY ACKNOWLEDGEMENT STATE OF FLORIDA, COUNTY OF SEMINOLE, ss: The foregoing Affidavit was acknowledged before me this I I — day of lQ , hobyMatthewTowell , wis personally known to me or who have produced'TL7,,k-'-Vq(QQ 540 R -c-)Qct-0 as identification, and being first duly sworn on oath according to law, deposes and says that he/she has read the foregoing Affidavit subscribed by him/her, and that the matters stated herein are true to the best of his/her information, knowledge and belief. Signature of person taking acknowledgment Name typed, printed, or stamped 0 Title or rank Serial number (if applicable) FARYAI COOPERIF NftqPublic - State MCommission MFF94MyComm. Expires JanBonded throughNationalNotThis is a RocketLawyer.com document. PERMIT NO. CONTRACTOR: JOB ADDRESS: YTi .fS T.f•l tr. -I Flo IL ' Ul Jilin ll Building & Fire Prevention Division Commercial - Structural Permit Card AD ISSUE DATE: O 964. /34. //a rw!d' i - s jL* — Kalrlw Im',No "w', 0d tuac Post this permit in a conspicuous location outsiderLeave Approved plans must be posted with permit for inspection all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER FOUNDATION / CONCRETE / MASONRY INSPECTION TYPE APPROVED REJECTED INSPECTOR EXTERIOR INSPECTION TYPE APPROVED REJECTED INSPECTOR FOOTER G ' SHEATHING -WALLS STEMWALL SHEATHING - ROOF SLAB / MONO -SLAB LATH INSPECTION LINTEL / TIE BEAM FINAL STUCCO / SIDING INTERIOR INSPECTION TYPE APPROVED REJECTED INSPECTOR ROOF INSPECTION TYPE APPROVED REJECTED INSPECTOR FRAME ROOF DRY -IN INSULATION ROUGH -IN FINAL ROOF INSULATION - ROOF WINDOWS/DOORS INSPECTION TYPE APPROVED REJECTED INSPECTORDRYWALL / SHEETROCK BUILDING CEILING GRID FINAL WINDOW FIREWALL SCREW FINAL DOOR FIREWALL FINAL DEMOLITION INSPECTION TYPE APPROVED REJECTED INSPECTORCEILINGAIRBARRIER INSULATION FINAL PRE -DEMO FIREWALL FINAL FINAL DEMO FINAL INSPECTIONS INSPECTION TYPE APPROVED REJECTED INSPECTOR SPECIAL / MISCELLANEOUS INSPECTION TYPE APPROVED REJECTED INSPECTOR FINAL COMMERCIAL - NEW PILING INSPECTION FINAL COMM - ALTERATION/ADDITION TILT WALL FINAL COMM - CHANGE OF USE TRAILOR TIE DOWN FINAL BUILDING - OTHER RUUGATION FINAL FINAL UTILITY BUILDING WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 REVISED: October 2014 Impection lace 855.S41.2112 PERMIT NO. 1 (P ** 10 CONTRACTOR: JOB ADDRESS: TVPF (1F Wl1RIC•`J e Y l L. City of Sanford Building & Fire Prevention Division Commercial - Structural Permit Card ISSUE DATE:- /6 bt Post this permit in a conspicuous locatiffn out a Approved plans must be posted with permit. inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER FOUNDATION / CONCRETE / MASONRY INSPECftY TYPE APPROVED REJECTED IN ECTOR EXTERIOR INSPEC77ONTYPE APPROVED REJECTED INSPECTOR FOOTER t'i .- O SHEATHING - WALLS STEMWALL SHEATHING - ROOF SLAB / MONO -SLAB LATH INSPECTION LINTEL / TIE BEAM FINAL STUCCO / SIDING INTERIOR INSPEC77ONTYPE APPROVED REJEC77iD INSPECTOR ROOF INSPECTTONT'YPE APPROVED REJECTED INSPECTOR FRAME ROOF DRY -IN INSULATION ROUGH -IN FINAL ROOF INSULATION - ROOF WINDOWS/DOORS INSPECTION TYPE APPROVED REJECTED INSPECTOR DRYWALL / SHEETROCK BUILDING CEILING GRID FINAL WINDOW FIREWALL SCREW FINAL DOOR FIREWALL FINAL DEMOLITION INSPECTTONTYPE APPROVED REJECTED INSPECTOR CEILING AIR BARRIER INSULATION FINAL PRE -DEMO FIREWALL FINAL FINAL DEMO FINAL INSPECTIONS INSPEC77ONTYPE APPROVED REJECTED INSPECTOR SPECIAL / MISCELLANEOUS INSPEC77ONTYPE APPROVED REJECTED INSPECTOR FINAL COMMERCIAL - NEW PILING INSPECTION FINAL COMM - ALTERATION/ADDITION TILT WALL FINAL COMM - CHANGE OF USE TRAILOR TIE DOWN FINAL BUILDING - OTHER IRRIGATION FINAL FINAL UTILITY BUILDING. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.' A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAYBE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 REVISED: October 2011 Inspection Line 855.5.11.2112 Orlando Sanford Airport Sanford, FL This structure has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Building, Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609, and ASCE 40 were employed in the design of the structure: Ultimate Design Wind Speed (V„ it): 150 MPH 3-Second Gust Wind Speed (V.d): 116 MPH Risk Category: III Wind Exposure Category: C Applicable Internal Pressure Coefficient: +/- 0.00 Design Pressure for Exterior Components & Cladding: Walls = N/A Roof = +26.62/-20.07 PSF Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 Ph. # 407-539-2353 Lic. #35816 CA 98689 VICINITY MAP iK I . re. •0MyO Aw wba IIT r.n o.+m a r A f PROJECT SITE DAVIS & CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH, #407-539-2353 LIC. #35816 CERTIFICATE OF AUTHORIZATION #8689 Orlando Sanford International Airport 7000 Red Cleveland Blvd. Sanford, FL 32773 Economy Parking Lot Entry Canopy INDEX OF DRAWINGS 0 ISSUE DATE SHEET SHEET DESCRIPTION AO.0 COVER SHEET A0.1 SHEET INDEX LEGENDS, SITE PLAN, CODE DATA ARCHITECTURAL AD2.1 DEMOLITION FLOOR PLAN I NEW FOUNDATION PLAN A2.1 DIMENSIONIREFERENCE FLOOR PLAN 8 ROOF PLAN A6.1 CANOPY ELEVATIONS, SECTIONS, CANOPY DETAILS A7.1 COLUMN FOOTING DETAILS ELECTRICAL E1.0 ELECTRICAL NOTES, LEGENDS, SYMBOLS E2.1 ELECTRICAL PLAN, FIXTURE SCHEDULE, PANEL SCHEDULE, NOTES ARCHITECT BHM Architecture, Inc. Company License # AAC000233 Camala McCarter Hogue 478E A#a .Or 1. 108 PMB 264 V.. (407) 3332005 M_m Fl-32701-46n F.e@blmus.canmm, ELECTRICAL ENGINEER Joseph, Lawrence & Co. LLC Consu@ing Engineers Company License #28730 Blake Suddeth, P.E. 118O H—d Ave Sde r3000 Vdce (321) 9724466 Al—u, Springs, Florida 32714 keng.can blaMe.sudJ0h@$cerg 0000"l) MOBILE 1683 Beardail Ave. Suite 101 Sanford, FL 32771 877-321-5493 Orlando Sanford International Airport Economy Lot Entry Canopy Sanford, Florida PERMIT SET 2015.052 03-M16 RMH RMH issue date drawn by approved by project number REVISION SCHEDULE DATE DESCRIPTION COVER SHEET AO.0 sheet number OHM ARCHITECTURE, INC. MAIL ONLY: 478 E ALTAMONTE OR., SUITE 108 Pus 264, ALTAMONTE SPRINGS, FL 32701-4e22 PHONE: 407.333.2005 LICENSE 0PAC000233 ^w W W W I B H M U S I C O M ECONOMY PARKING LOT ENTRY CANOPY SITE PLAN N Ts SYMBOL LEGEND SYMBOL DESCRIPTION ROOM NAME 1 ROOM TAG - INDICATES ROOM NAME, ROOM ROOM NAME 2 NUMBER (FIRST DIGIT INDICATES FLOOR LEVEL. 000 REMAINING DIGITS INDICATE ROOM NUMBER 01 N.S.F. THRU 99) AND NET SQUARE FOOTAGE (N.S.F.) DOOR NUMBER TAG - FIRST DIGIT INDICATES FLOOR LEVEL. MIDDLE DIGITS INDICATE ROOM NUMBER 01 THRU 999. LAST DIGIT INDICATES NUMBER OF DOORS IN THE ROOM A, B, C, etc... NE ELEVATION TAG - TOP NUMBER INDICATES DETAIL LOCATION AND BOTTOM NUMBER INDICATES PAGE NUMBER INDICATES DETAIL NUMBER, NAME, AND SCALE OF DETAIL COLUMN GRID LINE TAG -A, B. C, ETC. IN ONE DIRECTION & 1,2,3 ETC. IN THE OPPOSITE LOCATION OF GRID NOTED A2, 4.7, ETC. X INTERIOR ELEVATION TAG - TOP NUMBER INDICATES DETAIL NUMBER, BOTTOM NUMBER XeX INDICATES PAGE NUMBER AND A,B,C,D INDICATE DIRECTION OF ELEVATION X D REFERENCE TAG INDICATES LOCATION OF SI - ENLARGED PLANS, ELEVATIONS, AND DETAILS - TOP NUMBER INDICATES DETAIL NUMBER AND BOTTOM NUMBER INDICATES PAGE DETAIL IS FOUND ON WALL TAG INDICATES WALL TYPE - REFER TO o—M WALL LEGEND FOR DETAILS OF WALL COMPONENTS vaxidii HEIGHT TAG INDICATES ELEVATION HEIGHTS SECTION MARK - TOP NUMBER INDICATES SECTION NUMBER AND BOTTOM NUMBER INDICATES PAGE SECTION IS FOUND ON WINDOW TAG INDICATES WINDOW TYPE REVISION TAG INDICATES REVISION NUMBER 1 PHOTO TAG - TOP NUMBER INDICATES SECTION NUMBER AND BOTTOM NUMBER INDICATES PAGE SECTION IS FOUND ON PROJECT CRITERIA THIS PROJECT COMPLIES WITH THE FOLLOWING CODES AS WELL AS ANY AMENDMENTS AS SET FORTH BY: CITY OF SANFORD BUILDING DEPARTMENT ORLANDO SANFORD INTERNATIONAL AIRPORT AVIATION AUTHORITY THE FOLLOWING CODES REGULATE THIS PROJECT: FLORIDA BUILDING CODE, 5TH EDITION FLORIDA ACCESSIBILITY CODE, 5TH EDITION FLORIDA FIRE PREVENTION CODE, 5TH EDITION NATIONAL ELECTRICAL CODE, CURRENT ADOPTED EDITION PROJECT ADDRESS: ORLANDO SANFORD INTERNATIONAL AIRPORT 1200 RED CLEVELAND BOULEVARD SANFORD, FL 32773 OCCUPANCY TYPE: GROUP U - UTILITY & MISCELLANEOUS, OPEN CANOPY CONSTRUCTION TYPE: TYPE II-B, NON-COMBUSTIBLE, NONSPRINKLERED AREA (CANOPY ROOF): 800 SQUARE FEET BUILDING HEIGHT (CANOPY ROOF PEAK): 1T-0" TABLE 601— FIRE RESISTIVE RATINGS - TYPE II-B: PRIMARY STRUCTURAL FRAME: 0 HR CLEATON ENGINEERING, INC. EXTERIOR: NIINGABEADAVISEXTERIOR: WA INTERIOR: NIA 260 WEKIVA SPRINGS ROAD, SUITE 1060 NON -BEARING WALLS AND PARTITIONS: LONGWOOD, FLORIDA 32779 EXTERIOR WA INTERIOR: NIA PH. #407-539-2353 LIC. #35816 FLOOR CONSTRUCTION & SECONDARY MEMBERS: N/A CERTIFICATE OF AUTHORIZATION #8689 ROOF CONSTRUCTION & SECONDARY MEMBERS: 0 HR MOBILE 1683 Beardall Ave. Suite 101 Sanford, FL 32771 877-321-5493 Orlando Sanford International Airport Economy Lot Entry Canopy Sanford, Florida PERMIT SET 2015.052 03-08-16 RMH RMH issue date drawn by approved by project number REVISION SCHEDULE DATE DESCRIPTION COVER SHEET AO.1 Sheet number BHM ARCHITECTURE, INC MAIL ONLY 478 E ALTAMONTE DR., SUITE 108 PMB 254, ALTAMONTE SPRINGS. FL 32701-4622 PHONE 407333.2005 LICENSE t AACW0233 =— W w W 3 H M U S C 0 M GENERAL DEMOLITION NOTES: 1. PREDEMOUTION PHOTOGRAPHS: SHOW EXISTING CONDITIONS OF ADJOINING CONSTRUCTION, INCLUDING FINISHED SURFACES THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SELECTIVE DEMOUTION OPERATIONS. SUBMIT TO OWNERS REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK, IF REQUIRED. 2. DEMOLITION WORK: PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. DEMOLISH IN A METHODICAL AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK SPECIFIED. PERFORM DEMOLITION MARK IN A MANNER AS TO MINIMIZE DAMAGE, EXCESSIVE NOISE OR VIBRATION. ANY OPERATION THAT IS ANTICIPATED TO CAUSE DISTURBANCE TO THE OWNER, SHALL BE COORDINATED WITH THE OSIA PROJECT MANAGER A MINIMUM OF THREE (3) DAYS PRIOR TO EXECUTION OF WORK. 3. -REMOVE" SHALL MEAN TO DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM. 4. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE. AND TRUE TO DIMENSIONS REWIRED. USE CUTTING METHODS LEAST UKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJCINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR DRILUNG, SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. 5. CLEAN AREAS OF DEMOLITION DAILY, INCLUDING ADJACENT AREAS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOU11ON OPERATIONS. 6. SCHEDULING: SCHEDULE DEMOLITION WORK WITH THE OSIA PROJECT MANAGER PRIOR TO START OF WORK TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR THE UNINTERRUPTED OPERATION OF THE FACILITY. 7. PROTECTION: EXERCISE CARE DURING WORK TO PROTECT EXISTING CONSTRUCTION TO REMAIN. REPAIR TO, OR REPLACEMENT OF, EXISTING CONSTRUCTION DUE TO DAMAGE BY DEMOLITION ACTIVITIES SHALL BE PERFORMED AT NO COST TO THE OWNER. 8. HAZARDOUS MATERIALS: THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY HAZARDOUS OR TOXIC MATERIALS ENCOUNTERED TO THE OSIA PROJECT MANAGER. 9. OPENINGS: WHERE OPENINGS ARE CREATED IN EXISTING CONSTRUCTION TO REMAIN, PROVIDE NEW CONSTRUCTION OF TYPE AND THICKNESSES TO MATCH ADJACENT. MATERIALS USED TO FILL THOSE OPENINGS AND FINISHES INSTALLED SHALL MATCH EXISTING, U.N.O. 10. EXISTING SERVICES: WHERE EXISTING SERVICES SUCH AS ELECTRICAL ARE AFFECTED BY DEMOLITION WORK, THE SERVICES SHALL BE TEMPORARILY SHUT DOWN DURING THE SPECIFIED HOURS AS APPROVED BY OSIA, AND BROUGHT BACK INTO SERVICE BEFORE THE END OF EACH WORK DAY. It. ALL MATERIALS USED FOR PROTECTION OF EXISTING SURFACES, SHALL BE REMOVED AND STORED AT THE END OF EACH WORK DAY, TO ALLOW USE OF THE AREA FOR NORMAL BUSINESS ACTIVITIES. 12. SEE GENERAL NEW CONSTRUCTION NOTES FOR ADDITIONAL INFORMATION EXIST. SOD AREA EXISTING CONCRETE CURB & GUTTER EXISTING CON( ISLAND EXISTING ELECTRIC PULL BOX I I I I I I I I NEW GROUT INFILL AT — BLOCK -OUT I I II I EXIST. CONC. FILLED BOLLARD -TYP J EXIST. SOD AREA I `— EXISTING CONCRETE CURB & GUTTER ABOVE I EXISTING CONCRETE - ISLAND ABOVE EXISTING ELECTRIC PULL BOX ABOVE NEW C.I.P. CONCRETE _- FOOTING - SEE DETAILS A(7.1 & ACL.2 _ _ II I I NEW ALUMINUM - I COLUMNS I EXISTING ASPHALT_ PAVEMENT 2 '.\ / 1 4 o F v,II \ EXIST. SOD AREA PARKING 014TT L EQUIPMENTENT EXISTIN METAL POLE WI 6 7 m LIGHT F TURE & ALLETRANSPIDADPOREWOVE TRANSPONDER -REMOVE ALLO II EXISTIIIING PARKING OCONT L EQUIPMENT IST. a CONC. FILLED M-LARDS - TYP' I LI_ II_ I INDICATES LINE OF EXISTING ELECTRICAL DATA PANELS o T CANOPY ABOVE EXISTING ASPHALT__,-' PAVEMENT N 1 REMOTE CANOPY PLAN- DEMOLITION I SON: N.T3. 15038 FP 4'-0• EW C.I.P. CONCRETE FOOTING - SEE DETAILS Z-3- V- 1/2'` A/7.1 & AR.2 EXISTING PARKING CONTROL EQUIPMENT EXISTING PARKING I CONTROL EQUIPMENT I j - COORDINATE FINAL c9 BLOCK -OUT SIZE W/ CANOPY MFG. V-1 12' 7,3' 1'- 1/2" 4'8' REMOTE CANOPY FOUNDATION PLAN2a— N.- 15038 FP GENERAL DEMOLITION NOTES: OCAREFULLY SAWCUT & REMOVE SECTIONS OF EXISTING W . THICK CONCRETE SLAB, AND HAND EXCAVATE SOIL TO DEPTHS & WIDTHS TO PROPERLY INSTALL NEW COLUMN FOOTINGS. IF UNDERGROUND UTILITIES ARE DISCOVERED WITHIN THE BOUNDARIES OF THE NEW FOOTING, IMMEDIATELY NOTIFY THE OSIA PROJECT MANAGER AND THE DESIGN TEAM. OCAREFULLY SAWCUT & REMOVE SECTIONS OF EXISTING ASPHALT PAVEMENT, ANDHANDEXCAVATESOILTODEPTHS & WIDTHS TO PROPERLY INSTALL NEW COLUMN FOOTINGS. IF UNDERGROUND UTILITIES ARE DISCOVERED WITHIN THE BOUNDARIES OF THE NEW FOOTING, IMMEDIATELY NOTIFY THE OSIA PROJECT MANAGER, AND THE DESIGN TEAM. O CAREFULLY HAND EXCAVATE SOIL TO DEPTHS & WIDTHS TO PROPERLY INSTALL NEWCOLUMNFOOTINGS. CAREFULLY SAWCUT & REMOVE SECTIONS OF EXISTING CONCRETE CURB & GUTTER IF REQUIRED. IF UNDERGROUND UTILITIES ARE DISCOVERED WITHIN THE BOUNDARIES OF THE NEW FOOTING, IMMEDIATELY NOTIFY THE OSIA PROJECT MANAGER, AND THE DESIGN TEAM. O AT LOCATIONS WHERE THE NEW FOOTING EXCAVATION OVERLAPS AREAS OF EXISTING CONCRETE SLAB AND/OR CONCRETE CURB &GUTTER, THE GENERAL CONTRACTOR HAS THE OPTION TO EXCAVATE UNDER THESE AREAS WITHOUT REMOVING THEM, AS LONG AS NO DAMAGE, DISPLACEMENT, ETC. OCCURS. O CAREFULLY HAND EXCAVATE SOIL TO DEPTHS & WIDTHS TO PROPERLY INSTALL NEW UNDERGROUND CONDUITS AS NOTED ON THE ELECTRICAL DRAWINGS. IF UNDERGROUND UTILITIES ARE DISCOVERED WITHIN THE BOUNDARIES OF THE NEW EXCAVATION, IMMEDIATELY NOTIFY THE OSIA PROJECT MANAGER AND THE DESIGN TEAM. OCAREFULLY REMOVE EXISTING LIGHT FIXTURE AND PVC SECTION MOUNTED TO EXISTING METAL POLE. CAREFULLY REMOVE ELECTRICAL WIRE BACK TO PULL BOX AND CAP. POWER MAY BE USED FOR NEW FIXTURES, BUT WITHIN NEW CONDUIT. SEE ELECTRICAL. OCAREFULLY REMOVE EXISTING TRANSPONDERS MOUNTED TO EXISTING METAL POLE, AND THE METAL POLE AND BASEPLATE & ANCHORS. CAREFULLY REMOVE ELECTRICAL & DATA WIRES BACK TO PULL BOX AND CAP. TURN TRANSPONDERS OVER TO THE OSIA PROJECT MANAGER OS ALL DIMENSIONS MUST BE FIELD VERIFIED AND FULLY COORDINATED WITH FINAL CANOPY SHOP DRAWINGS, INCLUDING COLUMN SIZES, SPACING, BLOCK -OUT SIZES, ETC. II I I I I I I EXISTING CONCRETE I CURB & GUTTER ABOVE I I EXIST ' AREA SOD I I EXISTING ELECTRICAL DATA PANELS I I II II 64e) MO BBLE s„oH.Lrte.. Tu. 1683 Beardall Ave. Suite 101 Sanford, FL 32771 877-321-5493 Orlando Sanford DAVIS & CLEA-1 ON ENGINEERING, INC. International Airport 260 WEKIVA SPRINGS ROAD, SUITE 1060 Economy Lot Entry Canopy LONGWOOD, FLORIDA 32779 Sanford, Florida PH. #407-539-2353 LIC, #35816 CERTIFICATE OF AUTHORIZATION #FAWIT SET 2015.052 03-08-16 RMH RMH issue date drawn by approved by project number REVISION SCHEDULE DATE DESCRIPTION j DEMOLITION FLOOR PLANT AD2emNEWFOUNDATIONPLANnumber BHM ARCHITECTURE, INC. MAIL ONLY'. 47B E ALTAMONTE DR., SUITE 108 PMB 264. ALTAMONTE SPRINGS, FL 32701-46'22 PHONE: 407.333,2005 LICENSE t PA0000233 ucrry. GENERAL NEW CONSTRUCTION NOTES: 1. DUE TO THE NATURE OF THE BUSINESS ACTIVITIES THAT MUST OCCUR AT THIS AREA, THE PROPOSED WORKING DAYS & HOURS FOR DEMOLITION, NEW CONSTRUCTION, ETC.. MUST BE CLOSELY COORDINATED WITH THE OSHA PROJECT MANAGER. 2. ALL CONSTRUCTION PERSONNEL SHALL RESTRICT THEIR ACCESS TO THE GENERAL AREA OF THE NEW PROJECT, AND SHALL NOT VENTURE BEYOND THE LIMITS OF THE WORK SCOPE AREA. 3. ALL MATERIALS USED FOR PROTECTION OF EXISTING SURFACES, EWIPMENT, ETC., SHALL BE REMOVED AND STORED AT THE ENO OF EACH WORK DAY, TO ALLOW USE OF THE AREA FOR NORMAL BUSINESS ACTIVITIES AS REWIRED. 4. ACCESS TO THE EXISTING ELECTRICAL h POWER SUPPLY TO THE NEW CANOPY SHALL BE COORDINATED NTH THE OSIA PROJECT MANAGER. 5. CLEAN AREAS OF NEW CONSTRUCTION DAILY, INCLUDING ADJACENT AREAS OF DUST, DIRT, AND DEBRIS CAUSED BY THE CONSTRUCTION ACTIVITIES. 6. EXERCISE CARE DURING WORK TO PROTECT EXISTING CONSTRUCTION TO REMAIN. REPAIR TO, OR REPLACEMENT OF, EXISTING CONSTRUCTION DUE TO DAMAGE BY CONSTRUCTION ACTIVITIES SHALL BE PERFORMED AT NO COST TO THE OWNER. EXISTING] SOD AREA EXISTING / ASPHALT ---/// PAVEMENT EXIST. CONCRETE I I CURB: GUTTER II 0 INDICATES LINE OF ALUMINUM CANOPY ABOVE II EXIST. ELECTRICAL BOX EXISTING PARKING CONTROL EQUIPME T LL — INDICATES LINE J OF FOOTING 12'-0' 1 A6.1 OPP, NEW ALUMINUM CANOPYCOLUMNS- TYP EXISTING Soo/ 1 --AREA I I EXISTING PARKING 0 I I 00NTROL EQUIPMENT EXIST. ELECTRICAL & DATA PANELS b> 3 M.1 I oOIEXIST. CONCRETE I ISLAND 1 II J NEW ALUMINUM CANOPY COLUMNS - ALUMINUM CANOPY EDGE BEAM WI INTEGRAL GUTTER L ALUMINUM CANOPY _ ROOF SYSTEM 12'-0' 1 2 REMOTE CANOPY ROOF PLAN 15039 CANOPY ROOF GENERAL NOTES: O PROVIDE NEW CONCRETE SLAB INFILL AS REQUIRED TO MATCH EXISTING SURROUNDING SLAB IN HEIGHT & FINISH. O PROVIDE NEW ASPHALT PAVEMENT AND BASE COURSE MATERIAL TO MATCH EXISTING SURROUNDING PAVEMENT. O PROVIDE NEW CLEAN COMPACTED FILL, NEW TOP SOIL AND SOD AS REQUIRED AT DISTURBED AREAS. O PROVIDE NEW AND/OR REINSTALL EXISTING CONCRETE FILLED BOLLARDS AT THEIRPREVIOUSLOCATIONS, AND PAINT TRAFFIC YELLOW TO MATCH EXISTING. DAVIS & CLEP, i (DINEiNGMERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTHORIZATION #8689 6X10 GUTTE 6X 10 BEAM 6X10 GUTTE ALUMINUM MNS 4LUMINUM HIP I LUMINUM BEAM DREMOTE CANOPY ROOF FRAMING PLAN Scale: N.TS. NOTE: ALL MEMBERS SHALL HAVE A MINIMUM WALL THICKNESS OF 0.188" l MOBILE C 1683 Beardall Ave.. Suite 101 Sanford,. FL 32771 877-321-S493 Orlando Sanford International Airport Economy Lot Entry Canopy Sanford, Florida PERMIT SET 03-MI6 RMH RMH issue date drawn by approved by 2015.052 project number REVISION SCHEDULE DATE OESCRIPTM FLOOR PLAN 1 ROOF PLAN A2.1 sheet number I ,. sEnn.,uwn. o.nE:w.e..o scarcnaa caa,wm..nrae w..vwaaw caora..o nE.iA,nae II YYY BHM ARCHITECTURE, INC. MAIL ONLY: 478 E ALTAMONTE DR., SUITE IM PMB 264, ALTAMONTE SPRINGS, FL 32701-4622 PHONE'. 407 333 2005 LICENSE#AAC000233 _____ 3 ALUMINUM CANOPY 12 M'1 ROOF SYSTEM M'1 ALUMINUM CANOPY 10'x6' ALUMINUM I ROOF SYSTEM 12 12 NEW C.I.P. CONC. CANOPY COLUMNS - B ALUMINUM CANOPY 6 INFILL TO MATCH TYP. EDGE BEAM WI ALUMINUM CANOPY EXIST. ISLAND EXIST, CONCRETE INTEGRAL GUTTER MBFAM EDGE BEAM WI INTEGRAL GUTTER BEAM EXIST. GRADE CURB 8 GUTTE 10'x6- ALUMINUM i J CANOPY COLUMNS- 10'x6'ALUMINUM YT.O. Fi TMG TYP. CANOPY COLUMNS - TYP CONCRETE FOOTING COORDINATE FINAL SIZE EXIST. RAISED W/ CANOPY STRUCTURALI CONCRETE ISLAND ENGINEER EXISTL CONCRETE EXIST. CONCRETE 2 KIST. GRADE CURB & GUTTER BEYw AN EXIST. CONCRETE PARTIAL SECTION CURB & GUTTERHALT EXIST. ASPHALT EXIST. ASPHALT EXIST. ASPHALT Scale: N.TS. PAVEMENT PAVEMENT II PAVEMENT FM i y'""y If Tu. PAVEMENT FRONT ELEVATION Scale: N.TS. CANOPY SYSTEM 5 FRAMING AU PRE-ENGINEERED 6 12 CANOPY ROOF DECK MI 6 STAINLESS STEEL BIRD CONTROL NEEDLE STRIPS l BEAM ALUMINUM CANOPY 12" (TYP.) EDGE BEAM W/ INTEGRAL GUTTER CANOPY SYSTEM BEAM 10'x6' ALUMINUM CANOPYCOLUMNS- TYP. EXIST. RAISED CONCRETE ISLAND - EXIST. ASPHALT 2 SIDE ELEVATION Scale: N.TS. CANOPY SYSTEM e 17N FRAMING 10'x6' ALUMINUM NEW ASPHALT CANOPY COLUMNS PAVEMENT & BASE TYP. EXIST, CONCRETECOURSETOMATCH ISLANDEXIST. AS REDD. AT NEW C.I.P. CONC. CANOPY ROOF DECK STAINLESS STEEL BIRD CONTROL NEEDLE STRIPS BEAM ALUMINUM CANOPY EDGE BEAM W/ INTEGRAL GUTTER NEW C.I.P. CONC. INFILL TO MATCH EXIST. ISLAND NEW FOOTING INFILL TO MATCH EXIST. ISLAND EXIST. ASPHALT EXIST. ASPHALT III i'i PAVEMENT EM - _ - _ . ,1ENT C.I.P. CONCRETE _I--,- YT.O.iiI GFOOTING- CONCRETEFOOTING'- COORDINATE FINAL SI I it W/ CANOPY STRUCTURAL ENGINEER 21 BEYOND A7.1 BUILDING SECTION Scale: N.TS. NOTE: ROOF SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS UJiiilnl n_I- t 1 CONCRETE FOOTING COORDINATE FINAL A7.1 SIZE W/ CANOPY STRUCTURAL ENGINEER NOTE: THESE FOOTING ELEVATIONS ARE ONLY APPROXIMATE & MUST BE FIELD VERIFIED, SO THAT TOP OF FOOTING IS MINIMUM 12' BELOW GRADE, AT THE LOWEST ADJACENT GRADE ELEVATION A BUILDING SECTION Scale: N.TS. 2) 3/4" A325 THR BOI EACH SIDE EACH COLU 10x6 GUTTER J BEAM 171-11vpLAN DETAIL Scale: N.TS. INS COLUMNS GENERAL NOTES 1. CANOPY COMPONENTS TO BE EXTRUDED ALUMINUM ALLOY 6063 T6. 2. ALUMINUM FILLER METALS TO BE ER 5356 ALUMINUM MAGNESIUM ALLOY. 3. ALL SCREWS TO BE STAINLESS STEEL. 00000) MOBILE 1683 Beardall Ave. Suite 101 Sanford FL 32771 877-321-5493 Orlando Sanford International Airport 48 RIDGE BEAM Economy Lot Entry Canopy Sanford, Florida RIDGE DETAIL 9 Scale: N.TS. — PERMIT SET 2015.052 CUSTOM 1/8' ANGLE 4}' DECK 4Z DECK 03-08-16 RMH RMH SCREW, 14B x SS WI FASCIA TIE BACK SIM. 3' DECK SIM. T DECK issue date drawn by approved by project number ANGLEEAC 4xB RIDGE BEAM NEOPRENE WASHER AT STRAP CUSTOM 1/8' ANGLE 4x8 HIP BEAM B' x tm x 0.188' DATE DEscwPraN HEDULE CUSH DECK BOTTOM 10x6 GUTTER 10' TRANSFER TUBE 6'FASCIA WELDED 6-FASCIA BEAM CONNECTION TO10x6TUBE4'DECK III'l 1 N>I1i,al^j9t','y'illa ,N 3/16' TYP. 4} DECK FASCIA TIE BACKQSIM. 3'DECK SPIKED BIRD CONTROL DEVICE STRAP 10x6BEAMS YPLATELDE -60ELEVATIONSA6 1BOLTEDTO10x6TUBEBOLTED IOx6 COLUMN 10'BELOW 4xB HIP 6EAMBUILDING SECTIONS sheet numberTYP. WATER ffi W/ 2) 3/4" 3!16' T010x6 COLUMN A 5THRU TYP 16. BOLTS EACH10x6EDGEBEAM SIDE OF EACH4x8B10x6EDGEBEAM1 EAM WI INTEGRAL GUTTER WI INTEGRAL GUTTER COLUMN 4x8 RIDGE BEAM SCUPPER 10x6 COLUMNS DAVIS & OLEATOFd ENGINEERING, INC. 10x6 BEAM ' V` J RIDGE DETAIL 6 FASCIA DETAIL FASCIA DETAIE60 WEKIVA SPRINGS ROAD, SUITE i PLAN DETAIL /r/! Scale: N.TS. Scale: N.TS. Scale: N.TS. VUU, I-LORIDA 32779Scale: N.TS. BHM ARCHITECTURE, INC. MAIL ONLY: 478 E ALTAMONTE DR., SUITE ICB PMB 2 . ALTAMONTE SPRINGS, FL 3901-4M PHONE:. 7.333.. LICENSE OAACOW233 _ 39 CERTIFICATE OF AUTHORIZATION #8689 W W W B H M I U S C 0 M NEW CONCRETE SLAB ISLAND INFILL W/ 6 X 6 W1.4 X W1.4 WWF- DEPTH TO MATCH EXIST. AS REQUIRED AS REQUIRED PROVIDE BLOCK -OUT AS REQUIRED NEW ASPHALT PAVEMENT & BASE COURSE TO FOR COLUMN INSTALLATION MATCH EXISTING ASPHALT AS REQUIRED F, 1-- COAT ALL PORTIONS OF COLUMN IN EXISTING ASPHALT PAVEMENT - GC TO VERIFY 1 1 CONTACT WITH CONCRETE, ASPHALT, THICKNESS & ADJUST NEW ASPHALT OR SOIL W/CLEAR ACRYLIC SEALER ACCORDINGLY NEW GROUT TO BE MINIMUM 2000 PSI a a COMPRESSIVE STRENGTH m a. a 4 w d. N a) #5 VERTICAL STEEL REINF. - 1 AT EACH _ CORNER 4. d 4 #7 STEEL REINF. EACH WAY, EQUAL SPACINGO - as 4 e I 1 I NEW TREATED COMPACTED FILL AS REQUIREDQ AT NEW FOOTING ALL NEW CONCRETE TO BE MINIMUM 30W PSI i1COLUMN FOOTING DETAIL Scale: N.TS. PROVIDE BLOCK OUT AS REQUIRED FOR COLUMN INSTALLATION NEW CONCRETE SLAB ISLAND INFILL W/6 X 6 W1.4 A§,REQUIRIF REQUIR X W1.4 WWF - DEPTH TO MATCH EXIST. NEW ASPHALT PAVEMENT & BASE COURSE TO COAT ALL PORTIONS OF COLUMNS IN MATCH EXISTING ASPHALT AS REQUIRED AT CONTACT WITH CONCRETE, ASPHALT, NEW FOOTINGS - EA. SIDE OR SOIL W/ CLEAR ACRYLIC SEALER EXISTING ASPHALT PAVEMENT - GC TO VERIFY EXISTING ASPHALT PAVEMENT - GC TO THICKNESS & ADJUST NEW ASPHALT i VERIFY THICKNESS & ADJUST NEW ACCORDINGLY ASPHALT ACCORDINGLY NEW GROUT TO BE MINIMUM 2000 PSI - HOLES IN BOTTOM OF COLUMNS TO KEY COMPRESSIVE STRENGTH GROUT, SIZE & LOCATIONS PER MANUFACTURER I O O w a I 4) - 95 VERTICAL STEEL REINF. -1 AT EACH I CORNER 0 0 e < d e < d ad . 14) - #7 STEEL REINF. EACH WAY, EQUAL SPACING a NEW TREATED COMPACTED FILL AS REQUIRED AT NEW FOOTING It t ALL NEW CONCRETE TO BE COLUMN FOOTING DETAIL MINIMUM 3000 PSI 2 Scale: N.TS. NOTE: THE NEW FOOTING SIZE & REINFORCING IS BASED ON INFORMATION PROVIDED BY THE NEW CANOPY SHOP DRAWING STRUCTURAL ENGINEER. NEW FOOTING DESIGN TO BE CONFIRMED WITH THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. NEW CONCRETE SLAB ISLAND INFILL W/ 6 X 6 W1.4 X W1.4 WWF - DEPTH TO MATCH EXIST. AS REQUIRED AS REQUIRED PROVIDE BLOCK -OUT AS REQUIRED FOR COLUMN INSTALLATION EXISTING CONCRETE ISLAND COAT ALL PORTIONS OF COLUMN IN 1 1 CONTACT WITH CONCRETE, ASPHALT, OR SOIL W/ CLEAR ACRYLIC SEALER EXISTING ASPHALT PAVEMENT - GC TO VERIFY THICKNESS & ADJUST NEW ASPHALT d ACCORDINGLY NEW GROUT TO BE MINIMUM 2000 PSI COMPRESSIVE STRENGTH a. II G o w w 4d N 4) - #5 VERTICAL STEEL REINF. - 1 AT EACH CORNER e A a a aa. z. eI d 4) -#7 STEEL REINF. EACH WAY, EQUAL SPACING 4.- d i ea I NEW TREATED COMPACTED FILL AS REQUIRED d AT NEW FOOTING--- ILL NEW CONCRETE TO BE - - MINIMUM 3000 PSI i1 COLUMN FOOTING DETAILScale: N.TS. RAF r'7__ MOBILE sn<oiatu.. rae. 1683 Beardall Ave. Suite 101 Sanford FL 32771 877-321-S493 Orlando Sanford International Airport Economy Lot Entry Canopy Sanford, Florida PERMIT SET 2015.052 03-0B-16 RMH RMH issue date drawn by approved by project number RENISION SCHEDULE DATE DESCRIPTION DETAILS A7.1 sheet number DAVIS & CLEAf ENIGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 1 PH. #407-539-2353 LIC, #35816 CERTIFICATE OF AUTHORIZATION #8689'' 3HM ARCHITECTURE, INC. MAIL ONLY: 478 E ALTAMONTE DR., SUITE 108 PM8 264, ALTAMONTE SPRINGS, FL 32I01-4672 PHONE. 4W.333.2005 LICENSE# AACODD233 R IT #