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430 Gordon St 18-1211; electricalCITY OF Ski!4FORD FIRE DEPARTMENT Building & Fire Prevention Division MAY 14 2013 PERMIT APPLICATION Application No: -/& - / Z // Documented Construction Value: $ Z75'00.00 Job Address: - y,) oD U! 5S-S;', FZ Historic District: Yes No[9 Parcel ID: Residential Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use Move Description of Work: /f/G 4J xsui 4 Q lee Ix,T-A- Plan Review Contact Person: L A4, 1 Title: Phone: y07 -9y7- z/0/ f Fax: Email: Property Owner Information 3Z / — -34-3- 6 Name R on Phone: Street: 12 2 G U2 CO PA 57 Resident of property? : /U O City, State Zip: - Sr,n d FL J Y Ole c •c , Contractor Information Name Phone:'* " Z O o - 8el ll Street: -Z.5'76 ,c 7 Fax: City, State Zip: Cf State License No.: F/1 / 30/ 5 Z SS Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID Signatur ontractor/Agent Date Pr ontrac(or/Agent's Name Signature ofNotary-State of Florida Date ANNETTE M BLAND Notary Public - State of Florica a Coa:miS$ior : GG s 70900 a ';' MY Comm. Expires Jan 16. Contr `"c-;P&M1ia14ysK wn to Me or Produced ID Type o FD— BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application PERMIT OFFICE ALPIM-00~ NE Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineilw.com Site Information: Customer. Accu -Span Truss Company Job Number. 19673 JobDescription: GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Address. 322 GORDON ST. City, State, Zip: SANFORD, " Name: Address: Address and License # of Structural EOR if one exists for the building: License #. State: Job Engineering Criteria: Design Code: FBC 2017 RES City, State, Zip: View Version: 17.02.01.1114.21 JRef #: 1 W 9N4080017 Wild Standard., ASCE 7-10 Wind Speed (mph): 139I Roof Load (psn: 20.00-10.00- 0.00- Floor Load (pso: None 10.00 This package contains a job notes page, 5 truss drawings and 0 details. Item Seal # Truss 1 087.18.1221.53990 T4 3 087.18.1222.06197 T6 5 087.18.1222.21773 T2 Item Seal # Truss 2 4 087.18.1221.55890 087.18.1222.16527 T3 T5 This document has been electronically signed using a Olgital Signature. Printed copies wlthoul an original signature must be verified using the original electronic version. tl P H. k No. 70861 1: STATE OF 4 •'••.4 ORIOr// FSS/oNAI E ° 03/28/2018 Florida Certificate of Product Approval #FL1999 Printed 3/28/2018 4:23:35 PM Job Number. 19673I Py: 1 I SEON: 877345 / T4 JACK Cust: R408 JRef: 1 W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -FBI in later Oy: 8 FROM: AH DrwNo: 087.18.1221.53990 Truss Label: T4 KM / BAF 0312&WIO 12 6 F7- C 43 2X4(A1) 6" 1' i --'+T it Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph SCLL- 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 40.00 EXP: C Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit. 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft FT/RT:0(0y0(0) Loc. from endwall: Any Plate Type(s): GCpi: 0.18 WAVEWindDuration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense T T K I ee"' FM,qh Snow Criteria (P9.PF in PSF) DefUC81 Criteria Pg: NA Ct NA CAT: NA PP Deflection in toe Udell LM) Pf: NA Ce: NA VERT(LL): NA Lu- NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 C HORZ(TL): 0.000 C - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.036 TPI Std: 2014 Max SC CSI, 0.005 Rep Factors Used: Yes Max Web CSI. 0.000 FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Addidonal Notes Provide (2) 16d oommon(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 10'6"11 Io] Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 97 /22 /74 /- /24 /8.0 D 14 /1 /11 /- /- /1.5 C 11 /7 /e /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 3756 03/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Lire extreme care in fabricating, handling shiDpm installing and bracing. Refer to and follow the latest edition of RCSI (Building5$fety Intonnation, by TPI an a SBCA) far safety $racbces prior to perfo rning these functions. Installers shall provide temporary BGSI. Unless no omerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 7rd ceiling Locations shown for DermenerfI late rel restrernt of webs shall have bracing inslalled per SCSI sections $3, 87 or 810 le.- 6p plates to each face of lass anC position as shown above and on the JoinTDetails, unless noted otherwise. Refer to' 3, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the in conformance with ANSIITPI 1, or for handling. shiDpin , installation and bracing of WssesA Cal on thl9 drawing or cover 3 e this drowln indicates acceptance of pro)fessiona engineering responslbill sole) forth deer n shown. The outFabilityseofthis awing for any structure s e ,,V of the building DesigrSer pe ANSI 1.2. A PLINE nmvm vn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. 19673I Py: 1 I SEON. 877351 / T3 JACK I Cust: R408 JRef: 1W9N40W017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 8 FROM. AH DrwNo: 087.18.1221.55890 Truss Label: T3 KM / BAF 0312arm18 C 6W 2X4(A1) Loading Criteria (psl) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 40.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4 2 psi Soffit: 2.00 BCDL 5 0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Plate Type(s): Loc. from endwall: Any WAVE GCpi. 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 3' 3' Snow Criteria (P9.PI in PSF) Defl/CSi Criteria Pg: NA Cl NA CAT: NA PP Deflection in loc Udell L//1 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI 0.153 TPI Std: 2014 Max BC CSI: 0.091 Rep Factors Used. Yes Max Web CSI: 0.000 FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional CdC member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5') toe -nails at bottom chord. Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 168 /31 /120 /- /57 /8.0 D 54 /3 /39 /- /- /1.5 C 78 /38 /41 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 03/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS mire extreme care in fabricating, handling,shrDpin in%slling and bracing. , Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, byy TPI an SBCA) safety $ractices prior to performing these functions Installers shall provide temporary BCSI. Unless no dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly l7id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing nst$Iled per SCSI sections Q3, 87 or B70, le. Appljr pl es to each face of truss and position as shown above and on the JomTdetads, unless noted othervvrse. Defer to 60A -Z for standard plate positions. a division of any failure to build the I or coverpa e in. The sui bility A PLINE nmvmrwvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 t 19673 Ply: I SEON: 877 Cust: R408 GORDO ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later I Qty: 4 I FROM: AH 357 / T6 HIP_ I Dr / BAF 18. 1. 1222.061:722.0 620 18 17 Truss Label: T6 L 12 12'5'6 4.24 p v SO V r CV B 13 tA 10' D Loading Criteria (psi) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration. 1.25 Spacing: 24.0 " 2X4(A1) 9"4 Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.16 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 pit at -0.77 to 61 pit at 000 TC: From 2 pit at 0.00 to 2 pit at 6.77 BC: From 0 pit at -0.77 to 4 pit at 0.00 BC: From 2 pit at 0.00 to 2 pit at 6.77 TC: 21 Ib Cone. Load at 1.41 Code / Misc Criteria Creep Factor. 2.0 TC: 156 Ib Cone. Load at 4.24 Max TC CSI: 0.660 TPI Std. 2014 BC: 29 Ib Cone. Load at 1.41 Rep Factors Used: Yes Max Web CSI: 0.000 BC, 107 Ib Conc Load at 4.24 Plate Type(s): Wind Wind loads and reactions based on MWFRS. 6'9"4 6'9"4 Snow Criteria (Pg.PI in PSF) De1VCSI Criteria Pg: NA Ct NA CAT: N PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.010 D HORZ(TL): 0.020 D - Code / Misc Criteria Creep Factor. 2.0 Bldg Code. FBC 2017 RES Max TC CSI: 0.660 TPI Std. 2014 Max BC CSI: 0.526 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01A.1114.21WAVE Additional Notes Provide (2) 16d common(0 162"x3.5") toe -nails at top chord. Provide (2) 16d oommon(0.162"x3.5") toe -nails at bottom chord IMPORTANT- FURNISH cusses rreeqquire extreme care in fabricat omponent Safety Information, by TPI a bracing per SCSI. Unless noted otiherwk attech C n id ceiling, plates shown diraawings 160A-Zforstandard plate fee any as GE..S• • F •• o. r0s 03/28/2018 INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 233 /45 /- /- /- /10.6 D 124 /4 /- /- /- /1.5 C 102 /36 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# failure to build the I or rover pa e n. 7Te sui billty ALPINE wn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. 19673 Py: 1 SEON: 877363 175 EJAC Cust: R408 JRef: 17N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -FBI in later Oy: 10 FROM: AH DrwNo: 087.18.1222.16527 Truss Label: T5 I KM / BAF 032812018 Ci 2X4(A1) 6" 4'10" 4'10" Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed SCOL: 10.00 Risk Category: 11 EXP. C Des Ld: 40.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 200 BCDL: 5.0 psi Load Durabon: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Plate Type(s): Loc. from endwall: not in 4.50 R WAVE GCpi. 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Snow Criteria (Pg,Pi in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeft L/# PF. NA Ce: NA VERT(LL): NA Lu- NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.005 D - HORZ(TL): 0.009 D - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0 300 TPI Std: 2014 Max BC CSI: 0.225 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional CSC member design. Additional Notes Provide (2) 16d common(0.162"x3.5") too -nails at top chord. Provide (2) 16d common(0.162"4.5") toe -nails at bottom chord. 03/28/2018 Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 241 142 /169 / - 187 /8.0 D 69 /5 /66 /- /- /1.5 C 131 /64 /70 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabricating, Aandling shi in ingtalling and bracing. Refer to and follow the latest edition of SCSI (Building omponen[ gafety Information, byTPI and SBCA) f3i saf°epty practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted oUterwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing nslelled per SCSI sections ¢3, 87 or BtO, as appliesbTa. Apply pl es to each face of truss and position as shown above and on the JoinF etails, unless noted othenvrse. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW Buildingp omponents Group Inc.• shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T 1 1, or for handling, shipping, installation and bracing of trussesA seat on thly drawing or cover pa Q 2800 Lake Orange Dr. listing this drawing indicates acceptance of Brofeasionaf en in erimg ponslbil'ity solely for Was n shown. The aui bilityanduseofthismowingforanystructureisBreresponsibilitorthe6uingDeaigderpefANSUTPI1 .2. Suite 150 For moro infannoWn we eus • b's general notes page and these web sites: ALPINE: www at medw cam TPI: www t ' at org& Seek www sbcindu .core ICC: www.iccwfo.org Orlando FL, 32837 Job Number. 19673 Py: 1 SEON: 877371 / T2 HIPS Cust: R408 JRef: 1W9N4080017 GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 2 FROM: AN D=o: 087.18.1222.21773 Truss Label: T2 KM / BAF 0312812018 4'10" 8'4" 11'10" 4'10" 3'6" 3'6" 4'10" d 4X6 =3X4 4X6 t2 C D E 6 T T B F iv 4 19L G I,D, I H B2 4X4(A2) = 3X4 = 5X6 4X4(A2) 16'8" 6" 511„8 } 6'5" + 511,18 +6" P 5'1"8 11'6"8 16'8" Loading Criteria (psi) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 40.00 NCBCLL: 10.00 Soffit. 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Endosure: Closed Risk Category: II EXP: C Mean Height 15 00 H TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 CdC Dist a• 3.00 it Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 92 Dense Bot chord 20 SP 91 Dense :82 20 SP #2 Dense, Webs 2x4 SP #3 Special Loads Lumber Dur.Fac =1.251 Plate Dur.Fac.=1.25) TC: From 62 pit at -0.50 to 62 pit at 4.83 TC: From 31 pt at 4.83 to 31 pit at 11.83 TC: From 62 pit at 11.83 to 62 pit at 17.17 BC. From 4 pit at -0.50 to 4 pit at 0.00 BC: From 20 pit at 0.00 to 20 pit at 4.86 BC: From 10 pit at 4.86 to 10 pit at 11.54 SC: From 20 pit at 11.54 to 20 pit at 16.67 BC: From 4 pit at 16 67 to 4 pit at 17.17 TC: 233 Ib Conc Load at 4.86,11.80 TC: 131 Ib Conc. Load at 6.90, 8.33, 9.77 BC. 213 Ib Conc Load at 4.86,11.80 BC: 89 Ib Conc. Load at 6.90, 8 33, 9.77 Purilns In lieu of structural panels use purlins to brace all flat TC @ 24" oc Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,PI in PSF) Pg NA CL NA CAT: W PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s), WAVE DefVCSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.067 D 999 240 VERT(TL): 0.202 D 999 180 HORZ(LL): 0.024 H - - HORZ(TL)- 0.049 H - Creep Factor. 2.0 Max TC CSI: 0.341 Max BC CSI- 0.793 Max Web CSI: 0.245 VIEW Ver. 17.02.01A.1114.21 03/28/2018 Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 1353 /374 / - / - / - /8.0 F 1354 / 374 / - / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B 8 F are a rigid surface. Bearings B 8 F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp. B - C 683 -2494 D - E 590 -2239 C - D 590-2242 E - F 683 -2490 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - I 2166 -580 H - F 2163 -580 I- H 2507 -72D Maximum Web Forces Per Ply fibs) Webs Tens.Comp. Webs Tens. Comp. C-1 643 -76 H - E 642 -76 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses regytre extreme care in fabncabnpp, hhandlinD shi pin in%alling,and bracing. Refer to and follow the latest edition of SCSI ((BuildingornnengSafetyInformation, by TPI an' SBCA) tui safety $ractices prior to performing these functions. Installers shall urovide terhporarr bracing per SCSI. Unless no omerwise,top chord shall have properly attached structural sheathing and bottom chord snail have a properly attached riggid ceiling Locations shown for rmanant lateral res int of webs shall have br dog installed per SCSI sections B3, B7 or 810, as ice a. Apply ppl ates to each face truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to A LPI N Edrawings160A -Z for standard plate positions. Alpine, a division of ITW BuildinsQ omponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T 11, or for handlin shiDpino, installation and bredn of trussesA $cal on this drawing or cover pa a 2400 Lake Orange Or. Ilstin this drawing Indicates accep rice 0f ass one n in ring ns tiilihr solely >ror the deal n Shown. The su'rFabilanduseofthisdrawingforanystructureisBre esponsibilit of the 6uing Des lgtser pefANSUTPI 1.Z. Suite 150 For more informet on ase tHs jows general notes pace and these web sites. ALPINE. www.al meitw.00m TPI: www.tpnxt o ; SBCA, www sliorkdusVy cora ICC, www iomfe org Orlando FL, 32837 i3 I Revision O _ City of Sanford Response to Comments O MAY 1 7 2018 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Project Address: (f) O-rcl Contact: L a V--- Y L - 1 1 k Ph: (40 -7)a '171- 1-101 Email: Z.cl. re-./(Z .BC FZ:-A • C Trades encompassed in revision: Department Building Plumbing Electrical Mechanical Life Safety Waste Water N\ Submittal Date .S)7%6 S rm Fax: General description of revision: 0 ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention G- wilding T -1 s'—tf, N\ Submittal Date .S)7%6 S rm Fax: General description of revision: 0 ROUTING INFORMATION Approvals gw gkvyuu 11770 111 AC472 STEEL STRUCTURES, INC. F LETTER OF CERTIFICATION I VULCAN STEEL STRUCTURES, INC Job Number 25388-2R1 Customer Nome: PBC CONSTRUCTION Job Locotion: SANFORD FL 32771 DATE: 5/10/18 DESIGNED BY: ZJM DETAILED BY: RDP CHECKED BY: ZJM DESIGN PARAMETERS W A L K D 0 0 R S SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME L:UMMLNIS ANALYSIS PROCEDURE EOUIVALENT LATERAL FORCE PROCEDURE BUILDING DESCRIPTION: SITE CLASS (ASSUMED) D Golvolume SEISMIC IMPORTANCE: 1.00 WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED NOMINAL WIDTH: 65 feet DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09 DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1' - (1 SEC PERIODS): NOMINAL LENGTH: 102 feet 0.08 MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04 EAVE HEIGHT, BACK S.W: 16 feet RIDGE VENT WITH 9" THROAT SEISMIC RESPONSE COEFFICIENT: "Cs' - 0.029 EAVE HEIGHT, FRONT S.W: 16 feet I FL11917.6 TOTAL LONGITUDINAL BASE SHEAR 1.48 ILOUVER WITH FLIXED GLASS ROOF SLOPE. LEFT: 1.0:12 TOTAL TRANSVERSE BASE SHEAR 1.50 FL 12256.2 R 0 L L U P D 0 0 R S ROOF SLOPE, RIGHT: 1.0:12 MAX SIZE: 8'-8" X 14'-0" FL 12765.1 1100 SERIES DESIGN LOADS FL12765.2 3100 SERIES MAX SIZE: 12'-0' X 20'-0" FL12765.3 BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017) - BUILDING FRAME SELF WEIGHT: INCLUDED SNOW : FL 12675.5 ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psi COLLATERAL LOAD: 3 psf GROUND SNOW LOAD Pg 0.00 psf ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00 FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00 SNOW LOAD, ROOF: 0 psf SNOW EXP. FACTOR Ce 1.00 WIND SPEED: (3 SEC GUST) 140 mph (Vult) 108.44 mph (Vold) INTERNAL PRESSURE COEFF. 0.18/-0.18 PERMIT # /k_ tz f / WIND EXPOSURE: B CLOSURE "C, 0, P" Closed RISK CATEGORY : II - Normol SEISMIC PARAMETERS W A L K D 0 0 R S SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME 3070/4070 IMPACT RATED ANALYSIS PROCEDURE EOUIVALENT LATERAL FORCE PROCEDURE COLOR SITE CLASS (ASSUMED) D Golvolume SEISMIC IMPORTANCE: 1.00 WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED SEISMIC DESIGN CATEGORY: A PANEL TYPE DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09 DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1' - (1 SEC PERIODS): 0.06 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" - (SHORT PERIODS): 0.08 MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04 SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R' - 3.5 FL 12805.5 RIDGE VENT WITH 9" THROAT SEISMIC RESPONSE COEFFICIENT: "Cs' - 0.029 OFFICE L O U V E R S I FL11917.6 TOTAL LONGITUDINAL BASE SHEAR 1.48 ILOUVER WITH FLIXED GLASS FL12256.1 ADJUST. GLASS TOTAL TRANSVERSE BASE SHEAR 1.50 FL 12256.2 DRAWING RELEASE HISTORY I , DRAWING REVISIONS DATE SENTI REASON FOR RELEASE I REVISION1 DATE I BY I DESCRIPTION COVERING AND TRIM COLOR TABLE SHEETING W A L K D 0 0 R S ROOF PANEL: 3070/4070 IMPACT RATED GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Golvolume WALL PANEL: WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Light Stone WALL TRIM COLOR: RIDGE VENT WITH 12" THROAT Charcoal Gray 6-3/4" THROAT GABLE TRIM COLOR: FL 12805.5 Chorcool Gray RIDGE VENT WITH 9" THROAT FLORIDA PRODUCT APPROVAL NUMBERS R 0 0 F P A N E L S W A L K D 0 0 R S FL11819.1 3070/4070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL 17900.1 3070/4070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.2 6070/8070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.2 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.1 PBR PANEL R I D G E V E N T S PBU PANEL 12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2 6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL 12805.5 9' THROAT RIDGE VENT WITH 9" THROAT FL12805.1 FL5335.1 L O U V E R S I FL11917.6 FIXED GLASS ILOUVER WITH FLIXED GLASS FL12256.1 ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL 12256.2 R 0 L L U P D 0 0 R S 1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL 12765.1 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" FL 12675.5 750 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" FI 12765 R 0 0 F P A N E L S BATTENLOK FL11819.1 DOUBLE-LOK FL11819.2 LOKSEAM FL11819.3 SUPERLOK FL11819.4 ULTRA-DEK FL11819.5 7.2 PANEL FL15159.1 PBR PANEL FL5346.1 PBU PANEL FL11868.2 W A L L P A N E L S AVP PANEL FL11917.3 FW -120 PANEL FL11917.4 PBR PANEL FL5335.1 REVERSE PBR FL5335.1 SHADOWRIB PANEL I FL11917.6 A S 0 F F I T P A N E L S ARTISAN L-12 FL11919.1 S K Y L I G H T S PBR SKYLIGHT I FL13793 W A L L L I T E S PBR FL 13787.1 MAY 17 2018 MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D 0 0 R S 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0' NOA-13-1203.05 3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-13-0124.05 R 0 0 F P A N E L S PBR 22 GAGE & 24 GAGE NOA-15-07-30.31 SUPERLOK 22 GAGE NOA-12-0911.02 SUPERLOK 24 GAGE NOA-12-0123.07 DOUBLE-LOK NOA-13-0425.14 W A L L P A N EL S PBR I NOA-12-0123.06 ECO-FICIENT I NOA-14-0306.03 S K Y L I G H T S PBR I NOA-12-0110.04 THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR OUALIFY AS THE PROJECT DESIGNER. WALTER E. WOOD P.E. FLORIDA P.E.J 61323 SOOVU C,(WugAOWAY E1Itt • le'o, GG,, 0.61323 STATE OF SS/0 N Alc 00 lllu INalwuiutt+' ORIGINAL SIGNATURE REOUIRED 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 ORDER ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND ( OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE 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 MANUFACTURER'S ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION' WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 - READS AS FOLLOWS THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS." RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WIND EXPOSURE. IT IS RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLE BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER TO INCLUDE: A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING PROJECT. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE DEFINITION OF WIDTH, LENGTH. -HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA- BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES AND FINISHES. SPECIAL NOTES: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER / CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE METAL BUILDING MANUFACTURER. OUTSIDE VENDOR ACCESSORY NOTE: BUYER SHALL BE RESPONSIBLE TO COORDINATE, ASSURE AND VERIFY THAT THE STRUCTURE AND CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS. TUBE GUTTER TRIM VARIES) SAP STANDARD TRIM LAP= 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 JOSSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS THE PROJECT DESIGNER. WALTER E. WOOD P.E. FLORIDA P.E.B 61323 500 VULCAN PARKWAY Ft .... ;'' Q\.\E NSF .O0O, 61323 Yr STATE OF Q SIGNATURE Di = 5/8" ANCHOR BOLTS NOTES ANCHOR BOLTS ANCHOR BOLT SUMMARY I c MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J -BOLTS HEX NUT W/FIAT WASHER SEE BUILDING PLANS FOR PROTECTION CONCRETE LINE Oly Locate Dio in) Type Proj in) c 2 0 c E c OF BETTER PERFORMANCE n_ O OR ANCHOR BOLTS WITH HOOKS BECAUSE C @§A Ala? 0. 8— RESULTS IN CONCRETE FOUNDATIONS. THE TYPE OF BOLT USED FOR T O 8 Jamb 5/8' F1554 3.00 Clo BC W Ba THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER Z O 32 Endwoll 5/8" F1554 3.00 d WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN ASTM F1554 GRADE 36 (MIN.) BOLT. LENM HEX NUT j •• BYFOUNDATION ENGINEER •• 9 24 Frame 3/4" F1554 3.00 O 0 16 W/FLAT WASHER p 8" 2"' 4" ANCHOR BOLTS SHALL BE ASTM r1SSA r1RAnr '%A !FAIN 1 nR r:RAnr 55 WI DETAIL A Dio= 5/8" 6.. ui ui 1- 010 - oD4 OIO 1— 2 1 —V DETAIL B Dio= 3/4" 8.. I 0 4 I— 3 See Plon DETAIL C Dio= 5/8" r ED i 00 4.. L _j2 SW See Pion • DETAIL D SEE PLAN OUT TO OUT CONCRETE SEE PLAN OUT TD OUT STEEL W W PROJECTION CONCRETE EDGE AND ANCHOR BOLT PROJECTION m 1 B C o 1 C D D C B I B @pA A@ I I 2 0 c E c n_ OOx C @§A Ala? 1 1 Clo BC W Ba o X-Broting 1 1 FRAME DIMENSI I WALLPA1SL INSIDE CLOSURE - cOPT1ONAL1 812 . 1 1/4' SSDS V/WAB'd 1%iA6' ASHER Nr B' BLOCK a ' _ BY OTHERS BASE CHANNEL WITH MASONRY BASE FLASH WITHOUT SHEETING NOTCH SLAB BE Y4JAMB EPTH FINISHED fLODR 112, SECTION 'A -A' 1-3 f.D.VIDTH/4' A -A' w 0 OVJ O 0 o TYP. OVERHEAD DDDR RECESS DETAIL ANCHOR BOLT PLAN NOTE: All Bose Plates O 100'-0" (U.N.) 1-3/4" VISIONS V. DESCRIPTION- o' I FINAL ERECTION XI FOR CONSTRUCTION I FOR APPROVAL I OTHER, EXPLAIN W Ou WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 aaunnluuluhrgpq/ BENS •., :O F . J o.61323 STATE OF Q 9NA1: SIGNATURE REOUIRED VULCAN STEEL STRUCTURES, INC I PBC CONSTRUCTION PROJECT I GDRDOT STREET VAREaa-BLDG B 1 ANCHOR BOLT PLAN b DETAILS SANFORD FL 32771 COLUMN UNE r ylH 1V 1V RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Boll Bose -Plate (in) Elev. Une Une Oly Dia Width Length Thick (in) 2• A 4 0.750 8.000 10.00 0.500 0.0 2• D 4 0.750 8.000 10.00 0.500 0.0 1 2• Frame lines: 2 3 4 GENERAL NOTES 1. APPUCATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. 2ETALOUNDABUILION DESIGN LAND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE R. 3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH ELEVATION AND LOCATION. 84.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES N THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUALIFlED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. 5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 7.) WIND REACTIONS ARE BASED ON Vult. RIGID FRAME: BASIC COLUMN REACTIONS (k ) ANCHOR BOLTS g BASE PLATES Frm Col Anc.-Bolt Bose -Plate (in Elev. Une Frame Column ----- Deod-----Colbterol- Oty Dio Uve------ Wind -Left I- Wind-Rill Wind_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2• A 1.6 2.5 1.8 •2.5 7.1 9.9 15.3 20.8 9.2 14.3 9.5 11.9 2• D -1.6 2.5 1.8 2.5 7.1 9.9 9.2 14.3 15.3 20.8 3.4 5.4 Frame Column-Wind_Right2- Wind_Longt- Wind_Long2- Seismic-Left Seismic -Right Seismic-Long Horiz VertLineUneHorizVen 2• A -3.4 -5.4 Horiz Vert 13.9 -20.7 Horiz 9.1 Ven 14.5 Horiz 0.3 Vert 0.1 Horiz 0.3 Vert 0.1 0.5 0.2 2• D 9.5 -11.9 9.1 -14.5 13.9 20.7 0.3 0.1 0.3 0.1 0.5 0.2 2• Frame lines: 2 3 4 3.0 4.7 5.2 10.2 7.0 0.0 1 C 1.1 ENDWALL COLUMN: ANCHOR BOLTS g BASE PLATES Frm Col Anc.-Bolt Bose -Plate (in Elev. Une Une Oty Dio Width Length ick in) 1 A 4 0.625 6.000 8.000 0.500 0.0 1 B 4 0.625 6.000 8.000 0.500 0.0 1 C 4 0.625 6.000 8.000 0.500 0.0 1 D 4 0.625 6.000 8.000 0.500 0.0 5 D 4 0.625 6.000 8.000 0.500 0.0 5 C 4 0.625 6.000 8.000 0.500 0.0 5 B 4 0.625 6.000 8.000 0.500 0.0 5 A 4 0.625 6.000 8.000 0.500 0.0 BUILDING BRACING REACTIONS t Reactions(k ) Pone Shear Wall - Col -Wind - -Seismic- (lb/ft) Loc Une Une Harz Vert Harz Ven Wind Seis Note L_EW 1 - - - - - - W R_EW 5 4,5 12.7 6.9 1.5 0.8 ( i) B_SW A Torsional Bracing Used i)Brocing in roof to rigid frame DESIGN LOAD DEFINITIONS RIGID FRAME LOAD CASE DEFINITIONS Wind-LI/Wind-RI = Lateral wind load from the left/right with a negative internal pressure coefficient. Wind_L2/Wlnd_R2 = Lateral wind load from the left/right with a positive Internal pressure coefficient. Wlnd_Lnl = Longitudinal wind load with a negative Internal pressure coefficient. Wind_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient. Seismic_L/SPIsmIC_R = Lateral Seismic load from left/right. LWINDp_L#E/ LWINDN_R#E = Longitudinal wind loads for edge zones. F#UNB_SL_L/ FMUNB_SL_R = Unbalanced roof snow load with wind from the left/right. F#PAT LL If = Pattern live lood for continuous beam systems. Note, Bracing reactions are not already included In combination with any other load but must be added to basic reactions as desired by the foundation designer.' Collot = Collateral Load Endwall Load Case Deflnitions Rafter Wind L/ Rafter Wind R = Lateral wind load from the left/right. Brace Wind -L/ Brace Wlnd_R = Lateral wind toad from the left/right with the bracing loads added. Wind_P/Wlnd_S = Wind Pressure/Suction due to longitudinal wind. Wlnd_Lntt = Longitudinal wind load on the roof. Selsmlc L/Seismic_R = Lateral Seismic load from left/right. Et1UNB_SL_L/ ENUNB_SL_R = Unbalanced roof snow food with wind from the left/right. ENPAT_LL 11 = Pattern live load for continuous beam systems. LWINDY_L/LWINDq_R = Longitudinal wind loods for edge zones. DESCRIPTION, ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collot Live Left Right) Left2 Righl2 Press Suct Longi Long2 Left Une Une Vert Ven Vert Vert Vert Vert Vert Harz Harz Vert Vert Vert 1 A 0.4 0.3 1.9 3.7 2.9 2.4 1.4 0.0 0.0 4.5 2.2 0.0 1 B 1.1 1.0 6.3 11.0 6.2 7.6 3.0 4.7 5.2 10.2 7.0 0.0 1 C 1.1 1.0 6.3 6.2 11.0 3.0 7.6 4.7 5.2 7.0 10.2 0.0 1 D 0.4 0.3 1.9 2.9 3.7 1.4 2.4 0.0 0.0 2.2 4.5 0.0 Seis Frm Col Right EIPAT_LL_I- E1PAT_LL-2- E1PAT_LL-3- E1PAT-LL-4- Line Une Ven Harz Ven Harz Ven Hart Ven Harz Ven 1 A 0.0 0.0 2.0 0.0 0.6 0.0 2.4 0.0 0.5 1 8 0.0 0.0 6.5 0.0 2.3 0.0 2.7 0.0 3.6 1 C 0.0 0.0 2.3 0.0 6.5 0.0 2.7 0.0 3.6 1 D 0.0 0.0 0.6 0.0 2.0 0.0 2.4 0.0 0.5 Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collot Live Left Righll Left2 Righl2 Press Suet Longi Lon92 Left Une Une Vert Vert Vert Vert Vert Ven Vert Harz Harz Ven Vert Vert 5 D 0.4 0.3 1.9 3.7 2.9 2.4 1.4 0.0 0.0 4.5 2.2 0.0 5 C 1.1 1.0 6.3 11.0 6.2 7.6 3.0 4.7 5.2 10.2 7.0 0.0 5 8 1.1 1.0 6.3 6.2 11.0 3.0 7.6 4.7 5.2 7.0 10.2 0.0 5 A 0.4 0.3 1.9 2.9 3.7 1.4 2.4 0.0 0.0 2.2 4.5 0.0 Seis Frm Col Right E2PAT_LL_1- E2PAT-LL2- E2PAT_LL_3- E2PAT-LL-4- Une Une Vert Harz Vert Harz Vert Harz Vert Harz Vert 5 D 0.0 0.0 2.0 0.0 0.6 0.0 2.4 0.0 0.5 5 C D.0 0.0 6.5 0.0 2.3 0.0 2.7 0.0 3.6 5 e. 0.0 0.0 2.3 0.0 6.5 0.0 2.7 0.0 3.6 5 A 0.0 0.0 0.6 0.0 2.0 0.0 2.4 0.0 0.5 3 FINAL ERECTION X3 FOR CONSTRUCTION 3 FOR APPROVAL 3 OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC ID I 25388-2R1 PROJECT SANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 V , ... 011 No. 61323 STATE OF Q X, OR IOP: ORIGINAL SIGNATURE REQUIRES PBC CONSTRUCTION ANCHOR BOLT DETAILS S REACTIONS DESIGN, ZJM I DRAFT, RDP I CHECK, DATE, 5/10/18 1 SHEET 2 SPLICE BOLT TABLE MEMBER Mark Oty Top Bot Int Type Dio Length SP -1 4 4 2 A325 0.625 2.25 SP -2 4 4 0 A325 0.625 2.25 TYP. FLANGE BRACE GIRT CONNECTION FLANGE BRACE TABLE I Web Plate FRAME LINE 2 3 4 OFFSET rL 1/2'x1 1/4• Mork Stort End Thick Length W OID SIDES MARK LENGTH OFFSET 1 1 RF1-100 FB43.5A 3'-7 1/2" 2'-8" 6 1 6 F846A 3'-10" 2'-8" 3 1 TYP. U.N.) FB39.5A 3'-3 1 /2" 2'-8" Q1• 12 9 0 _ _ - _ 2 2 MEMBER TABLE a D o o TYP. FLANGE BRACE GIRT CONNECTION Web De th I Web Plate Outside Flange Inside Flange OFFSET rL 1/2'x1 1/4• Mork Stort End Thick Length W x Thk x Len th W x Thk x Length A307 BOLTS RF1-100 9.5/30.0 0.165 150.2 6 x 1/4- x 181.9 6 x 1/4" x 151.5 TYP. U.N.) TYP. U.N.) 30.0/30.0 0.250 34.3 6 x 3/16" x 38.4 RF 1-101 30.0/14.0 0.165 83.7 6 x 1/4" x 240.0 6 x 1/4" x 85.2 I 14.0/14.0 0.135 240.0 6 x 1/4" x 111.2 6 x 1/4" x 240.0 I 14.0/14.0 0.135 30.0 6 x 1/4" x 28.8 RF 1-102 14.0/14.0 0.135 30.0 6 x 1/4" x 1 1 1.2 6 x 1/4" x 28.8 SIR 1/4' 14.0/14.0 0.135 240.0 6 x 1/4" x 240.0 6 x 1/4" x 240.0 1/2'x1 A307 BOLTS 14.0/30.0 0.165 83.7 6 x 1/4" x 85.2 RF 1-103 30.0/30.0 0.250 34.3 6 x 3/16" x 38.4 6 x 1/4" x 151.5 A SECOND FLANGE FLANGE BRACE SEE FRAME CROSS 30.0 9.5 0.165 150.2 6 x 1/4" x 181.9 EQoN rBRACEISRUIRED 2)' IF IS NOTED IN FLANGE BRACE TABLE. R.F. COLUMN/RAFTER SEE FRAME CROSS SECTION FOR LOCATIONS. 16 BOLTS TOTAL ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC -R26 q 3 32'-3' e t/t6 7 ® a• -a i. . 0 _ _ - _ 2 2 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 flonge braces and wind bracing must be installed prior to exterior finishes being applied. 1 12 a. I a D o o r a 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 flonge braces and wind bracing must be installed prior to exterior finishes being applied. 1 12 WALTER E. WOOD P.E. FLORIDA P.E.J 61323 500 VULCAN PARKWAY ADEL. GA 31620 tt`t`ttanrwmnnrrgrrur1R E. GENS4 I No. 61323 MAIN FRAME ELEVATION: FRAME LINE 2 3 4 STATE OFo. wx ORIGINAL SIGNATURE REOUIRED DESCRIPTION: E 7 FINAL ERECTION Ex] FOR CONSTRUCTION E ] FOR APPROVAL E ] OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT GORM STREET VARMSE-BLI ID 25388-2R1 PROJECT SANFORD FL 32771 ADDRESS PBC CONSTRUCTION MAIN FRAME ELEVATION DESIGN: ZJM I DRAFT: RDP I CHECK: 7I 0 oaIco a WALTER E. WOOD P.E. FLORIDA P.E.J 61323 500 VULCAN PARKWAY ADEL. GA 31620 tt`t`ttanrwmnnrrgrrur1RE. GENS4 I No. 61323 MAIN FRAME ELEVATION: FRAME LINE 2 3 4 STATE OFo. wx ORIGINAL SIGNATURE REOUIRED DESCRIPTION: E 7 FINAL ERECTION Ex] FOR CONSTRUCTION E ] FOR APPROVAL E ] OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT GORM STREET VARMSE-BLI ID 25388-2R1 PROJECT SANFORD FL 32771 ADDRESS PBC CONSTRUCTION MAIN FRAME ELEVATION DESIGN: ZJM I DRAFT: RDP I CHECK: 7I SPLICE BOLT TABLE TABLE Mark Qty Top Bot Int Type Dio Length SP-1 SP -2 4 4 4 4 2 A325 0 A325 0.625 2.25 0.625 2.25 Mork Web Depth FLANGE BRACE TABLE FRAME LINE 5 Plate Outside Flange W x Thk x Len th OID SIDES MARK LENGTH 9.6/28.0 28.0/28.0 28.0/12.0 12.0/12.0 12.0/12.0 28.0/28.0 OFFSET 1 2 1 1 x 3/16" x 3/16" x 3/16" x 3/16" x 3/16" FB45A FB39A 3'-9" 3'-3" 6 6 6 6 6 2'-8" 2'-8" 3/16" x 3/16" x 3/16" x 3/16 x 3/16„ x 153.1 87.3 240.0 29.0 153.1 19 TYP. FLANGE BRACE / GIRT CONNECTION OFS T Ft 1/2'x1 1/4' TYPFU.N.) A307 BOLTS TYP. U.N.) Io 0 I I h to oI o G \ ` _ RRTL IN/ A307 (BOLTS 0 0 A SECOND FLANGE FLANGE BRACE BRACE IS REQUIRED ONLY SEE FRAME CROSS IF '(2)' IS NOTED 117-TFE' FLANGE BRACE TABLE. F. COLUMN/RAFTER SEE FRAME CROSS SECTION 16 BOLTS TOTAL FOR LOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC -R26 Q1' I If I 12 2 GENERAL NOTES: NOTICE TO ERECTOR A)lt is IMPORTANT that for members exceeding 30 ft. in length that o spreader bar be used when lifting. B)ALL flonge braces and wind bracing must be installed prior to exterior finishes being applied. MAIN FRAME ELEVATION: FRAME LINE 5 REVISIONS RFV. DESCRIPTION- MEMBER TABLE Mork Web Depth Web Plate Outside Flange W x Thk x Len th Inside Flange W x Thk x LengthStartEndThickILength RF2-100 RF2-101 RF2-102 9.6/28.0 28.0/28.0 28.0/12.0 12.0/12.0 12.0/12.0 28.0/28.0 0.135 0.188 0.135 0.135 0.135 0.188 152.0 32.2 85.9 240.0 30.0 32.2 6 6 6 6 6 x 3/16" x 3/16" x 3/16" x 3/16" x 3/16" x x x x, x 181.9 36.3 240.0 113.5 36.3 6 6 6 6 6 x x x x x 3/16" x 3/16" x 3/16" x 3/16 x 3/16„ x 153.1 87.3 240.0 29.0 153.1 3 FINAL ERECTION X3 FOR CONSTRUCTION 3 FOR APPROVAL 3 OTHER, EXPLAIN NO VULCAN STEEL STRUCTURES, INC PROJECT ISANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.,# 61323 500 VULCAN PARKWAY ADEL, GA 31620 E. c)61323 o STATE OF Q FS,S••........ ORIGINAL SIGNATURE REQUIRED CONSTRUCTION DESIGN,ZJM I DATE- 4/ 9/18 4104 O m 2 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) I 4 2O Rpp/ •/ J I / / WIND LOADING PRESSURES CHART AREA <. 10 SO.FT. FOR PANELS) PRESSURE SUCIION ZONE 1 (ROOF INTERIOR) 16 35 ZONE 2 (ROOF EDGE) 16 59 ZONE 3 (ROOF CORNER) 16 89 ZONE 4 (WALL INTERIOR) 32 35 ZONE 5 (WALL EDGE) 32 43 WALL ACCESSORIES 10 SOFT (ZONE 4) 32 35 100 SORA (ZONE 4) 28 30 10 SOFT (ZONE 5) 32 43 100 SOFT (ZONE 5) 28 32 NOTE PRESSURES SHOWN ARE BASED ON VuN AND APPLICABLE 11AERNAL COEFFICIENTS FOR THE ENCLOSURE CLASSIFICATION AND EXPOSURE CATEGORY SEE COYER PAGE FOR APPUGABIE VALUES. FOR ALLOWABLE SIRENG H DESIGN PRESSURES. %r4 MULTIPLY THE SHOWN VALUES DY 06, ROOF SLOPE 0 TO 7' 15V It O / 2 / ROOF FASTENER DETAIL P ENCLOSED / PARTIALLY ENCL P o' 1'-0' 1•-0' DETAIL A' N12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE G1RTS 8' 8' 8' 1-1012 MEMBER FAST NERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND BASE N14 STITCH FASTENERS ZONE 5 - _20__ 0/C MAX. ZONE 4 - E ALL GIRTS L -AK- O.C. MAX. BETWEEN G1R7S DETAIL 'A' 4 = ZONE 4 DIM W = 6.4 FT 5 = ZONE 5 PBR' WALL PANEL ATTACHMENT DETAIL 36' NOMINAL COVERAGE 12' 4' 4' 4' J4 -MAJOR RIB 3/16' TBR' WALL PANEL PROFILE Off!% DETAIL A• N12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PURLINS 7- r-#12 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS. AND RIDGE. N14 STITCH FASTENERS TAPE MASTICZONE3 - _2Q._ 0/C MAX. ZONE 2 - _22, O/C MAX. ZONE 1 - E ALL PU 6 -BL- O.C. MAX. BETWEEN PURLINS DETAIL 'A' 1 = ZONE 1 DIM A = 6.4 FT 2 = ZONE 2 3 = ZONE 3 PBR' ROOF PANEL ATTACHMENT DETAIL PBR' ROOF PANEL PROFILE WALL FASTENER DETAIL PLAN PGBLESS7 I REV. I DESCRIPTION: I DATE I DTLR I DATE I CHKR I APPDI VULCAN STEEL STRUCTURES, INC I I FINAL ERECTION PROJECT GDRDW STREET VAREH]US EX] FOR CONSTRUCTION ID 25388-2R) I I FOR APPROVAL PROJECT SANFORD FL 32771EIOTHER, EXPLAIN ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 R..E' w0 o. 61323 STATE OF :Q ORIGINAL SIGNATURE REQUIRED PBC CONSTRUCTION FASTERNER DETAILS 5 HL a L o H W PURUN LAP oc anP CAME EYC»aT HILLSIDE rLATWASHER HATt BRACE CABLE ASSEMBLY cAsa HARDWARE rACTueY ATTAnED SYHNEIRICAL AT mTHH ENDS P - zP- 1 10211 P-10 OX25Z15 29 1/2 E-10 tOE375D14 25::'l1 1/2" ER -1 RFI -101 RFI- RFI- R-100 E-10 JOE375D14 24'-11 1/2„ I t0E375D14 25'-11 1/2" E-10 tOE3751)14 24'-11 1/2 E-10 yP 25'-11 1/2" ro 0.25OCBL ro CB -10 0.25OC8L c El 00 RFI -102 R 102 R -102 ER 00 35'-3" I Uy ALf 3-t 3/4• t-1 3H' T -t 3/4• ROOF FRAMING PLAN REVISIONS v I J i J 0 H W r -tu P-101 iuxc cH 10X25Z16 cy—H 29'-3 H/c" 1/2" P-10 OX25Z15 29 1/2 E-10 tOE375D14 25::'l1 1/2" E-101 t0E375D14 24'-11 1/2" E-10 JOE375D14 24'-11 1/2„ E-10 t0E375D14 25'-11 1/2" E-10 tOE3751)14 24'-11 1/2 E-10 t0E375D14 25'-11 1/2" CB 101 0.25OCBL 31'-8" CB -10 0.25OC8L 31' -4 - CB -10 0.312CBL 35'-3" WALTER E. WOOD P.E. FLORIDA P.E./ 61323 500 VULCAN PARKWAY ADEL. GA 31620 ORIGINAL SIGNATURE REQUIRED DRAWING STATUS VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION 7 FINAL ERECTION nADDRESS CURDEN SIREEI VARDIOUSE-BLDG B ROOF FRAMING X] FOR CONSTRUCTION 25388-2RI DESIGN:ZJM DRAFT: RDP CHECK: ZJM 3 FOR APPROVAL DATE: 5/10/18 SHEET 6 3 OTHER, EXPLAINSANFDRD FL 32771 ROOF SHEETING PLAN PANELS: 26 Go. PBR - Gohwlume EC -100 RFI -103 RFI -103 RFI -103 EC -103 GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS. WIND COLUMNS. OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL LEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. SIDEWALL FRAMING: FRAME LINE D ION - E ] FINAL ERECTION EX] FOR CONSTRUCTION E ] FOR APPROVAL E ] OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT CDRDQI STREET VAREIWSE-111.1 ID I 25388-2R1 SANFORD FL 32771 L E-101 ivwiavi t t0E375D14 w - i I 24'-11 1/2" E-10 t0E375D14 24'-11 1/2 E-10 IOE375D14 25'-11 1/2 G-10 8X25C 16 25'-11 •1 2" G-10 8X35Z13 26'-3 1 2" G-10 8X25C 13 24'-11 1 2" G-10 8X35Z13 26'-3..)/2" WALTER E. WOOD P.E. FLORIDA P.E.Q 61323 500 VULCAN PARKWAY ADEL, GA 31620 E: gyp' GENIS.• o. 61323 STATE OF ;' c f" S UNM: ORIGINAL SIGNATURE REQUIRED C NSTRUCTI N DESIGN- ZJM I DRAFT1 RDPCHECK- ZJM DATE- 5/10/18 SHEET 8 T T T T T Gutter with 5 downspouts) O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 CD co m m eo O m O O m co co co m O m m co co m m O m m m co m co m m m ao m m s L ----------- OPEN FOR MASONRY BY OTHERS SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. POR — Light Slone GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. REVISIONS FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN 2 DTR 20'-3" 3 DTR 2'-3" 4 RVEG 20'-3" TM50 5 RVEG 2'-3" TM50 6 RVCB 6" TM52 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 GENS' .0-- 0.61323 ti • STATE OF OR N All. ORIGINAL SIGNATURE REOUIRED VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION PROJECT GORD@I STREET VAREHIUSE-BLDG B SIDEVALL FRAMING ID 25388-2R1 DESIGN:ZJM I DRAFT- RDP I CHECK: ZJM PROJECT SANFORD FL 32771 DATE: 5/10/18 1 SHEET 9 ADDRESS H 4 3 2 26'-0' 25'-0' 25'-0' 26•-0' IJ- [ 12'-0" E-10 10E375D14 1 a _1 E-104 105 24'-11 1/2: E-10 y 25'-11 1/2- G-10C-10 8X25C 16 25'-11 G-10 8X35Z13 26'-3 1 2 2" H-100 8X35Z13 26'-3 1/2- 1 8X25C16 9'-8" 106 G-10 109 O I 1 C -11-C-109 p 1 G- 105 C1 co E I E I— — — — — — — — — — — — GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. Kr 1—R1U RFI -100 3-_0_ 1.3.-0- I 12'-0' 10'-0' SIDEWALL FRAMING: FRAME LINE A REVISIONS FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL I OTHER, EXPLAIN EC -100 VULCAN STEEL STRUCTURES, INC PROJECT GIIRKN STREET VMMSE-BLI SANFORD FL 32771 w-Ivv DH -10 oxa l•r 8x35C16 IJ- [ 12'-0" E-10 10E375D14 25'-11 1/2" E-10 10E375D14 24'-11 1/2: E-10 t OE375D14 25'-11 1/2- G-10C-10 8X25C 16 25'-11 G-10 8X35Z13 26'-3 1 2 2" G-10 8X35Z13 26'-3 1/2- G-10 8X25C16 9'-8" 2 I C6a 3 C-5 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 i No. 61323 r STATE OF Q S QNA tiNr rf IUanf pfnll"u• RIGI SIGNATURE REOUIRED PBC CONSTRUCTION SIGN- ZJM I DRAFT, RDP TE- 5/10/18 1 SHEI 11 Q Q i Q2 ( Gutter with 5 downspouts) e e 777=1 U e OPEN FC MASONRY 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 LEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. POR — Light Stone DESCRIPTION: MASONRY BY OTHERS 2 DTR 20'-3" 3 DTR 16'-3' 4 DTR 6'-3" 5 RVEG 20'-3" TM50 6 RVEG 2'-3" TM50 7 RVCB 6" TM52 8 RVGE 6" 9 JCT 14'-0" 10 JTR 6'-3" TM31 11 JCT 12'-0" V-11lu J 1 n l va FINAL ERECTION XI FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN STRUCTURES, INC DRDRI STREET VAREWME-111.1 VULCANTEEL 25388-2R1 SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 No.61323 a ? SATE OF •" F.,^ N ORIGINAL SIGNATURE REOUIRED SIDEVALL FRAMING DESIGN: ZJM I DRAI m Qt' 12 L%'_ ow LC -107 EC -102 EC -100 CIRT LAPS -1 3N' -1 ivy. GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BBE N DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 1 DESCRIPTION, E ) FINAL ERECTION EX] FOR CONSTRUCTION E ] FOR APPROVAL E ] OTHER, EXPLAIN ER-100/ER=100 8 A325T 5/8" 2 1/4- Int Col mn Rof 1 4 A325T 1/2' 1 1 FLANGE BRACE TABLE FRAME LINE 1 7 ID SIDES I MARK LENGTH OFFSET 1 1 1 FB38.5 3'-2 1/2' 2'-8" 722 VULCAN STEEL STRUCTURES, INC PROJECT I GORDON STREET VARDlIM-81.116 B ISANFORD FL 32771 ADDRESS LI _ VTTUA EC -101 IV WBX10 I J -J J/ 10 16'-2 3/16" EC -10 WBX10 16'-2 3/16" ER -10 WBX10 31'-4 1/16" G-10 8X25C16 19'-3 1/2 G-101 8X25Z16 21'-1 1/2' G-10 8X25C14 24'-11 2" G-10 8X25Z16 27'-3 1: r_—tn RYlr71C. 71'—t 1 /9" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 No. 61323 •. TATE OF ; Q NA : N.., ORIGINAL SIGNATURE REOUIRED BC CONSTRUCTION DVALL FRAMING SIGN, ZJM DRAFT- RDP I CHECK, 5/10/18 0 4 4 p 4 4 2 DTR 20'-3" 3 DTR 5'-3- 4 RVRT 20'-3" TM11 5 RVRT 12'-11" TM11 6 RVPB 1'-4" TM39 th, 2 OPEN FOR MASONRY BY OTHERS I L----------------------------------------------------------------i ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. PBR — Light Stone GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. REVISIONS FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT ISANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 G ENs OpF' 0.61323 OF F'• 0Rt0P•'' S........ 10NAt-0 0"/ ORIGINAL SIGNATURE REQUIRED PBC CONSTRUCTION DATE, 5/10/18 1 SHEET 13 Qt' 12 EC -103 EC -101 EC -102 EC -100 GIRT 1'= aLi i r- ai1LAPS - ap' - 3/4 GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS EEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 5 REV J FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN ER-100/ER-100 I 8 A325T 5%8: FRAME LINE 5 D ID I JES I MARK LENGTH OFFSET 1 t., 12 VULCAN STEEL STRUCTURES, INC PROJECT I GORDEN STREET VAREH&U-BLDG B PROJECT SANFORD FL 32771 ADDRESS w - iv EC -101 rroAIV W8X10 iJ-J J/ 10 16'-2 3/16: EC -10 W8X10 16'-2 3/16" EC -10 W8X10 15'-3 5/16" ER—10 W8X10 31'-4 1/16 G-10 8X25C16 19'-3 1/2 G-101 8X25Z16 21'-1 1/2" G-10 8X25C14 24'-11 1 2" G-10 8X25Z16 27'-3 1Y' G-10 8X25Z16 21'-1 1/2* CONNECTION PLATES FRAME LINE 5 OLD MARK PART 1 MARK/ WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 61323 't a STATE OF 0R10P->k,Q; ORIGINAL SIGNATURE RI CONSTRUCTION T 14 ll m 4 q Ia I OPEN FOR MASONRY BY OTHERS I L----------------------------------------------------------------- j ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. POR - Light Slone GENERAL NOTES: IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS EEEN 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 REVISELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES REV. IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN i t-1 r% 2 DTR o —J 20'-3" Imz7 3 DTR 5'-3" 4 RVRT 20'-3" TM11 5 RVRT 12'-11", TM11 A AVPFI 1'—d" TkAA0 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 j hNO.61323 1' STATE OF A41... SIGNATURE REQUIRED VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION PROJECT GORXW STREET VAREImIISE-BLDG B ENDVALL FRAMING ID 25388-2R1 DESIGN, ZJM I DRAFT- RDP I CHECK, ZJM PROJECT SANFORD FL 32771 DATE, 5/10/18 ISHEET 15 ADDRESS CITY OF MAY 15 2018 kNFORD Building &Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT Application No: 101 Z / oG Documented Construction Value: $ - Job Address: 7 30 Historic District: Yes No® Parcel ID: Residential Commercial Type of Work: Ne Addition Alteration Repair Demo Change of Use Move Description of Work: _Fe mlP{a Q-•(/ 001' Plan Review Contact Person: Title: Phone: Fax: Email: An Property Owner Information . Name e Gid le o rl Phone: 3Z 3 6 3-W 651 g Street: S Z U Q C)DL do'ol Resident of property? : X/C) City, State Zip:- P=-4 Contractor Information Name }Cf r i 7 s?.CU -- Phone: Z C C - 44W Street: -% S 1z le4-71 /— Fax: City, State Zip: d, -7A Z State License No.: EIZ /.I6 /'S'ZSS . Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permicto do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID s-- 1 s- IT Sign of Contractor/Agent Date Prm o tractor/Agent's Name L -C t, Signature of Notary -State of Florida Date ANNETTE M BLAND 1. - : Notary public - State of Florida Commissior # GG 170900 AlvComm. Expires Jan 16. 2022 Contra""` men n to Me or Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised. January 1, 2019 Permit Application Revision AMY Response to Comments ` / &,, 0 2818 City of Sanford Building & Eire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # O /0? / / Submittal Date 5 131 iU Project Address: 430 61 of-60'r."Lj . is12b: , Contact: CAS r I 0kn `T Ph: [y] 1—% +- `D 4 Fax: -S V — 05 7 YZ 4 Z— v Email: a von. J-_ Trades encompassed in revision: General description of revision: Building Plumbing Electrical.\Q, Mechanical Life Safety Waste Water ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals Revision O City of Sanford Response to Commen , APR 1 Building & Fire Prevention Division8203Ph: 407.688.515.0 Fax: 407.688.5152 r 2 Email: building@sanfordfl.gov ill Permit # I Submittal Date Project Address: —1 .JCS v\ Irk{ 6,y\- J— Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention 11 Building Fax: General description of revision: ROUTING INFORMATION Approvals Revision City of Sanford Response to Comments Building & Fire Prevention Division A i? 0 U Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 I vl I Submittal Date Project Address: Contact:' Ph,40 7 Fax: 4D7 oc o 7 / 1 m Email: t'eat'1 1 X117 Q Gey 1 Trades encompassed in revision: General description of revision: YD Building 4G + Lra) Plumbing XElectrical Mechanical Life Safety Waste Water Department L v- vf2. f,mJJ ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering 7° o .l Fire Prevention c . co 0 Building City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: April 5, 2018 Project: New Building Contact Person: Shanze Lee Job Address: 430 Gordon Street Contact Phone Number: Application Number: 18-1211 Contact E-mail: leecrestoffice@gmail.com Contact Fax Number: ARCHITECTURAL c 5"4 4 M , C u 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior doors, storefronts, windows and roofing systems. Submit two sets of truss engineering. Submit two sets of manufactures shop drawings for metal building. STRUCTURAL 1. See above. MECHANICAL 1. No comment. PLUMBING - 1. No comment 1. No comment ELECTRICAL 1. Sheet Mech, 5 of 5. Electrical Riser. Detail A. 4/0 Al not rated for 200 amps. No Building steel bond. 2. Sheet Mech, 5 of 5. Electrical Riser. Detail D. Number and size of conductors not identified. 3. Sheet Mech, 5 of 5. Electrical Riser. Detail F. Grounding electrode conductor not sized for paralleled 500 mcm conductors. 4. Sheet Mech, Panel load calculation 157 amps appears not as for three phase formula, I = KVA divided by E x 1.73. Advise. 5. Sheet Mech. Panel Legend, indicate 3 phase loads for HVAC air handler and condensing unit but only two circuits indicated on legend. 6. Submit two sets of revised plans addressing all above comments. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner T:r•Ji. CITc Y OF 11W7"' SXNF FIRE DEPARThiENT Jv v MAR - 6 2018 Building & Fire Prevention Division PERMIT APPLICATION D 3 A plication No: IVARze (16^044t77' 9 - /C' / / Documented Construction Value: $ 750,000.00. ,l ; MOC)o Job Address: 40 Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel ID: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Title: MMBR Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com Property Owner Information D Name Red Lion Properties LLC Street: 322 Gordon St. City, State Zip: Sanford, FL 32771 Phone: (407) 421-045 Resident of property? : No Contractor Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. City, State Zip: Sanford, FL 32771 Name: RC Engineering, LLC. Fax: State License No.: CBC 1259796 Architect/Engineer Information Street: 2381 Crest Ridge Court City, St, Zip: Sanford, FL 32771 Bonding Company: Address: Phone: (407) 262-9176 Fax: (407) 262-9170 E-mail: Jackreynolds@embargmail.com Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. Signa r f weer/Agent Date Signature of Contractor/ gent Date 5tA A IM . Print Owncr/Agent's Namc eP •v* Notary Public State of Florida Denidt Cheme r_ My Commission GG 068794 dP Expires02MI12021 ge i c4 1 es4ci cd cI Print Contractor/Agent's amc Signature 1P. Ok Notary Public State of Florida y/. Denit* Chemo My Commission GG 068794 Expires 02/01/2021 l47 Owner/Agent is I/ Personally Known to Me or Contractor/Agent is — Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January I, 2018 Pennit Application S.XRFO FIRE DEPARTMENT Q v MAR - s zma 3 Building & Fire Prevention Division PERMIT APPLICATION Application No: 9-iC;'<< Documented Construction Value: $ 750,000.00;) ; 32- avo Job Address: 40 Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel TD: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration[] Repair Demon Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Phone: (407) 421-0450 Fax: Name Red Lion Properties LLC Street: 322 Gordon St. Title: MMBR Email: Leecrestoffice@gmail.com Property Owner Information City, State Zip: Sanford, FL 32771 Name Red Lion Properties LLC Street: 322 Gordon St. Phone: (407) 421-0450 Resident of property? : No Contractor Information Phone: (407) 421-0450 Fax: City, State Zip: Sanford, FL 32771 State License No.: CBC1259796 Architect/Engineer Information Name: RC Engineering, LLC. Phone: (407) 262-9176 Street: 2381 Crest Ridge Court Fax: (407) 262-9170 City, St, Zip: Sanford, FL 32771 E-mail: Jackreynolds@embargmail.com Bonding Company: Address: Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 6r" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. _ Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. Signa r f caner/Agent Date Signature of Contractor/ gent Date 45R A NZL` M Print Owner/Agent's Name Signature t,trr u Notary Public State of Florida Derrick Cheme My Commission GG 068794 oi w Expires 02!0112021 _ geici oeg;4c1, J Print Contractor/Agent's amc Signature row f'!i* Notary Public State of Florida Derrick Cheme y My Commission GG 068794 orn Expires02/o1/2021 Owner/Agent is V Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas F] Roof Construction Type: Occupancy Use: Flood Zone: _X Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: NIC 3") -NB COMMENTS: of Heads UTILITIES: ENGINEERING: Y"' (- FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application CITY OF SANFORD MARBuilding & Fire Prevention Division 6 X018 PERMIT APPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: $ 750,000.00—',l Job Address: Gordon St. Sanford FL, 32771 Historic District: Yes No Parcel ID: 27-19-30-504-0000-0040 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. regorannn ED Plan Review Contact Person: Shanze M. Lee Title: MMBR Phone: (407) 421-0450 Fax: Email: Leecrestofrlce@gmaii.com Property Owner Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. Resident of property? : No City, State Zip: Sanford, FL 32771 Contractor Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. Fax: City, State Zip: Sanford, FL 32771 State License No.: CBC1259796 Architect/Engineer Information Name: RC Engineering, LLC. Phone: (407) 262-9176 Street.. 2381 Crest Ridge Court Fax: (407) 262-9170 City, St, Zip: Sanford, FL 32771 E-mail: Jackreynolds@embargmail.com Bonding Company: Address: Mortgage Lender: Fidelity Bank of Florida Address: 901 East Highway 434 Longwood, FL 32750 WARNING TO OWNER: YOUR FAILURE TO,RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. Signa f Uwner/AgenF Date Signature of Contractor/ gent Date Print Owner/Agent's Name Jra v Notary Public State of Florida Derrick Cheme r 4 ti My Commission GG 066794 Explres 02/01/2021 ge ci olr's4c,, J Print Contractor/Agent's ame Signature Notary Public State of Florida Derrick Cheyne y My Commisslon GG 068794 Expims02MV2021 Owner/Agent is V Personally Known to Me or Contractor/Agent is ' Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 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: COMMENTS: UTILITIES: WASTEWATER: W'Th4 `v ENGINEERING: FIRE: BUILDING: Revised: January I, 2018 Permit Application Building & Fire Prevention DivisionSXRFORDMAR - 6 2018 PERMIT APPLICATION FIRE DEPARTMENT - . Application No: Documented Constftrction Value: $ 160,000-007"' ; 3%S Job Address: 40 Gordon St. Sanford FL, 32771 Historic District: YesDNoD Parcel ID: 27-19-30-504-0000-0040 Residential Commercial Type of Work: NewD AdditionD Alteration Repair Demo[] Change of Use[]Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Title: MMBR Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com Property Owner Information Name Red Lion Properties LLC Street: 322 Gordon St. City, State Zip: Sanford, FL 32771 Name Red Lion Properties LLC Phone: (407) 421-0450 Resident of property? : No Contractor Information Phone: (407) 421-0450 Street: 322 Gordon St. Fax: City, State Zip: Sanford, FL 32771 State License No.: CBC1259796 Architect/Engineer Information Name: RC Engineering, LLC. Phone: (407) 262-9176 Street: 2381 Crest Ridge Court Fax: (407) 262-9170 City, St, Zip: Sanford, FL 32771 E-mail. Jackreynolds@embargmail.com Bonding Company: Mortgage Lender: Fidelity Bank of Florida Address: Address: 901 East Highway 434 Longwood, FL 32750 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611, Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. Signe f Owner/Agent Date Signature of Contractor/ gent Date 51A A N? --0 M . 1kk- . AAA &L, Print Owncr/Agent's Name rx+v$ Notary Public State of Florida Derrick Cheme r My Commission GG 068794 Expires 02MV2021 ge cl Oes4y c J Print Contractor/Agent's omc Signature o.jO'vi, Notary Public State of Florida Derrick Cheme y My Commisslon GG 068794 dor n Expires 0210112021 7 Owner/Agent is V Personally Known to Me or Contractor/Agent is — Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: 46 ?X/8' BUILDING: S- gE':.P Revised: January I, 2018 Pennit Application CITY OF Sk 4FORD MAR - 6 2.018 FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 9 - /C- / / Documented Construction Value: $ 750,000.007-d ; d 375doo Job Address: oW Gordon St. Sanford FL, 32771 Historic District: YesF]Nom Parcel TD: 27-19-30-504-0000-0040 Residential Commercial Type of Work: NewR Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft. Plan Review Contact Person: Shanze M. Lee Title: MMBR Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com Property Owner Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. Resident of property? : NO City, State Zip: Sanford, FL 32771 Contractor Information Name Red Lion Properties LLC Phone: (407) 421-0450 Street: 322 Gordon St. Fax: City, State Zip: Sanford, FL 32771 State License No.: CBC1259796 Architect/Engineer Information Name: RC Engineering, LLC. Phone: (407) 262-9176 Street: 2381 Crest Ridge Court Fax: (407) 262-9170 City, St, Zip: Sanford, FL 32771 E-mail: Jackreynolds@embargmail.com Bonding Company: Mortgage Lender: Fidelity Bank of Florida Address: Address: 901 East Highway 434 Longwood, FL 32750 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January 1, 2018 Pe\..nit 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 beLonen compliance with all applicable laws regulating construction and zoning. z3•&-t0 3-6• Si na f Owner/Agent Date Signature of Contractor/ gent Date 5w z Print Owncr/Agent's Name Signature ge N, L4 . oe,;4c, c, J Print Contractor/Agent's amc Signature 7 r ry Dertick Chemet of Florida L Der iirydPChemeta a Florida cti My Commission GG 066794 My Commission GG 069794 Expires 02/01/2021 Explros 02/012021 L.N+ Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: I WATER: BUILDING: Revised: January I, 2018 Permit Application CIN OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES DATE: t I klPLick NUMBER: BUSINESS/PROJECT NAME: clx ADDRESS: glao CONTACT NAME: Q Q_ PHONE: PHONE: 407.688.5052 ID, PLAN REVIEW INFORMATION INSTRUCTION [)C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK TOTAL FEES: COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000359 BUILDING PERMIT NUMBER: 18-10000359 DATE: April 10, 2018 8- 1d_1( 937 S_ 0o UNIT ADDRESS: GORDON ST 400 27-19.30-504-0000-0040 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: RED LION PROPERTIES ADDRESS: 320 GORDON ST STE 105 SANFORD FL 32771 LAND USE: WAREHOUSE W/ OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 400 GORDON 1STREET / WHSE B / OFFICE EXCEEDINGFEEBENEFITRATEUNITCALCUNITTOTALDUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD War ehousingg* ZE"NORS 358.00 ROADS - C0 CO -WIDE ORD Warehousingg* 00 ROADS -ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 ROADS -COLLECTORS CO -WIDE ORD Square Feet 00 FIREfRESCUEl00K LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 6.073 1000gsft 6.073 1000gsft 557 1000gsft 557 1000gsft AMOUNT DUE 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. 2,174.13 00 860.56 00 00 00 00 00 00 00 3,034.69 PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE 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 BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE INSPECTION SEQUENCE BP# 18-1211 ADDRESS: 430 Gordon Street BUILDING PERMIT Min Max Inspection Description 10Footer / Setback 10Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell 20Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame 40 Insulation Rough Firewall Screw Pattern 50 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final 1 YU NU MMMM OO SEM 1 ACCREDITED w k:: R-.-. 3 AC472 STEEL STRUCTURES, INC. B MA LETTER OF CERTIFICATION VULCAN STEEL STRUCTURES, INC DATE: 4/ 9/18 Job Number 25388-2 DESIGNED BY: ZJM Customer Name: PBC CONSTRUCTION DETAILED BY: RDP Job Location: SANFORD FL 32771 CHECKED BY: ZJM DESIGN PARAMETERS W A L K D 0 0 R S ROOF PANEL: COMMENTS BUILDING DESCRIPTION: TYPE COLOR 26 GA. NOMINAL WIDTH: 65 feet 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED NOMINAL LENGTH: 102 feet 26 GA. EAVE HEIGHT, BACK S.W: 16 feet 6-3/4" THROAT EAVE HEIGHT, FRONT S.W: 16 feet RIDGE VENT WITH 9' THROAT ROOF SLOPE, LEFT: 1.0:12 L O U V E R S PBR ROOF SLOPE, RIGHT: 1.0:12 FL12256.1 ADJUST. GLASS DESIGN LOADS BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017) - BUILDING FRAME SELF WEIGHT: INCLUDED SNOW : ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psf COLLATERAL LOAD: 3 psf GROUND SNOW LOAD Pg 0.00 psf ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00 FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00 SNOW LOAD, ROOF: 0 psf SNOW EXP. FACTOR Ce 1.00 WIND SPEED: (3 SEC GUST) 140 mph (Vult) 108.44 mph (Vosd) INTERNAL PRESSURE COEFF. 0.18/-0.18 PERMIT# /d- 1,2WINDEXPOSURE: B CLOSURE "C, 0, P" Closed RISK CATEGORY : II - Normal SEISMIC PARAMETERS SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE OFFICESITECLASS (ASSUMED) D SEISMIC IMPORTANCE: 1.00 SEISMIC DESIGN CATEGORY: A DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09 DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1" - (1 SEC PERIODS): 0.06 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" - (SHORT PERIODS): 0.08 MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04 SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" - 3.5 SEISMIC RESPONSE COEFFICIENT: "Cs" - 0.029 TOTAL LONGITUDINAL BASE SHEAR 1.48 TOTAL TRANSVERSE BASE SHEAR 1.49 DRAWING RELEASE HISTORY I DRAWING REVISIONS DATE SENTI REASON FOR RELEASE I REVISIONJ DATE I BY I DESCRIPTION B D COVERING AND TRIM COLOR TABLE SHEETING W A L K D 0 0 R S ROOF PANEL: 3070/4070 IMPACT RATED GAUGEPANEL TYPE COLOR 26 GA. PBR PANEL Galvalume WALL PANEL: 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Light Stone WALL TRIM COLOR: 6-3/4" THROAT Charcoal Gray FL 12805.5 GABLE TRIM COLOR: RIDGE VENT WITH 9' THROAT Charcoal Gray FL5346.1 FLORIDA PRODUCT APPROVAL NUMBERS R 0 0 F P A N E L S W A L K D 0 0 R S P A N E L S 3070/4070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.1 3070/4070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.2 6070/8070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FLIB463 2 6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.1 PBR SKYLIGHT R I D G E V E N T S SUPERLOK 12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2 6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL 12805.5 9" THROAT RIDGE VENT WITH 9' THROAT FL12805.1 FL5346.1 L O U V E R S PBR FIXED GLASS ILOUVER WITH FLIXED GLASS FL12256.1 ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL12256.2 R 0 L L U P D 0 0 R S 1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL12765.1 1100 SERIES MAX SIZE: 10'-0" X 14'-0" FL12765.2 3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3 3100 SERIES MAX SIZE: 20'-0" X 20'-0" FL12765.4 750 SERIES MAX SIZE- 3'-0" X 12'-0" FL12675.5 750 SERIES MAX SIZE: 6'-0" X 12'-0" FL12765.6 750 SERIES MAX SIZE: 8'-8" X 12'-0" FL12765.7 750 SERIES IMAX SIZE: 10'-0" X 12'-0" FL12765.8 R 0 0 F P A N E L S S 0 F F I T P A N E L S BATTENLOK I FL11819.1 ARTISAN L-12 FL71919.1 DOUBLE-LOK FL11819.2 S K Y L I G H T S LOKSEAM FL11819.3 PBR SKYLIGHT FL1379 SUPERLOK FL1181g 43 WALL L I T E SULTRA-DEK FL11819.5 7.2 PANEL FL15159.1 PBR FL13787.1 PBR PANEL FL5346.1 PBR PBU PANEL FL11868.2 W A L L P A N E L S AVP PANEL FL11917.3 FW -120 PANEL FL11917.4 PBR PANEL FL5335.I REVERSE PBR FL5335.1 SHADOWRIB PANEL FL 11917.6 MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D 0 0 R S 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0" NOA-13-1203.05 3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-13-0124.05 R 0 0 F P A N E L S PBR 22 GAGE & 24 GAGE NOA-15-0730.02 SUPERLOK 22 GAGE NOA-12-0911.02 SUPERLOK 24 GAGE NOA-12-0123.07 DOUBLE-LOK NOA-13-0425.14 W A L L P A N E L S PBR 124 GAGE NOA-12-0123.06 ECO-FICIENT I NOA-14-0306.03 SKYLIGHT S PBR NOA-12-0110.04 THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSRE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR OUAUFY AS THE PROJECT DESIGNER. FLORIDA P.E.J 61323 500 VULCAN PARKWAY s t x+0.61323 STATE OF ANAL_ E% ORIGINAL SIGNATURE REOUIRED 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE BRACE CABLES HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS ASTM DESIGNATION A529 OR A572 SHAPES A1011 A475 EHS ASTM A992 A653 OR A792 A307, A325T, AND A490 GRADE 50 or GRADE 55 GRADE 55 GRADE 50 GRADE 50 or GRADE 80 A307 UNLESS NOTED GENERAL NOTES STRUCTURAL PRIMER SHOP PRIMER PAINT IS A MINIMAL NON—UNIFORM THICKNESS COATING OF A RUST INHIBITIVE RED—OXIDE COLOR PRIMER SATISFYING THE REQUIREMENTS OF TT—P-664. THIS PRIMER IS NOT TO BE CONSIDERED A FINISH COAT AND IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION PROCESS. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR REJECTION. 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 ORDER ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRIATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 — READS AS FOLLOWS THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS." RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WIND EXPOSURE. IT IS RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLE BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER TO INCLUDE: A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING PROJECT. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE DEFINITION OF WIDTH, LENGTH, HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA— BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES AND FINISHES SPECIAL NOTES - BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER / CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TTEMPORARY 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. FTER 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.0 61323 500 VULCAN PARKWAY ANlifli+ana)¢/0 R..E SP' • - Nsc '•• .011 0.61323 = STATE OF litait Iiiat'ltt ORIGINAL SIGNA LIRE REOUIRED Dio= L J 61 DETAIL A 2L c 8" .. a V) " I O O O O ] 6- e 1 .,•• I ... 1 W DETAIL B Dia= 3/4" 8" I 4 I— 3 See Plan DETAIL C Dia= 3/4" I- 0 4 II'II_ 3 f#. 8 DETAIL D Dia= 5/8" I I r 8 i 00 4.. L 2 sw See Plan DETAIL E SEE PLAN OUT TO OUT CONCRETE SEE PLAN OUT TO OUT STEEL w PROJECTION CONCRETE EDGE AND ANCHOR BOLT PROJECTION FOL. L C ANCHOR BOLTS NOTES MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J -BOLTS OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE RESULTS IN CONCRETE FOUNDATIONS THE TYPE OF BOLT USED FOR THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN ASTM F1554 GRADE 36 (MIN.) BOLT. ANCHOR BOLTS ANCHOR BOLT SUMMARY HEX NUT V FIAT WASHER ' SEE BUILDING PLANS FOR PROJECTION CONCRETE UNE Dio PrPro* Oty Locote (in) Type (in) BASE CHANNEL O 8 JomD 5/8• F1554 3.00 4 15-aAE O 24 Endwoll 5/8" F1554 3.00 TOTAL LENGTH DETERMINED 32 Frame 3/4' (1554 3.00 HEX NUT BY FOUNDATION ENGINEER •• w/FLAT WASHER c C E W t I 0 INSIDE CLOSURE (OPTIONAL) 10 WALL PANEL BASE CHANNEL FINISHED FLOOR 4 15-aAE IE lW JAMB DEPTH 12 x 1-1/4' SDS I C E W I I A.F.F.5 MASONRY A -A' 1-3/,t F.O.VIDTH -3/4' BY OTHERS 1 I C0 E I 0 O J O c o 0 I` 9 x° o I G I 122AA° aTs a°i 00 I Wind -Bent ANCHOR BOLT PLAN NOTE: NI Bose Plotes O 100•-0' (U.N.) 11 * = 1-3/4" 11 E I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL' E I OTHER, EXPLAIN G fl 31 QD WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 110 1jj1, u u M"M I n n u"M" Oa11 No. 61323 4 STATE OF OR 111D ORIGINAL SIGNATURE REQUIRED VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION PROJECT G1IRDON STREET VAROQX-BLDG D ANCHOR BOLT PLAN 6 DETAILS ID 25388-2 DESIGN- ZJM I DRAFT, RDP I CHECK, JDH PROJECT ISANFORD FL 32771 DATE- 4/ 9/18 ISHEET I OF 15 INSIDE CLOSURE (OPTIONAL) SLAB BEYDN ,•• V WALL PANEL BASE CHANNEL FINISHED FLOOR 8'x 2-1/2' JAMB DEPTH 12 x 1-1/4' SDS V/VASHER Cb PER PANEL) SECTIONA.F.F.5 MASONRY A -A' 1-3/,t F.O.VIDTH -3/4' BY OTHERS q_q• wCL110 O J O EDGE OF CONCRETE o 0 ANCHOR BOLT PLAN NOTE: NI Bose Plotes O 100•-0' (U.N.) 11 * = 1-3/4" 11 E I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL' E I OTHER, EXPLAIN G fl 31 QD WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 110 1jj1, u u M"M I n n u"M" Oa11 No. 61323 4 STATE OF OR 111D ORIGINAL SIGNATURE REQUIRED VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION PROJECT G1IRDON STREET VAROQX-BLDG D ANCHOR BOLT PLAN 6 DETAILS ID 25388-2 DESIGN- ZJM I DRAFT, RDP I CHECK, JDH PROJECT ISANFORD FL 32771 DATE- 4/ 9/18 ISHEET I OF 15 H 4 QD MALIAN UNE RIGID FRAME: ANCHOR BOLTS a BASE PLATES Frm Col Mc. -Bolt Bose -?tote (int Bev. Une Une Oty Dia Width Length Thick (in) 2• A 4 0 750 8.000 10.00 0 500 00 2• D 4 0.750 8.000 10.00 0.500 00 2• Frame lines: 2 3 4 RIGID FRAME: ANCHOR BOLTS @ BASE PLATES Frm Col Mc. -Boll Baseplate (in Dev. Une Une Oty Dio Width Length ick (in) 5 A 4 0.750 8.000 10.00 0.500 0.0 5 D 4 0.750 8.000 1000 0.500 0.0 BUILDING BRACING REACTIONS Reactions(k ) Panel_Shear Wall - Got -Wind- -Seismic- (ID/ft) Loc, Une Une Harz Ven Harz Ven Wind Seis Note SSW D 4,5 6.4 7.3 0.7 0.9((((D R_EW 5 (h; B_SW A Torsional Brocing Used b Wind bent in bay, base above finish floor h Rigid frame of endwoll i) racing in roof to ngid frome RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frm Col Anc._Bolt From* Column -----Dead-----Collateral- Bev. Une Live ------ Wind_Leftl- Una Line Horiz Vert Horiz Ven Horiz Vert Horiz Vert 2• A 1.6 2.5 1.8 2.5 7.1 9.9 15.3 20.8 2• D -1.6 2.5 1.8 2.5 7.1 9.9 9.2 14.3 5 A 0.9 1.6 0.9 1.3 3.8 5.3 12.0 15.4 5 D -0.9 1.6 0.9 1.3 3.8 5.3 5.8 10.4 Frame Column-Wind_Right2- Wind- Wnd_Long2- Seismic-Left Harz Une Une Horiz Vert Horiz Ven Horiz Ven Hon-, Ven 2• A -3.4 5.4 15.3 21.3 7.7 13.9 0.3 0.1 2• 0 95 11.9 7.7 13.9 15.3 21.3 0.3 0.1 5 A -3.6 5.6 6.7 14.6 7.3 11.2 0.1 0.0 5 0 9.8 10.7 7.3 11.2 67 14.6 0.1 0.0 2• Frame lines: 2 3 4 6.2 11.0 6.2 11.0 4.7 5.2 ENDWALL COLUMN: ANCHOR BOLTS a BASE PLATES Frm Col Anc._Bolt Bose -Plate (in) Bev. Une Une Oly 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 8.000 0 500 0.0 1 C 4 0.625 6.000 8.000 0.500 00 1 D 4 0.625 6.000 6.000 0.134 00 5 C 4 0.625 6.000 8.000 0.500 0.0 5 B 4 0.625 6.000 8.000 0.500 0.0 Vlnd Ll/Wind R1 = Lateral wind load from the left/right with a negative Internal pressure coefficient. Wind L2/Vind_R2 = Lateral wind load From the left/right with a positive Internal pressure coefficient. Vlnd Lnl = Longitudinal wind load with a negative Internal pressure coefficient. Vlnd_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient. Seismic L/Selsmlc R = Lateral Seismic load from left/right. LVINDY L#E/ LVINDN R11E = Longitudinal wind loads for edge zones. FNUNB_SL_L/ F#UNB_SL_R = Unbalanced roof snow load with wind from the left/right. FNPAT_LL # = Pattern live load for continuous bean systems. Note- Bracing reactions are not already Included In combination with any other load but must be added to basic reactions as desired by the foundation designer.' Collat = Collateral Load Endwall Load Case Definitions Rafter Vlnd_L/ Rafter Vlnd_R = Lateral wind load from the left/right. Brace Vlnd_L/ Brace Vlnd_R = Lateral wind load from the left/right with the bracing loads added. Vlnd P/Vlnd_S = Wind Pressure/Suction due to longitudinal wind. Vlnd Lnil = Longitudinal wind load on the roof. Selsmlc_L/Selsmlc_R = Lateral Seismic load from left/right. ENUNB_SL_L/ E#UNB_SL R = Unbalanced roof snow load with wind from the left/right. ENPAT LL # = Pattern live load for continuous bean systems. LVINDq_L/LVINDR_R = Longitudinal wind loads for edge zones. GENERAL NOTES 1 APPUCKnON OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. M2.) FOUNDA BUILD IN1 DESIGNANUFAAND R ONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE 3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8• IN BOTH ELEVATION AND LOCATION. WTHE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUAUFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. 5) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 7.) WND REACTIONS ARE BASED ON VuIL FINAL ERECTION X) FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC rmu""' SANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 tuunnlunnurpr ok, R E• 1'' 011 o. G132 STATE OF ORIGINAL SIGNATURE L ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Wind Wind Wind Wind Wind Wind Seis Wind_Rhtt- Wnd_Lefl2- Fnn Col lead Collat Live Lefl1 Right Lefl2 Right2 Press suet Longl Lon92 Left Horiz rtVert artzHoriz Vert Une Une Ven Ven Ven Ven Ven Ven Ven Hors Harz Ven Ven Ven 9.29.1 Veil A 0.3 0.3 1.9 3.7 2.9 3.7 2.9 0.0 0.0 4.5 22 0.0 15.3 20.8 33.4 55..44 1 B 1.1 1.0 6.3 11.0 6.2 11.0 6.2 4.7 5.2 10.2 7.0 0.0 5. 10.4 9..4 1 C 1.1 1.0 6.3 6.2 11.0 6.2 11.0 4.7 5.2 7.0 10.2 0.0 15.4 3.6 5.6 t D 03 0.3 1.9 2.9 3.7 2.9 3.7 0.0 0.0 2.2 4.5 0.0 Seismic -Right Seismic -Long Hartz0.3 Vert0.1 Horiz0.7 Ven03 Frm Cd Seis Right EIPAT_LL-1- E1PAT_LL2- E1PAT_LL-3- E1PAT_LL_4- 0.3 0.1 0.7 0.3 Une Une Vert Harz Ven Harz Vert Hone Vert Han Ven 0.1 0.0 0.0 0.0 1 A 0.0 0.0 2.0 0.0 0.6 0.0 2.4 0.0 0.5 0.1 0.0 0.0 0.0 1 B 0.0 0.0 6.5 0.0 2.3 0.0 2.7 0.0 3.6 1 C 0.0 0.0 2.3 0.0 6.5 0.0 2.7 0.0 3.6 1 D 0.0 0.0 Wind 0.6 Wind 0.0 2.0 0.0 2.4 0.0 0.5 Frm Col lead Press Suct Une Une Vert Horz Harz 5 C 0.2 4.651 5 B 02 4.6 5.1 GENERAL NOTES 1 APPUCKnON OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. M2.) FOUNDA BUILD IN1 DESIGNANUFAAND R ONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE 3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8• IN BOTH ELEVATION AND LOCATION. WTHE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUAUFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. 5) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 7.) WND REACTIONS ARE BASED ON VuIL FINAL ERECTION X) FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC rmu""' SANFORD FL 32771 ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 tuunnlunnurpr ok, R E• 1'' 011 o. G132 STATE OF ORIGINAL SIGNATURE L SPLICE BOLT TABLE Oty Mark Top Bot Int Type Dia Leng SP -1 4 4 2 A325 0.625 2.25 SP -2 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 2 3 4 DID SI9ES MARK LENGTH OFFSET 1 1 F847A 3'-11 " 2'-8" 150.1 1 FB46A 3'-10" 2'-8" 3 1 F839.5A S-3 1/2" 2'-8" vW-M-E-E- 01NOMM TYP. FLANGE BRACE / GIRT CONNECTION OfF_S T rL 1/2'x1 1/4' TYP U.N.) (307 BOLTS TYP. U.N.) Io 0 I I t o o PURI IN/ \ Gl \ \ A371BOLTS A SECOND FLANGE o o FLANGE BRACE BRACE IS REQUIRED SEE FRAME CROSS IF '(2)' IS NOTED It FLANGE BRACE TABLE. F. COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTALFORLOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC—R26 Mark weo ue to weD date uutsiae i-iange W x Thk x Len th Rns e rangea W x Thk x Len thStartEndThickLenth RF1-1009.5 30.0 0.165 150.1 6 x 1/4" x 181.9 6 x 1/4" x 151.4 30.0/30.0 0.250 34.3 6 x 1/4" x 38.4 RF1-101 30.0/14.0 0.165 83.7 6 x 1/4" x 240.0 6 x 1/4" x 85.2 14.0/14.0 0.135 240.0 6 x 1/4" x 111.2 6 x 1/4" x 240.0 . 14.0/14.0 0.135 30.0 6 x 1/4" x 28.8 RF1-102 14.0/14.0 0.135 30.0 6 x 1/4" x 111.2 6 x 1/4" x 28.8 14.0/14.0 0.135 240.0 6 x 1/4" x 240.0 6 x 1/4" x 240.0 14.0/30.0 0.165 83.7 6 x 1/4" x 85.2 RF1-103 30.0/30.0 0.250 34.3 6 x 1/4" x 38.4^ 6 x 1/4" x 151.4 ICLto L-6 , /2' %'-7• 2'-6 1 /2J CLEARANCE 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. FINAL ERECTION X] FOR CONSTRUCTION I FOR APPROVAL I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC SANFORD FL 32771 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA, J 620 No. 61323 E OF S10NAL EN ORIGINAL SIGNATURE REQUIRED SPLICE BOLT TABLE Qty Mark Top Bot Int Type Dia Leng SP -1 4 4 2 A325 0.625 2.25 SP -2 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 5 TYP. FLANGE BRACE GIRT CONNECTION OFFSET fL 1/2'x1 1/4' TYP U.N.> OID SID#ES MARK LENGTH OFFSET 1 1 FB45A 3'-9" 2'-8" 0 1 FB39A 3'-3" 2'-8" Qt' 12 RC -R26 o Q c cry — =i. Mark web Ue thTYP. FLANGE BRACE GIRT CONNECTION OFFSET fL 1/2'x1 1/4' TYP U.N.> A307 BOLTS TYP. U.N.) 10 9.6 28.0 0 I I x 3 16 x 181.9 10 0 I 0 PUIIN/ \ 28.0/28.0 GIR \ IBOLTS 6 A307 0 A SECOND FLANGE 0 FLANGE BRACE SEE FRAME CROSS BRACE IS REQUIRED IF '(2)' IS NOTED IN H 28.0/12.0 FLANGE BRACE TABLE. F. COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTALFORLOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC -R26 o Q c cry — =i. Mark web Ue th Web F'lote Uutsiae rlange W x Thk xLen th Insiae rlange W x Thk x LengthStartEndThickILenth RF2-100 9.6 28.0 0.135 152.0 6 x 3 16 x 181.9 6 x 3/16" x 153.1 28.0/28.0 0.188 32.2 6 x 3/16" x 36.3 RF2-101 28.0/12.0 0.135 85.9 6 x 3/16 x 240.0 6 x 3/16" x 87.3 12.0/12.0 0.135 240.0 6 x 3/16" x 113.5 6 x 3/16" x 240.0 12.0/12.0 0.135 30.06 x 3/16„ x 29.0 RF2-102 28.0/28.0 0.188 32.2 6 x 3/16;; x 36.3 6 x 3/16 x 153.1 L-4 3/8' 58'-11 1/4' 2'-4 3/8' CLEARANCE 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. MAIN FRAME ELEVATION: FRAME LINE 5 V C 3 FINAL ERECTION CX) FOR CONSTRUCTION C I FOR APPROVAL C I OTHER, EXPLAIN 1 h-, 12 VULCAN STEEL STRUCTURES, INC SANFORD FL 32771 WALTER EWOOD P.E. FLORIDA P.E./ 61323 500 VULCAN PARKWAY ADE6iRA1AI f3,0 IR IV O' No-. 6132 a STATE OF 01VaL E,,,,G ORIGINAL SIGNATURE REQUIRED BC CONSTRUCTION PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND BASE 614 STITCH FASTENERS ZONE 5 - _Q__ 0/C MAX. ZONE 4 - Q ALL GIRTS L -.M- D.C. MAX. BETWEEN GIRTS 4 = ZONE 4 DIM W =-.L.4 FT 5 = ZONE 5 PBR' WALL PANEL ATTACHMENT DETAIL 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) I O/ / WIND LOADING PRESSURES CHART AREA <- 10 SOFT. FOR PANELS) PRESSURE SUCTION ZONE 1 (ROOF INTERIOR) 16 35 ZONE 2 (ROOF EDGE) 16 59 ZONE 3 (ROOF CORNER) 16 89 ZONE 4 (WALL INTERIOR) 32 35 ZONE 5 (WALL EDGE) 32 43 WALL ACCESSORIES M12 MEMBER FASTENERS 10 SOFT (ZONE 4) 32 35 100 SOFT (ZONE 4) 28 30 10 SOFT (ZONE 5) 32 43 100 SOFT (ZONE 5) 28 32 NOTE PRESSURES SHOWN ARE a46SED ON Vuh AND APPLICABLE UIRRNK COUTICIENiS FOR THE ENCLOSURE CIASSIFICADON AND C(POSURE CAIECDRY. SEE MAX PAGE FOR APPLICABLE VALUES. FOR ALLOWABLE STRENGTH DESWN PRESSURES. Vmm. MULTIPLY THE SHONN VALUES BY 0 6 ROOF SLOPE 0 TO T OF sv-T fzOO t% / ROOF FASTENER DETAIL PLAN ENCLOSED / PARTIALLY ENCLOSED 1-1/4' PBR' WALL PANEL PROFILE WAI I FACTFNIFR nFTAII PI AN E I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL E ) OTHER, EXPLAIN DIM A = 6.4 FT PBR' ROOF PANEL ATTACHMENT DETAIL PBR' ROOF PANEL PROFILE VULCAN STEEL STRUCTURES, INC ID SANFORD FL 32771 WALTER E.WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 No. 61323 • . k*q'-t-.WSTATEE OF 0'• •'c'OR iOP.• c\Q ORIGINAL SIGNATURE REQUIRED 11-0' 11 0. DETAIL A' M12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PURLINS 7' 7' 7' M12 MEMBER FAST NERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND RIDGE. 014 STITCH FASTENERS ZONE 3 - _iwQ__ O/C MAX. TAPE MASTIC ZONE 2 - _2p__ 0/C MAX. ZONE 1 - Q'ALL L ?D__ O.C. MAX BETWEEN PURLINS DETAIL 'A' DIM A = 6.4 FT PBR' ROOF PANEL ATTACHMENT DETAIL PBR' ROOF PANEL PROFILE VULCAN STEEL STRUCTURES, INC ID SANFORD FL 32771 WALTER E.WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 No. 61323 • . k*q'-t-.WSTATEE OF 0'• •'c'OR iOP.• c\Q ORIGINAL SIGNATURE REQUIRED SPECIAL BOLTS ROOF PLAN O I lQUAN TYPEDIA LENGTH WASH 1 4 A307 1 2 1 1 4 0 1 102'-O'OIJI-TO-OUi OF STEEL 5 MEMBER TABLE ROOF z 3 4 MARK PART LENGTH 26•-0• 25'-0• 25'-0• 26'_0• P-10 1 OX25Z 15 29'—1 1/2" t- P-101 1OX25Z16 29'-3 1/2± P-10 1OX25Z15 29'=1 1/2 P-10 1OX25ZIS 29'-1 1/2„ E-105 RFI-100 104 100 E-10 10E375D 14 25'-11 1/2” A 8 RFI-100 03 100 E-101 IOE375D14 24'-11 1/2" E-10 IOE375D14 24'-11 1/2; WI E-10 10E375D1425'-11 1/2„ E-10 10E375D14 24'-11 1/2" E-10 lOE37SD14 25'-11 1/2 CB-10 0.250CBL 3.1'-8" CB-101 0.250CBL 32'-1" CB-10 0.312CBL 35'-4" I I I I CB-10 0.50008 31'-8" N W I I N 0 I ER-1 RFI-101 RF1- RFI-101 132-101 0rc o i WI I I vIo IW I I 1 YD I I I 1 1 yP t t YP I I I I I I N pII O I vIp N W WI 100 RFt-102 102 RFI-102 IIWRig-tot m I I 000rc I WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADK6o0A N84G29 No 613 23 D t t-10 E-101 t-1 -1 1-1 1 F2-102 c t dj'N 7 c PURUNLAP C s-, 3/4 ST TE O F TRIP ROOF FRAMING PLAN/%.`•• OFCAILCZ10:•',` Op i Gnab .. MLLSTIE MATORIGINAL WAsml SIGNATURE REQUIRED REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION BRACE CABLE ASSEMBLY REV. DESCRIPTION, DATE DTLR DATE CHKR APPD FINAL ERECTION PROJECT GDiDDt STREET vARDWSE-BLDG B ROOF FRAMING resat NA"wAK rKTOIY AnAo¢c X) FOR CONSTRUCTION ID 25388-2 DESIGN, ZJM DRAFT, RDP CHECK, ZJM MmEIRlrx AT IM CNX FOR APPROVAL OTHER, EXPLAIN PROJECT SANFORD FL 32771 DATE, 4/ 9/18 SHEET 6 ADDRESS ROOF SHEETING PLAN PANELS 26 Go. PBR — Golvolume n rrr -Iw - rrr-ILA o AJtJI a/4 c 1/c WF -100 — RFt-1 3 8 A325T 5/8" 2 1/4" WF-, AA - P179- 1 7 A A'{95T R /A" 9 1 /A" n 2 1 4 26'-0' 25'-0' 25'-0' 26'-0' 1.0 1 r-100 0 C-109 IE C-111 I Ii WF -101 C-113 I G- I I II I 1 1 I i — — — — — — — — — — — — — — — jw J GIRTLAPS 1'-i gyp. GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SSIDE 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. nn -w SIDEWALL FRAMING: FRAME LINE D WI -1w 22'-5 13/16' RF2-102 1•-f 24 "1 VULCAN STEEL E I FINAL ERECTIONPROJECT CORDON STREET VARDIDIA EX] FOR CONSTRUCTION ID 25388-2 E I FOR APPROVAL PROJECT E I OTHER, EXPLAIN ADDRESS SANFORD FL 32771 INC wr- I V n 1'Io`11 14 -Y WF -101 W12841 22'-5 5/16" E-10 lOE37SD14 25'-11 1/2" E-101 t0E375D14 24'-11 1/2" E-10 IOE375D14 24'-11 1/2" E-10 IOE375D14 25'-11 12 G-10 8X25C16 25'-3 1 2" G-10 8X25Z16 26'-5 1/2- G-11 8X25C16 24'-11 2" G-111 8X25Z16 27'-3 1/2 G-11 8X25C16 25'-11 Vl2" WALTER E. WOOD P.E. FLORIDA P.E.j 61323 500 VULCAN PARKWAY Pv .........,,, O,, c; No. 61323 %7 51ATE OF N!ONAI_ SIGNATURE 4 4 4 4 4 Culler with 5 dornepoule) s s s D OPEN FOR MASONRY BY OTHERS L--------------------------------------- ------------------------ SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. PBR — Light Slone GENERAL NOTES: T.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SSIDE 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. 2 DTR 20'-3" 3 DTR 2'-3" 4 RVEG 20'-3" TM50 5 RVEG 2'-3" TMSO 6 RVCB 6" TM52 WALTER E.WOOD P E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY nn lrau llnbaA,,, 0 61323 a STATE OF v n••" ``. VULCAN STEEL STRUCTURES, INC 7 FINAL ERECTIONPROJECT GURDEIN STREET VARDnISE-BLDG III SIDEVALL X] FOR CONSTRUCTION ID 25388-2 DESIGN -Z. FOR APPROVAL PROJECT DATE- 4/ OTHER, EXPLAIN ADDRESS SANFDRD FL 32771 5 r0. 4 3 2 26'-0' 25'-0' 25'-0' 26'-0' 2• 1 E-104 E-104 E- 105 1.3 G-115 DH -100-1 I 1 C-118 C-119 112 G-114 loa C m Li--- i ----- 3 [ I iDI------- E ----- I--------------- RF2-100 RFI -100 Kr t-1 W KPI -MU 10'-0' 12'-0' 3'-0' I X-0' I 12'-0' I„ 10'-0' GIRT 1'-13L LAPS r-1 a/. r-1 y. SIDEWALL FRAMING: FRAME LINE A GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 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. C ] FINAL ERECTION CX] FOR CONSTRUCTION C ] FOR APPROVAL C ] OTHER, EXPLAIN EC -100 VULCAN STEEL STRUCTURES, INC SANFORD FL 32771 VJ-IVV VJ[JJI.IY 'J—4 DH-10 8x35016 12'-0" E-10 t0E375D14 25'-11 1/2: E-10 10E375D14 24'-11 1.2 E-10 10E375D14 25'-11 1/? - G -1 2" G-10 8X25C16 25'-3 1/2 G-11 8X25C16 25'-11 2" G-11 8X25Z16 27'-1 1/2 G-11 SX25C16 9'-8" G-11 8X25Z16 10'-10" G-11 8X25016 2'-8" G-11 8X25Z16 5'-4 112" G-11 8X25Z16 10'-10 c_1i av-)cola I)a'—a 1/1)" 2 3 WALTER E.WOOD P.E. FLORIDA P.E.J 61323 500 VULCAN PARKWAY R E 14 -, No. 61323 SQT F 0NA; _ SIGNATURE REQUIRED RDP Q1' 12 GIRT •-i sit• •_i aii• . LAPS ENDWALL FRAMING: FRAME LINE 1 GENERAL NOTES: U1. IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS N DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. E 3 FINAL ERECTION EX3 FOR CONSTRUCTION E 3 FOR APPROVAL E 3 OTHER, EXPLAIN V ID VULCAN STEEL STRUCTURES, INC SANFORD FL 32771 MARK I LENGTH IOFFSET EC -101 WBX10 16'-2 3/16 - EC -10 WSX10 16'-2 3/16 - EC -10 8x35C16 14'-5 116" ER -10 W8X10 32'-7 3/8 " G-10 8X25C16 19'-11 1 G-101 8X25Z16 21'-1 1 2" G-10 8X25C14 24'-11 1 2" G-10 8X25Z16 27'-3 1 2" r 1n AY9S71A 91'-1 1/,>" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 v\C: No. 61,323 TATE CF 4/ I 4 ll OPEN FOR MASONRY BY OTHERS L--------------------------------------------------------------- ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS, 26 Go. PBR — Light Slone GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS 6E N DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER-PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 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. J FINAL ERECTION X] FOR CONSTRUCTION J FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL SANFORD FL 32771 2 1 DTR 20'-3" 3 DTR 5'-3" 4 RVRT 20'-3" TM11 5 RVRT 12'-11" TM11 a avca 1'-a" TM39 INC WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 F .' No. 61323 A IGI L SIGNATURE REOUIREI 4. 1z GIRTLAPS FLANGE BRACE TABLE FRAME LINE 5 SIDVID ES I MARK I LENGTH tom, 2 I I i II G-105 E ----------------- - - - - - - - - _ - - - - - - - - - - - - EC -104 EC -104 ENDWALL FRAMING: FRAME LINE 5 GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS ESEEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. 3 FINAL ERECTION X3 FOR CONSTRUCTION 3 FOR APPROVAL 3 OTHER, EXPLAIN VULCAN STEEL PROJECT ISANFORD FL 32771 ADDRESS INC G-10 8X25C14 G-10 8X25Z16 G-10 8X25C16 G-10 8X25Z16 24'-11 '1 27'-3 1 2" 19'-3 1/2" 21'-1 1/2" i ' -i ,,>" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 l No. 61323 Sl. -STATE OF . ORIGINAL SIGNATURE REQUIRED G EE T T L-------- OPEN FOR MASONRY BY OTHERS ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. POR — Light Stone GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. I I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL I I OTHER, EXPLAIN VULCAN STEEL PROJECT 1111 ID 2531 SANFORD FL 32771 TRIM TABLE FRAME LINE 5 OID PART LENGTH DETAIL 1 CTR 8'-3- TM29 2 DTR 20'-3" 3 DTR 5'-3" 4 RVRT 20'-3" TM11 5 RVRT 12'-11" TM11 6 RVPB 1'-4" TM39 INC WALTER E. WOOD P E. FLORIDA P.E.j 61323 500 VULCAN PARKWAY ADEL, GA 31620 1111111u1nm urlpr yrrrrr''' No. 61323 o -STATE OF : Z acs, •. G , N , E 1 ORIGINAL SIGNATURE REQUIRED Lu CL DOORS ARE RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA DOES NOT REQUIRE THE USE OF APPROVED SHUTTERS OR DMNAL PROTECTION DEVICES COMPLYING WITH HVHZ REOUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REOUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. TRISTARMOGA/SPARTAN" OUTSMNG STEEL DOORS APPROVAL APPLIES TO SINGLE (x) LEAF DOORS WITHOUT SIDELITES. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMEWIS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVALLOADOURARONINCREASEIS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-MErALUC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BUILDING CODE MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUILDING CODE LABELING TO COMPLY WITH SECTION 1710.8.2. FRAME& 1 DTHEDOOROPG. WIDTH 3. TC l` P.W. " Ow 1B' F MAX.MAx. A TELSTAR OUTSWING SINGLE STEEL DOORS ( X ) Pd a +50.0 PSF (EXTERIOR) 50.0 PSF (INTERIOR) D NOTE: EGRESS REOUIREMENTS TO BE REVIEWED BY AHJ. A- T16 PIWOUCI EVALUATION COMMIT (PIA) PREPARED B• 116 ENfr7Rm1 B CD43W AND DOLS NOT POWU DFMMTDN FOR A SITE SPECIFD PROJECT: LA THERE IM SITE CONDITIONS DEVIATE FROM TIE t0. F CONTRACTOR TO BE P03POMMU FDR TME SELECTOR, PURCINSE AND DISTAL ATION OF TIS PRODUCT BASED ON FIDS PRODUCT EVALUATION PRWDED HE/SNE DOES NOT OENAIE FROM OE CONNITDMS OETNLED OR TIPS DOCUmDa. C- THIS PRODUCT EVALIUATDN DOQNENF WU BE CONSIDERED ONAUD IF ALTO" BY ANI' MEWL 0 -SITE SPECIFIC PRIXIECIS SNMLL BE PREPARED N A FLORIDA REC61D® DDM[DI OR ARpPIICI MIDI BLL (ROME DE 043M OF RECORD (COR.) FDR THE PROJECT AND WILD WILL BE RESPONSIBLE FOR TLE PROPEII USE OF THE P.E.D. ENCDEDR OF RECORD. ACTINIC AS A DELEGATED DICKER 10 THE P.E.D.ENCDEFR SIALL SUSIOT TO TRIS LATTER M SITE SPECIFIC DRAWINGS FOR RENEW. E- TIS P.E.D. SNAu BEAR THE GATE AND ORRiNML SEAL AID SIMIM Or THE PROIESIONAL DDRNImI OF RECOND THAT PREPARED 0. FL 17"100-iRI v z OZ of R o' g O. "- L OG Vo' 0 M, 0-0 afY0o„ N J u i R Q 612 w UZ i¢5 Z ag jIrZW F- — FL #17900 lklb I le r lowing no. 15-35L l 1 1B' F MAX.MAx. A TELSTAR OUTSWING SINGLE STEEL DOORS ( X ) Pd a +50.0 PSF (EXTERIOR) 50.0 PSF (INTERIOR) D NOTE: EGRESS REOUIREMENTS TO BE REVIEWED BY AHJ. A- T16 PIWOUCI EVALUATION COMMIT (PIA) PREPARED B• 116 ENfr7Rm1 B CD43W AND DOLS NOT POWU DFMMTDN FOR A SITE SPECIFD PROJECT: LA THERE IM SITE CONDITIONS DEVIATE FROM TIE t0. F CONTRACTOR TO BE P03POMMU FDR TME SELECTOR, PURCINSE AND DISTAL ATION OF TIS PRODUCT BASED ON FIDS PRODUCT EVALUATION PRWDED HE/SNE DOES NOT OENAIE FROM OE CONNITDMS OETNLED OR TIPS DOCUmDa. C- THIS PRODUCT EVALIUATDN DOQNENF WU BE CONSIDERED ONAUD IF ALTO" BY ANI' MEWL 0 -SITE SPECIFIC PRIXIECIS SNMLL BE PREPARED N A FLORIDA REC61D® DDM[DI OR ARpPIICI MIDI BLL (ROME DE 043M OF RECORD (COR.) FDR THE PROJECT AND WILD WILL BE RESPONSIBLE FOR TLE PROPEII USE OF THE P.E.D. ENCDEDR OF RECORD. ACTINIC AS A DELEGATED DICKER 10 THE P.E.D.ENCDEFR SIALL SUSIOT TO TRIS LATTER M SITE SPECIFIC DRAWINGS FOR RENEW. E- TIS P.E.D. SNAu BEAR THE GATE AND ORRiNML SEAL AID SIMIM Or THE PROIESIONAL DDRNImI OF RECOND THAT PREPARED 0. FL 17"100-iRI v z OZ of R o' g O. "- L OG Vo' 0 M, 0-0 afY0o„ N J u i R Q 612 w UZ i¢5 Z ag jIrZW F- — FL #17900 lklb I le r lowing no. 15-35L 3• MAX. FRAME WIDTH DOOR 0 N . WIDTH 2• 3. IMAX MAx L 9ASH WIDTH. . N I i .Tol L T- 6. MAX. MAX. TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X ) Pd - +75.0 PSF (EXTERIOR) 75.0 PSF (INTERIOR) FRAME I ID1H 2- 3R OPIG. WID1H 1 [ TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X ) Pd - +50.0 PSF (EXTERIOR) 50.0 PSF (INTERIOR) FL #17900 Ms fliwl yi J drawing no. 15-35L N T— ir u Ox D W wu o g c 3• MAX. FRAME WIDTH DOOR 0 N . WIDTH 2• 3. IMAXMAx L 9ASH WIDTH. . N I i .Tol L T- 6. MAX. MAX. TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X ) Pd - +75.0 PSF (EXTERIOR) 75.0 PSF (INTERIOR) FRAME I ID1H 2- 3R OPIG. WID1H 1 [ TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X ) Pd - +50.0 PSF (EXTERIOR) 50.0 PSF (INTERIOR) FL #17900 Ms fliwl yi J drawing no. 15-35L SECTION A—A a SECTION B—B poxil, SDS a f* CONCRETE TE MASONRY Rows+ OPENM 02 r,• EA. B) 011 IPAME OVERALL WOM SECTION C—C TYPICAL ANCHORS AT HEAD/JAMB/SILL- 48 DIA, SMS INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2• MW. PENETRATION INTO WOOD 3/16' DIA. MY TAPCON (ru-ns KSL h-1oo Kso INTO 20Y WOOD BUCKS OR WOOD STRUCTURES DIRECTLY INTO tc'-300O PSI CONCRETE. 1• MIN. EDGE DIST. 1• MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) 3/16' DW ELCO ULTRACON (Fu -m Kst r)—ns Ks,) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2• MW PENETRATION INTO WOOD DIRECTLY INTO fe3000 PSI CONCRETE. 1' MIN. EDGE DIST. DIRECTLY INTO 1e'•:2000 PSI MASONRY BLOCK. 1' MIN. EDGE DIST. 1-3/8' MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) 1-1/4' MIN. EMBED INTO GROUT FlLLED BLOCK (JAMBS) SECTION D -D TELSTAR SERIES SINGLE STEEL DOOR SYSTEM WOOD SUBSTRATE FL #17900 E12-1 S Y 8 5 15-35L TELSTAR HEADER J Ifl lrLrJ IalO 01pOII a rOw101 IDAO Owea J 4, rwo ol n >m w TELSTAR LOCK JAMB 0 0 0 O. 0 0 r 0 0O. 0 0 O v HINGE REINFORCEMENT DOOR AND FRAME 7w 060101 ROO 0—a TELSTAR HINGE JAMB TE=4'ft TELSTAR THRESHOLD TELSTAR SERIES SINGLE STEEL DOOR SYSTEM FL #17900 w F Z SV:I e L5 A Z s L) O QOji m > W 1 drawing no. 15-35L 7 8 5 SECTION E -E 1s OR 27 21 e SECTION F -F a VERTICAL CROSS SECTION 12 I DOOR LEAF DETAIL I IIVVA JrAICIAIV JLRILJ JIIVVLL JILLL VVVR JIJILM 19WW"m A v Z OZ "y WQF n 0 O OW ^— M0 OG • 4 U 2 a0Wplg oo<4A 0 0 4W r N IL$-A j Q W N F z ss U • re `` ^ Qo, JIrz W co drawing R 7 drawing no. 15-35L BOLT MUST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND NUT. OR 12 OR LARGER DRILUNG SCREW. CREWS MUST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND CHANNEL/GIRT. 24 SEE NDTE 2 EACH SDE. 24 SEE NOTE 2 EACH SIDE. INTERIO 16 FRAME TO METAL BUILDING INSTALLATION DETAILS SPOT WELDED -- 10 FRAME INTERIO 23 OR 32 SEE NOTE 3 5 ITEM No. PART NUMBER DESCRIPTION MATrRIAL OTY. 1 MSD72232 HEADER FRAME 2.67' x 0.059' INK. 16GA GALVANNEAL STEEL 1 2 mSD72232 JAMB FRAME 2 67' x 0.059' THK. IBCA GALVANNEAL STEEL 1 3 DT101126 THRESHOLD K 6063-75 ALUMINUM 1 4 MS 10027 HINGEREINFORCEMENT 1 • ' x 10.00* x 0,180* THK COLD ROLLED STEEL 8 5 MSDIO290 BOTTOM DOOR SKIN 0.40' x 1,72' . ' THK GALVANNEAL STEEL 1 6 MSDIO290 TOP DOOR SKIN 0.18' x 0.24' w 035' THK, GALVANNEAL STEEL 1 7 MMD10205 x 1 K GALVANNEAL STEEL 1 8 MSD10223 DOOR CHANNEL 0 x 1.67' x .053' THK GALVANNEAL STEEL 2 9 MSDID091 ICYUNDRICAL LOCK REINFORCEMENT 1.65' 6.69' w 380' w 054' THK. 16GA COLD ROLLED STEEL 1 10 MSD70048 FRAME CUP 5.54' x J45' x 143' x 0. 7' THK 1 GA SPOT WELD O TO JAMBS GALVANNEAL STEEL 2 11 MSD10005 FOAM CORE 44.00' w 91.00' x 1.688' THK. - 0.733 LB FT DENSITY POLYSTYRENE FOAM 1 12 MMDIOD43 DOOR CLOSER psFoRcEmEuT ' x 1 7' TNN 1 H GALVANNEAL STEEL 2 13 MSDIO068 MORTISE LOCK REINFORCEMENT SAO' x 1.50' xx 11.93' x 0.067' THK. 15GA COLD ROLLED STEEL 1 14 MSD72232 KD STRIKE JAMB 4080 M135M FRAME 2.67' x 0059 THK. 16GA GALVANNEAL STEEL 1 15 8 x I' SELF DRILLING SCREWS (NOT SUPPLIED)STEEL 6 16 HINGE STRIKE JAMB FLOOR BASE ANGLE CUP 12GA GALVANNEAL STEEL 2 17 DT100631 ER IP I1 1 IB HG100034 HINGE 4-1 2 x 4-1 2 GALVANNEAL STEEL 4 19 MORTISE LOCK HARDWARE OPTION, CLI02258 ZHONGSHAN 1 20 LC1281 SERIES HEAVE DUTY COMMERCK GRADE 1 LEVEIM W1 CLIOO249 BY TIYSE ENHHPRGES CO. LID - 1 21 MMD10203 POOR E 7 ' 6063 -TS ALUMINUM 1 22 JAMB EXTENSION ASSEMBLY I6GA CHANNEL, 12GA CUP GALVANNEAL STEEL 4 23 3/8'o TO 1/2 x 2-1 4' DYNABOLT STUD ANCHOR FOR CONCRETE 4 24 412 x 1' SELF DRILLING SCREW (NOT SUPPLIED)STEEL 24 25 1/4'0 TO 1 2'o x 3/4* HEX BOLT STEEL 12 26 1 4'o TO 1 2'0 HEX NUT SELF LOCKING STEEL TO MATCH ITEM 25 STEEL 12 27 010 LF DRILUNG SCREW (NOT P STEEL 6 28 STRIKE PLATE - TO MATCH HARDWARE OPTION AS SPECIFIED 1 29- 12 - M x 3 8' PHILLIPS FLAT HEAD COUNTERSUNK MACHINE SCREW STEEL.FOR HINGES STEEL 32 30 IB o a 1-3 4 PHILLIPS MT HEM COUNTERSUNK TAPCON CONCRETE SCREW MDI 90M) STEEL3 5 31 9500 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W1 KEYED ESCUTCHEON TRIM 1 32 5/16'0 TO 1/2'0 x 1-3/4' HEX WASHER HEAD TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 4 33 MSDID061 HINGE REINFORCEMENT COVER 1.66' x 0.84' x 10.13' x 0.024' THK. COLD ROLLED STEEL 4 34 MSDIOO90 STRIKE PLATE REINFORCEMENT 1 38' w 6 50' x K COLD ROLLED STEEL 1 35 MS010006 2 PART ADHESIVE, REZ-CURE EPS82 BY INNOVATIVE RASIN SYSTEM, INC. MS010033 EPDXY RESIN 2 38 0T100B52 BUTTERFLY ANCHOR 1.SB' • 2.50' x 7.00' x 0.048' THK ICOLD ROLLED STEEL 4 37 SD100081 ANCHOR 0.95' x 2.05' x 7.00' x 0052' INK. COLD ROILED 4 38 1 4' w 3/4' HEX HEAD MACHINE BOLTS HH MB AND LOCK NUTS THRU FRAME CUPS STEEL 2 39 B x 3 S/2' NAILS STEEL B 40 3 B' . 6' WOOD HAG BOLT ISTEEL 4 E$ FLOOR BASE ANGLE DETAIL E aE614S 10 CUPSPOT 19, 20, 31 14 TO CYLINDRICAL LOCK SHOWN CORNER CONSIRUCAON D 24_j---- 4 22 SEE NOTE 2 E)aERI0S 1NTE810B JAMB EXTENSION ASSEMBLY DETAIL NOTES: 1) FOR ANCHDRM. KNOCK DOWN FRAME HEAD AMB TO FRAME H NNE JAMB AND FRAME STRIKE JA11 IBCA (.053' MDL) SI[Q MMCM USE (2 PER SIDE) 1/4' TO, 1/2' DIAMETER STEEL BOLT WITH MATING SELF LOCKING MR. BOLT TO BE OF SUFFICIENT LD CCH TO ACHIEVE 3-7HREADS MINIMUM 26 BEING NUT. LOCATE AND ANCHOR AS SMOIM IN CORNER CONSTRUCTION OCTAL NOTE 1 2) FOR MOORL40 JAMB 00DISION ASSEMBLY TO 16FA (D63' MIN.) STEEL FRAMING NICE AND SOW AM, USE (4 PER CHMREL) 012 DR LARGER DRILLING SUM OF MIFFICENR UNCM TO ACHIEVE 3 -THREADS MAMA BEYOND ANCHOR CHANNEL& LOCATE AND ANCHOR AS SHOWM N JAMB GODSON ASSEMBLY DETAIL 3) FOR AICIOI@ r FLOOR BASE ANGLE OF FRAME HINGE AND STRIKE JAMBS ONTO CONCRETE USE (2 PER JAI®) 3/8' TD 1/2' DIAMETER WEDGE BOLTS OF SUFFICIENT LENGTH TO ACHIEVE Y MUM 6 C®EDIENT INTO CONCRETE WHIN 4 1/2' MINIMUM EDGE OWANCE OR (2 PER SIDE) 5/10' TO 1/Y WAFTER HEX WASHER WASCREWS OFTAPCONSCROF SUFFICJUN NNULENGTH70ACHIEVE1-3/4' MM ED EIIEDMDfl OLID CONCRETE WITH 3-3/16' MHIMAI EDGE 06IANCE (ADD 100E HEEDED). LOCATE HAFRAMEAANCHOR AS SHORN N FLOOR 944 ANGLE DETAIL. 4) FOR ANICIENTLIOHING THRESHOLD ONTO CONCRETE USE 3/16' DIAMETER MT LEAD TAPCON SCREM5 WITH ETAIL SUFFLENGTH TO ACHIEVE A 1-3/4' MNWMBENEMBEDMENT INTO MHICONCRETEWITH2-5/6' MUM EDGE DISTANCE LOCATE ANCHORS AS 94M N ELEVATIONS AND INSTALLATION DETAILS. 5) INSTALLATION ANCIM AND HARDWARE 901L BE INSTALLED N ACCORDANCE WITH MANUFACMROFS INSTALLATION USMRUCTOHS AND SINLL MDT BE USED N SUBSTRATESSTRATES WITH SRRDNGLESS THAM THE MINIMUM STRENGTH SPECF4D BOM. Sv FRAMING: IIFA COSY MN.) COMCRETC MINIMUM COMPM35K SIRIMIN 3.192 PSL TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM FL #17900 UL Z • OZ ' W Q L n o OW "- jr 0 OS V n OQQoyA Odm dN0n 4= W;LL N LL Z." 4tE r IJU E7 Z.1 ECE g Q • Zig$ Qoj 1 U J¢Z LLI- n R 41 drawing no. 15-35L bio a .OYYM) NNII s ra N N 7.013' p v e 2.125' 531' 1/ 2V 3 7/0 3 1,18 r r 1 3/4 ti G to CA 21 1/2 e e I -.I 2 3/6 Ioh mmrata1/4Wr Q aft AAM adDJOM ASeimT 0 IOM rum N mom PIMA Mk Ionr FOR • 1/4 reMA YOItI to ,c y e 1 3/4 _"1 7 . MNI nrNr msr a nh wre Nue Jure nM 2.096= 531 u 1806* H 4 M 00 smm. M.. 0 oOo 10 0 0O- o o 1WpI21/64 f-1 0006 No nurt 4 5.75' GM Auurour TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM FL #17900 MLXM 1 k 6 s drorinq no. 15-35L 5 3/4' 1. 2. 14 2 1/8 I— 4 — 2 1/8 — WIDTH VARIES FROM 4 7/8' TO 12 1/4'. 5 3/4' FRAME SHOWN. 41,106E RMFORCDOM4) 7 11/16 4 35/ 64k7 20GA TOP CAP i — 27/64 s -- F 1 45/64 1 8G BOTTOM DOOR SKIN IOCN . 2 RE ANCEWN. 2 RT951ANCE WE DS EACIIDN YeE1D5 EACH END DOOR LEAF ASSEMBLY 8—,\ 2 4 43/64 7 r 2• MAX / 3/4• III 16GA DOOR CHANNEL 6 5/16 -- I-- 1SGA TOP DOOR SKIN TAMC 2• /III 3/4• J SPOT WELIX EACH SICNC EACH rg- WEIY 1-1/2• rRDII EDGE. SPAM 3' APART. 7/32 7/8 r 1 59/64 21 A_ T— I 3/4 9/16 J 17 11 FOAM CORE. DENSITY: 0.733 LB/FT' 35 ADNESNE APPLIED W CROSSED PATTERN PRIOR TO SPREADWI REZ CURE EPS82 PARI A t B APPLY PER UL SPEC. MIME / 1-1/1' WN. E0111 SIDES WIDTH VARIES FROM 4 7/8' TO 12 1/4', 4 7/8' FRAME SHOWN. DRYWALL FRAME WIRE AAICIIOR 10• YM4 MM Ma AIOYA NAY 100® Kim T[ Wan NY M OC13M WIRE ANCHOR WIDTH VARIES FROM 4 7/8' TO 12 1/4- 4 7/8' FRAME SHOWN. MASONRY FRAME mm. (OSRIaI MCHM 1®6ASim STY ANOM e OA mm OMLY mwfi WAST sm" oast - 2-1/r sno QuISII RRM-ar mu - 3.,w STY AT EVERT BIM CELL COMBINED ANCHOR IAGMIRr CDWSTRUMION 0 AT 24' O.C. WX P001 A PUM ANDI M Rao KITOO Aa SIW AIOaDaWIWI[ 0 MOTE• 411 mu 6 mmm 115mm NRNt SM ROMODa A MI=O a F_4 e.E To IMK mom an FL #17900 O O PIPE AND STRAP ANCHOR AT 24' O.C. MAX K*ZE)X= WSONW CON67RUCRDNBUTTERFLYANCHORAi24' OE NAIC TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM U Z ZZ H ^ 1S U •^ O ZZQ0< U JibwI—mn 6 droving no. 15-35L 0.105 1 5 3/4 JI 6063 ALUMINUM 41,106E RMFORCDOM4) 7 11/16 4 35/ 64k7 20GA TOP CAP i — 27/64 s -- F 1 45/64 1 8G BOTTOM DOOR SKIN IOCN . 2 RE ANCEWN. 2 RT951ANCE WE DS EACIIDN YeE1D5 EACH END DOOR LEAF ASSEMBLY 8—,\ 2 4 43/64 7 r 2• MAX / 3/4• III 16GA DOOR CHANNEL 6 5/16 -- I-- 1SGA TOP DOOR SKIN TAMC 2• /III 3/4• J SPOT WELIX EACH SICNCEACH rg- WEIY 1-1/2• rRDII EDGE. SPAM 3' APART. 7/32 7/8 r 1 59/64 21 A_ T— I 3/4 9/16 J 17 11 FOAM CORE. DENSITY: 0.733 LB/FT' 35 ADNESNE APPLIED W CROSSED PATTERN PRIOR TO SPREADWI REZ CURE EPS82 PARI A t B APPLY PER UL SPEC. MIME / 1-1/1' WN. E0111 SIDES WIDTH VARIES FROM 4 7/8' TO 12 1/4', 4 7/8' FRAME SHOWN. DRYWALL FRAME WIRE AAICIIOR 10• YM4 MM Ma AIOYA NAY 100® Kim T[ Wan NY M OC13M WIRE ANCHOR WIDTH VARIES FROM 4 7/8' TO 12 1/4- 4 7/8' FRAME SHOWN. MASONRY FRAME mm. (OSRIaI MCHM 1®6ASim STY ANOM e OA mm OMLY mwfi WAST sm" oast - 2-1/r sno QuISII RRM-ar mu - 3.,w STY AT EVERT BIM CELL COMBINED ANCHOR IAGMIRr CDWSTRUMION 0 AT 24' O.C. WX P001 A PUM ANDI M Rao KITOO Aa SIW AIOaDaWIWI[ 0 MOTE• 411 mu 6 mmm 115mm NRNt SM ROMODa A MI=O a F_4 e.E To IMK mom an FL #17900 O O PIPE AND STRAP ANCHOR AT 24' O.C. MAX K*ZE)X= WSONW CON67RUCRDNBUTTERFLYANCHORAi24' OE NAIC TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM U Z ZZ H ^ 1S U •^ O ZZQ0< U JibwI—mn 6 droving no. 15-35L IICity of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address ` C.O+ZaDN STREET 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.8oridabuildina.oro. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Descri tion Include decimal 1. Exterior Doors Swln in t L 1 Sliding Sectional Roll U ai 014 D~%1FrL 1 Automatic Other ; ,. w D 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 PERMIT # - 12 RI 19.5 OFFICE w: Right -Suite® Universal 2018 Load Summary Job: CO218092 wrightsoft Date: 02/27/2018 Office1 By. MKC IHR Consultants PERMIT # /F- /2 // 312 Forest Ave. Altomonte Springs, Fl - For: Gordon Gordon St, ddQ Sanford, FL 32771 OFFICE30 Zone: Officel COOLING LOAD I. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Aug 1700 LDT Inside: 75 OF Outside: 93 OF TD: 18 OF RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH CLASS 3575 3. TRANSMISSION GAINS Sensible 2564 Walls: 1056 Glass: 619 Doors: 228 Partitions: 0 Floors: 0 Ceilings: 662 4. INTERNAL HEAT GAIN Sensible Latent 4524 1100 Occupants: 950 800 Lights: 1527 Motors: 0 Appliances: 2047 300 5. INFILTRATION: Outside air cfm: 34 670 1012 6. SUBTOTAL: Space load Sensible Latent 11334 2112 Envelope 11334 2112 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1367 8. SUBTOTAL: Space load + supply duct 12701 Actual cfm: 701 at supply TD: 20 9. VENTILATION: Make-up air cfm: 51 1010 1524 10. RETURN AIR LOAD: Lighting + plenum (net) 0 I t. RETURN DUCT 712 12. TOTAL LOADS ON EQUIPMENT 14423 4282 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 7156 Walls: 2316 Glass: 1652 Doors: 287 Partitions: 0 Floors: 1869 Ceilings: 1032 15. INFILTRATION: Outside air cfm: 65 2806 16. SUBTOTAL: Space load 9962 Envelope 9962 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 1317 18. VENTILATION: Makeup air cfm: 51 2191 19. HUMIDIFICATION 1828 Piping 0 20. RETURN DUCT 460 21. TOTAL HEATING LOAD ON EQUIPMENT 15757 2018 -Mar -05 13:49:49wrigFotTt- Right -Suite® Universal 2018 18.0.10 RSU07440 Page 4 File%CO218D93 - Gordon St. Bldg B%CO218093.rup Calc = M1,15 Front Door faces: E r wrightsoft` Right -Suite® Universal 2018 Load Summary Job: CO218092 Office2 Byte: 02127/2018 JHR Consultants 312 Forest Ave, Altomonte Springs, FL For: Gordon St. Bldg B 400 Gordon St, Bldg B, Sanford, FL 32771 Zone: Office2 COOLING LOAD' 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Aug 1700 LDT Inside: 75 °F Outside: 93 °F TD: 18 °F RK 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3740 3. TRANSMISSION GAINS Sensible 2602 Walls: 919 Glass: 787 Doors: 228 Partitions: 0 Floors: 0 Ceilings: 669 4. INTERNAL HEAT GAIN Sensible Latent 4422 1100 Occupants: 950 800 Lights: 1527 Motors: 0 Appliances: 1945 300 5. INFILTRATION: Outside air cfm: 34 675 1019 6. SUBTOTAL: Space load Sensible Latent 11439 2119 Envelope 11439 2119 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1365 8. SUBTOTAL: Space load + supply duct 12804 Actual cfm: 702 at supply TD: 20 9. VENTILATION: Make-up air cfm: 51 1016 1534 10. RETURNAIR LOAD: Lighting + plenum (net) 0 L RETURN DUCT 726 12. TOTAL LOADS ON EQUIPMENT 14546 4301 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 °F Outside: 41 °F TD: 39 °F 14. TRANSMISSION LOSSES 7545 Walls: 2275 Glass: 2059 Doors: 287 Partitions: 0 Floors: 1882 Ceilings: 1042 15. INFILTRATION: Outside air cfm: 66 2825 16. SUBTOTAL: Space load 10370 Envelope 10370 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 1316 18. VENTILATION: Make-up air cfm: 51 2205 19. HUMIDIFICATION 1840 Piping 0 20. RETURN DUCT 470 21. TOTAL HEATING LOAD ON EQUIPMENT 16199 wriightsoft- Right -Suite® Universal 2018 18 0.10 RSU07440 File%CO218093 - Gordon St. Bldg B\CO218093.rup Calc = MN5 Front Door faces: E 2018 -Mar -05 13:49:49 Page 5 Right -Suite® Universal 2018 Load Summary Job: CO218092 wrightsoft` Date: 02/27/2018 Offit:0 By: MKC JHR Consultants 312 Forest Ave. Altomonte Springs, FL 13. For: Gordon St. Bldg B Mult: 1.0 Inside: 80 OF Outside: 41 OF 400 Gordon St, Bldg B, Sanford, FL 32771 14. TRANSMISSION LOSSES Zone: "•Office3 COOLING LOAD Walls: 1555 I. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Jul 1600 LDT Doors: 575 Inside: 75 OF Outside: 93 OF TD: 18 OF Partitions: 0 RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Ceilings: 415 Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 164 3. TRANSMISSION GAINS Sensible 1649 Walls: 759 Less transfer 0 Glass: 169 Doors: 455 18. Partitions: 0 HUMIDIFICATION Floors: 0 0 Ceilings: 266 4. INTERNAL HEAT GAIN Sensible Latent 1982 200 Occupants: 238 200 Lights: 1273 - Motors: 0 - Appliances: 472 0 5. INFILTRATION: Outside air cfm: 20 402 607 6. SUBTOTAL: Space load Sensible Latent 5110 961 Envelope 4198 807 Less external 0 - Redistribution 912 154 7. SUPPLY DUCT 908 8. SUBTOTAL: Space load + supply duct 6017 Actual cfm: 383 at supply TD: 20 9. VENTILATION: Make-up air cfm: 17 346 522 10: RETURNAIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 433 12. TOTAL LOADS ON EQUIPMENT 6796 1827 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 4073 Walls: 1555 Glass: 407 Doors: 575 Partitions: 0 Floors: 1121 Ceilings: 415 15. INFILTRATION: Outside air cfm: 39 1683 16. SUBTOTAL: Space load 7383 Envelope 5756 Less external 0 Less transfer 0 Redistribution 1627 17. SUPPLY DUCT: 888 18. VENTILATION: Make-up air cfm: 17 750 19. HUMIDIFICATION 890 Piping 0 20. RETURN DUCT 286 21. TOTAL HEATING LOAD ON EQUIPMENT 10198 Flo 2018 -Mar -05 13 49 49 Wrights ' PageRigAl-Suite® Universal 2018 18.0.10 RSU07440 e 8 File%CO218093 - Gordon St. Bldg 8=218093.rup Calc = MN5 Front Door faces: E Right -Suite® Universal 2018 Load Summary Job: 00218092 wrightsoft RRA Date: MKC12018 BY: JHR Consultants 312 Forest Ave. Altomonte Springs, FL For: Gordon St. Bldg B 400 Gordon St, Bldg B, Sanford, FL 32771 Zone: RR:1f r', .,t' _ COMING -LOAD 1. DESIGN CONDITIONS at Aug 1700 LDT Inside: 75 OF Outside: 93 OF RK 46 % MoistDiff: 44.0 gr/Ib 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible Mult: Walls: 244 14. Glass: 0 Walls: Doors: 0 Glass: Partitions: 0 Latent Floors: 0 0 Ceilings: 81 4. INTERNAL HEAT GAIN Sensible 0 Occupants: 0 Latent Lights: 298 0 Motors: 0 0 Appliances: 0 5. INFILTRATION: Outside air cfm: 6. SUBTOTAL: Space load Sensible Envelope 624 Less external 0 0 Redistribution 0 7. SUPPLY DUCT 39 8. SUBTOTAL: Space load + supply duct 79 Actual cfm: 39 at supply TD: 9. VENTILATION: Make-up air cfm: 10. RETURNAIR LOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT tea•'. . , . Peak load at Aug 1700 LDT TD: 18 OF Mult Mult: 1.0 Ins.wb 63 OF 14. Sensible Latent Walls: 0 Glass: 325 Latent 298 0 0 0 0 0 0 Latent 624 0 0 0 Less external 75 Less transfer 699 20 0 0 0 VENTILATION: 0 HUMIDIFICATION 39 Piping 738 79 HEATING LOAD 13. DESIGN CONDITIONS Mult Inside: 80 OF Outside: 41 OF TD: 14. TRANSMISSION LOSSES Walls: 529 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 127 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 656 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 18. VENTILATION: Make-up air cfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT wrFg tsoft' Right -Suite® Universal 2018 18.0 10 RSU07440 File\CO218093 - Gordon St. Bldg B%CO218093.rup Calc = MN5 Front Door faces: E 0 5, 1.0 39 OF 656 0 656 87 0 0 0 30 773 2018 -Mar -05 13:49:49 Page 7 Right -Suite® Universal 2018 Load Summary Job: CO218092 wrightsoft RR2 Date: 02/2712018 By: JHR Consultants 312 Forest lye. Ntomonle Springs. FL For: Gordon St. Bldg B 400 Gordon St, Bldg B, Sanford, FL 32771 Zone: RR2 COOLING LOAD 1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Auq 1600 LDTInside: 75 OF Outside: 93 OF TD: 18 F RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 325 Walls: 244 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 81 4. INTERNAL HEAT GAIN Sensible Latent 298 0 Occupants: 0 0 Lights: 298 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 624 0 Envelope 624 0 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 74 8. SUBTOTAL: Space load + supply duct 698 Actual cfm: 38 at supply TD: 20 9. VENTILATION: Make-up air cfm: 4 75 114 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 40 12. TOTAL LOADS ON EQUIPMENT 813 193 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 80 OF Outside: 41 OF TD: 39 OF 14. TRANSMISSION LOSSES 656 Walls: 529 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 127 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 656 Envelope 656 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 83 18. VENTILATION: Make-up air cfm: 4 164 19. HUMIDIFICATION 60 Piping 0 20. RETURN DUCT 30 21. TOTAL HEATING LOAD ON EQUIPMENT 993 wrGg htsolTt' Rigftt•Suile® Universal 2018 18.0.10 RSU07440 FileNCO218093 - Gordon Sl. Bldg B%CO218093.rup Calc = MN5 Front Door faces: E 2018 -Mar -05 13:49 49 Page 8 wrightsoft` Right -Suite® Universal 2018 Load Summary Job: CO218092 RR3 Byte: 02127/2018 JHR Consultants 312 Forest Ave, Altomonte Springs, Fl- o • • For: Gordon St. Bldg B 400 Gordon St, Bldg B, Sanford, FL 32771 Zone- OR3; COOLING LOAD' ' 1. DESIGN CONDITIONS at Aug 1700 LDT Inside: 75 OF Outside: 93 OF RH: 46 % MoistDiff: 44.0 gr/Ib 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible 1.0 Ins.wb Walls: 434 14. Glass: 0 512 Doors: 0 0 Partitions: 0 Floors: 0 Latent Ceilings: 78 4. INTERNAL HEAT GAIN Sensible Ceilings: Occupants: 0 0 Lights: 298 0 Motors: 0 0 Appliances: , 0 5. INFILTRATION: Outside air cfm: 6. SUBTOTAL: Space load Sensible Envelope 912 17. Less external 0 18. Redistribution 912 7. SUPPLY DUCT 8. SUBTOTAL: Space load + supply duct 20. Actual cfm: 0 at supply TD: 9. VENTILATION: Make-up air cfm: 10. RETURNAIR LOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jan 0100 LST TD: 18 OF Mult: 1.0 Ins.wb Inside: 80 OF Sensible 14. 0 512 Latent 298 0 0 5 102 Latent 0 154 154 Ceilings: 0 15. 0 20 0 0 0 1627 0 Less external 0 HEATING -L=OAD 13. DESIGN CONDITIONS Mult: Inside: 80 OF Outside: 41 OF TD: 14. TRANSMISSION LOSSES Walls: 796 Glass: 0 Doors: 0 Partitions: 0 Floors: 284 Ceilings: 122 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load Envelope 1627 Less external 0 Less transfer 0 Redistribution 1627 17. SUPPLY DUCT: 18. VENTILATION: Make-up air cfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT 10 C, 63 OF Latent 0 154 0 0 101 1201 426 0 0 0 156 0 0 156 wrightsoft' 2018 -Mar -0513.49:49 Right -Supe® Universal 2018 18.0.10 RSU07440 Page 9 FileXCO218093 - Gordon St. Bldg B%CO218093.rup Calc = M1,15 Front Door faces E 1.0 39 OF 1201 426 0 0 0 156 0 0 156 wrightsoft' 2018 -Mar -0513.49:49 Right -Supe® Universal 2018 18.0.10 RSU07440 Page 9 FileXCO218093 - Gordon St. Bldg B%CO218093.rup Calc = M1,15 Front Door faces E GENERAL NDTES: 1. THIS PNOOUR HAS 0¢M TESTED. RACY= APPROVED FOR OESINM PRISSUREt 001 TO EXCEED THOSE 910FN N INE ALLNUBLL W-90 PRESSURE IARE(S)'. I OP01110M NICIOV6 A RWOR• FASIFTM MUST M PROPERLY WMIED A INSTALLED TO TRANSFER UM IMIS TO THE STRUCTURE 3. ALL HAIMURE A FASTENERS SHALL BE N ACCORDANCE WITH TAME ORAM M A SMALL NO VARY UNLESS SFUnCALLY MENTIONED ON THE ORAWNLS SPECIFIED ANCHOR EMBED TO BASE MATERIAL MI LL BE BEYOND WALL FORSII OR STu00D. 4. 7159 PRODUCT HAS BEEN DESIGNED N ACCORDANCE WIN AND MEETS 11E RECKBRE ENIS OF THE FLORIDA BU1U= COOS (TBC) INGlIONG MCN V[1OC11Y IORUIFiN[ 20NES ((11NN11QQ)),, R TI O PBY COSI a NON-OgMCf RAZED A IAIST BE 9HIJIlEIED TNM A PLDRIDA CODE APPROVED 9MIEA 1mERE L ALL BY CODE. 0. ALL AA9101a SECURING PROOIA:f FRAMES 10 PRESSURE TREATED BIIIXS OR MOOD FRAYRIC SHALL DE CAPABLE OF RESLSNG CORROMM TAU!" RY THE PRESS RE TREATING N1aurALS N THE WOOD. 7. DETERMINE THE POSITIVE A NEGATM. DESIGN t0A05 TO USE WHEN REiFRENCND MESE OOCUMEMS N ACCORDANCE WITH THE COVFANNG CODE AND GOVUNIS WDND VCLOM. FOR MND LOAD CALLTRATIONS N ACCORDANCE WIN TE FLORIDA BUILDING COOL A NROCRNWM FACTOR OF XIF s OAS MAY DE APPLIED PER THE /SCE -7 STANDARD. B. MATERIALS. MIMIC. BUT MOT LOURED 10 STEEL SCiEM, THAT COME IRO CONTACT MATH ODEA DISSWLAR MATERIALS 9tA L MEET THE REEDULADIEOS OF FLOM BIRONG COOS. 0. TO THE REST OF OUR IOMICI , THE PRODUCT SMW FICTION 6 QUALITY ASSUMED BT A FLORIDA SURE APPROVED CLRIUYA11010/11A DAIRY A SHALL CE LABELED N ACCORDANCE WITH THE FDC AND THE FLORIDA DEPARTMENT Or OUSIMM A PRO ESSION& REINWibH SPLQOCAIbNS HESE 01114111243 9100 ALL APPLICABLE ELEVAMK COVII)MON, INSTALLATION A WISPAIUTM ANAALV56 CONNIRYS AS DETERMINED UMM TE51016 A ENONEERNG RATIIILLL ANN.VM PRODUCT ASSEMBLY SHALL BE IN AOCORMNCE WITH TNLSE DRAWINGS, THE MANWACTUIM GLUM ASSURANCE SPCCIFX1TbF6 A TESTING REPORTS 10. CERTIFICATION OF THIS PRO" SHALL 0E CONSIDERED VOD W It 6 INSTALLED WMIDUT A RUM PEW FROM TAE APPLICABLE LOCAL RIRONC DEPARTMENT! 00 W R 6 INSTALLED WF ANNE OTHER IRAN A UCDm COMM%'= DO[RIDED WITH NSTNUTgt6 OF THIS ItPE OF PRODUCT. FRAME ANCHOR REQUIREMENTS TABLE FRAME & SILL ANCHORS SEE LOAD TABLES ON SHEET S OPENING TYPE JAMB TO OPENING MINIMUM SUBSTRATE) FASTENER TYPE EMBED MINIMUM EDGE DIST. 141N. 2X_ WOOD FRAME OR BUCK WN. GR. 3 & G-0.55) N0. 12 SNS SCREW 13/B' 3/4' MIN. 16 CA. 33 KS METAL STUD 1/4-20 SEL' TAPPING SCREW FULL 1 ' 1/4-20 SEL' TAPPING SCREW ORMIN. 1/B' TW Alb STEER 1/4' THRU-BOLT Fl UL 1n. p1C-90 CMU T1 1 4- CONCRETE SCREW 1 1/4' 2 1/2- 3000 PSI CONCRETE I'1 1/4- CONCRETE SCREW 1 3/4- 1 2 1/2- I1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.). ELCO CREIE-FLEX (S.S.). ITW RANSET/RED HEAD TAPCONS S. OR S.S.) OR HILTI NNAK-CON II (C.S OR S.S.). A CMU K APPLICABLE AT SIDES ONLY. CORNER & FRAME END CONSTRUCTION: FRAAF HEAD / WXFN HEAD 6 SQUARE CIT. BUIIED M SBL FASISH D WITH 4 N0. 12 X 1' 1/B' PPHFT TWE AS FASID10a THROUGH THE SOLE MEMBER IND THE HEAD MEMBER SCREM SPUMES A SEALED WM SILlDONL Ni16 4V I CORKER, STILL 6 SCARE 00. BURIED TO SIDE, rASRNED 1!1111 2 0D 12 X 1 1/6' PP10•11K AD rASID1EIS 1HROIIQH THE SIDE MEMBER MD THE SOL MEMBER SERER SANS A SCALED WITH SWOONL NORRdltA IRAUF It= MWLtI 6 SOIMRI CUT, OU11ED TD SOL FAMED WIM 2 N0. 12 X 1 1/6' PRAT TWE AD FASTENERS TNOUGH THE SIDE MOM 100 THE MULUDN MOM SCREW SPITES A STETTED 111111 SOICONL DDDR TIIAIMMI Halloo IVR SEE V0104 EI/6. E2/6 A WIL ODOR - FRAMF LYIRNERO SEE SECTIONS tl/4 L2/6 A U/0. ODOR erg CMINIIFB• "UHTT1D 1DLS SOMAS CN. BINNED TO THE 9DL SFCRED TO DTE SIDE YEY UC0ID16476A01ASSEMBLYORSMELL A SEALED WTH CnKM. DOOR PANEL TDP RAO EARNERS• AT EACH TOP CORNER. THE TOP RAL EID 6 SOIWRE CUR. BUTTED. AND ATTAOED TO THE vOH1CAL STILL DY MEANS OF A 1.094' LONG WELD GID (HAIINEER PMT 0200-450. 0200-462. OR J200-433} EACH W]D CIO 6 ATTACHED TO THE VERTICAL SAIL 161116, 100(2) 1/4-20 X 3/4' 1" THAT PASSER THFIOUGH TE DOOR SRE AMD AM THREADED NO 3/1C TOCK SIM NUI PLATES. TUE 1NIEASECIION OF EACH MRNER JOINT HAS WELDED USOX: OWI). 1/2- OVIACCII PWF WED AND ONE(1). 1/4• X 1 I/6' FILLET MED THAT ARE APPLIED 10 GOBI WEBS Nr ilE ttHP RAL DeDR PAun AATuo,l RAX [ORNIW4 AT EACH 007109 CORNEA. THE BOTTOM RAR. DID 6 SOLNRE CUT. BUIIM AND AITAO® TO THE VERTICAL STEL Or MEAS OF A I1194' LONG WELD CLIP (KAMNEM PART 0200-4S1 OR 0700-4591 LACH WED CLIP 6 ATTACHED 10 THE VEXICAL SNL URIVG 100(2) 1/4-20 X 3/4- PALMS THAT PASSED 11010UGH THE DOOR SIRE AND ME 1HRFAOED INTO 3/16' TIMI STEEL Nut PLACES THE INTERSECTION OF EACH CORER JOINT MAS WEEDED USING NE(1). 1/2* DIAMETER PLUG TEED AND ONE(1), 1/4' X 1 1/8' FILLET WEED THAT ARE APPLIED 10 BOM NCO6 Or EHE tOP RAt LL LL 0 tL ..r7. Z SEE MULLION END CONNECTION m w alm— I DETAILS ON SHEET 2 FOR rAFi7.a-nj.=— AX. I Or ON ANCHOR OUANIITY OPTIONS A" 2' OR 52 1/2- M 52 1/2- MAX. - 52 1/2- MAX. 4 1/2' 6' MAX. 20* AX 2- OR 4 1/2- 2. OR 4 1/2- 6' MAX l— 6T 6 3' LINO I I I ft G1 W 2 I 6772 I / x si 18- MAX. o MULLION LOAD WIDTH MULLION LOAD WIDTHJ O.C. AT FIXED (MAX. 577 (MAX. 577 PANEL SIDES WINDOW WINDOW WINDOW o CENTERUNE CENTERLINE CENTERLINE n to SEE MULLION AUX. D.L.O. CONNECTION TYp,) DETAILS ON SHEEOPTIONSr6-X7 OUANT Y FOR iA O 2 - OR 4 1/2' 0 1 1111 1111 I `1111 11111 I ILII ILII 20' O.C. MAX. TYP. FRAME ANCHOR EXTERIOR ELEVATION WHERE SHOWN. SEETRAMULTIPLE FIXED PANEL STORE FRONT ASSEMBLY REQUIREMENTS ANCHOR SCALE: 1/2'--1'-0' THIS SHEE F TABLE' ON HORIZONTAL STACIONG & OVERALL UNIWIDTH IS UNLIMITED. NUMBER OF VERTICALTHISSHEETFOR PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. REQUIREMENTS. `````,IL a AAAA,• ALLOWABLE DESIGN PRESSURE . P ...... N/ •. EVALUATION OF THIS PROCIAM a BASED ON APPIUCAMIE STARD1RDS AND/OR SEE LOAD TABLES ON SHEET S Q'4J•'•Ln •~-Sft ' INFORMATION A RIMES FROM AF4UGRIF IIST REPORTS, THE IIODDA IRHInA'G CODE AER9Dn COMM WM 116 d LN. LVALIAIL4N WAS THAT N RNKF. AT 11E EINE Olt N T Q ITE OVER THAT HER OR ADDITIONAL IESRHG COLRaL7[D N H SPRmuCF PRIOR TD S19" CODE COMPLAHYE 111114 THE STATE. 1HEAHUFACMMRFL SMALL S Vi7j ;. p H 4 OYl CDVRRII 111111 THE EVALIWIDN DKINEEL OF RECORD logy MR1T1W6 SPCCF FIRE -N 6 CUSEM MIIR ALL CUWENT IESWMO. CODES "AVRX•A9LE A•.,Ziy 4y s1ANDANOL 6 ..... `. bb »..QPO A. ItitlittleM11 10%v OP I 2' 06' MAX. WITH TRANSOM MULLION PART /7 OR 8 OR 52 1/2' MAX. 52 1/2' MAX. 84' MAX WITH TRANSOM MULLION PART /5 OR 6 2' 4 1/2' (SEE TRANSOM MULLION END NOTE BELOW) SEE MULLION END 2' OR 4 1/2' 2' OR 4 1/2' __ 6' yAx. CONNECTION DETAILS ON 16' MNf. THIS SHEET FOR ANCHOR 20' MAX. O.C. AT DOOR OUAWTIIY OPTIONS-----,,. O.C. I TRANSOM 6 6 6' MAX. DOOR J — 7 CENTERLINE 2' TO 3' orvN 71 tE 9 8 16' MAX. FOR DOOR SIZE PRESSURE & \ 2 O.C. AT c 52.1/2' D.L.O. / INFORMATION NOT SHOWN, SEE N pES 6 (•) I DOOR ELEVATIONS ON SHEET 5 g MULLION LOAD WIDTH Mull N LOADWIDTH MAX 577 (MAX. 767_ 66 6 68 / , n 69 0 1 / m WINDOW WINDOW Ooc CE i NE CENTERUNE on - I66 6' MAX. 20' D.C.} YAX. 6' MAX. -- — 2 SEE MULLION END CONNECTIONFRAME ANCHOR WHERE SHOWN. DETAILS ON THIS SHEET FOR ANCHOR SEETYP. ' FRAME ANCHOR REOUIREMENTS IQUANTITYOPTIONSTABLE' ON SHEET 1 FOR EXTERIOR ELEVATION REQUIREMENIS. TRANSOM STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (NOTE DOOR SILL ANCHORS INCLUDE WHENHEN TRANSOM LIEN NOTE MULLION PART 05 SCALE: 1/2'-1'-0' 9. TOTAL AT DOUBLE DOORS & 3 W OR 6 IS USED. MULLION SPAN IS NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. TOTAL AT SINGLE DOORS AS SHOWN.) LIMITED TO MAX. 84'. WHEN 2) DOORS MAY BE SINGLE OR DOME DOORS. THREE(3) 3/8' WEDGE/SLEEVE— TRANSOM MULLION PART 17 OR 8 ANCHORS WITH MIN. 2 1/2' EMBED IS USED, MULLION SPAN MAY BE ALLOWABLE DESIGN PRESSURE AND 2 1/2' EDGE DISTANCE UP TO MAX. 96'. SEE PARTS (GALVANIZED STEEL OR S.S. DRAWINGS FOR MULLION Pum• SEE LOAD TABLES ON SHEET 5 RAMSET/RED HEAD OYNAROLT. HILTI KWIK-BOLT 3 OR POWERS RAWL NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION POWER BOLT) RESISTANCE 5 REOUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FDC. 4_TT_ 2' 2' MULLION END CONNECTION DETAIL CONNECTION TYPE 'A') 2 ANCHORS EACH SIDE OF MULLION) MULLION END CONNECTION2DETAIL CONNECTION TYPE `B") 3 ANCIIORS EACH SIDE OF MULLION) 2' 2' MULLION END CONNECTION DETAIL CONNECTION TYPE 'C") 4 ANCHORS EACH SIDE OF MULLION) 4.5' g \ 5• —i 5' MAX i— DOOR JAMB/MULLIONS L SILL MULLION END CONNECTION DETAIL LAT DOOR SIDE JAMB -MULLION) NOTE THIS MULLION END CONNECTION IS EQUIVALENT IN PRESSURE CAPACITY TO CONNECTION TYPE C'. SILL 9r.g a ENa t n O Z OF 2' OR 52 1/2' MAX. — 4 1/2SEE MULLION END CONNECTION DEVILS ON SHEET 2 FOR ANCHOR QUANTITY 0Pf10NS--\ 52 1/2' MAX. D.L.O. _ TyP-) C1 G2 I 1 6 I 52 1/2' MAX. 2' or 4 1/2' 20' MAX. L_ O.C. I 96' MAX. 2' 2 DOOR6' MAX. CENTERUNE 6 8 1 16' O.0 MAX.. B I- 6' MAX. I /-Y// I I P N1 9 gIV 16' MAX. S 67 68 2 O.C. AT 0 71 g DOOR oc SISMMs SIDES 9 SEE E294j 1I I 6' MAX. J 20' O.C. f, 6' MAX. 1 MAX. fu17_2 SEE MULLION END CONNECTIDN IYP. FRAME ANCHOR WHERE SHOWN. DETAILS ON SHEET 2 FOR ANCHOR SEE 'FRAME ANCHOR REQUIREMENTS QUANTITY OPTIONS TABLE' ON SHEEP 1 FOR REQUIREMENTS. EXTERIOR ELEVATION (NOTE DOOR SILL ANCHORS INCLUDE STORE FRONT ASSEMBLY WITH DOORS k NO TRANSOM 9 TOTAL AT DOUBLE DOORS & 3 SCALE: 1/2•-1'-0' TOTAL AT SINGLE DOORS AS SHOWN.) NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. 2) DOORS MAY DE SINGLE OR DOUBLE DOORS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 NOME THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTAINCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSIALLED IN NON -HABITABLE AREAS WHERE TIIE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE-OY THE OVERHANG(OH) RATIO IS EQUAL 70 OR MORE THAN 1.0 PER FBC. 1w Q41 a 01 Z: II MULLION LOAD MAX, MOTH s70 t WINDOW WINDOW CENTERLINE CENTERUNE 96' MAX. 2' 2 DOOR6' MAX. CENTERUNE 6 8 1 16' O.0 MAX.. B I- 6' MAX. I /-Y// I I P N1 9 gIV 16' MAX. S 67 68 2 O.C. AT 0 71 g DOOR oc SISMMs SIDES 9 SEE E294j 1I I 6' MAX. J 20' O.C. f, 6' MAX. 1 MAX. fu17_2 SEE MULLION END CONNECTIDN IYP. FRAME ANCHOR WHERE SHOWN. DETAILS ON SHEET 2 FOR ANCHOR SEE 'FRAME ANCHOR REQUIREMENTS QUANTITY OPTIONS TABLE' ON SHEEP 1 FOR REQUIREMENTS. EXTERIOR ELEVATION (NOTE DOOR SILL ANCHORS INCLUDE STORE FRONT ASSEMBLY WITH DOORS k NO TRANSOM 9 TOTAL AT DOUBLE DOORS & 3 SCALE: 1/2•-1'-0' TOTAL AT SINGLE DOORS AS SHOWN.) NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. 2) DOORS MAY DE SINGLE OR DOUBLE DOORS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 NOME THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTAINCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSIALLED IN NON -HABITABLE AREAS WHERE TIIE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE-OY THE OVERHANG(OH) RATIO IS EQUAL 70 OR MORE THAN 1.0 PER FBC. 1w Q41 a 01 Z: Zyy 3 or 48 1/16• MAX. WITH WIDE vsI ..s STILES & RAILS.-+• ' rn+n+ 36 1/16' MAX. WITH 96MAX. WITH WIDE STILES & RAILS. NARROW STILES & RAILS 3 72' MAX. WITH NARROW STILES & RAILS om 1 L2 6 HIEIanrE 6' MAX. 8 '- 6' MAX. L1 e® 16• MAX. l 16' MAX. 8 B r O.C. I O.C. g 6' MAX. 6• ma 01 N1 P N1 8 b 8 9 g 16' MAX. -v u, g \ 8 16' MAX. I3 o; 2 666 6R O.0 AT ccs O.C. AT 69 0 71 r DOOR n c a10 ISI N 8 SIDES o ,a o 9 SIDES o W J 9 Icor ssttuc 9 9 Q 37 3/40 UA1c. ci N9F^ Fn D.L.O. WITH WIDE u i • . . _ STILES & RAILS43 c c 2' 666768 MAX sock! TYP. FRAME ANCHOR j' .v z TYP. FRAME ANCHOR Qi 3) 3 4 MAX. 28 1/2' MAX. WHERE SHOWN. SEE 1 °D n 69 0 71 WHERE SHOWN. SEE D.L.O. WITH = a 28 1/2' MAX. oio. D.L.O. WITH WIDE 'FRAME ANCIIOR *FRAME ANCHOR STILES & RAILS NARROW REQUIREMENTS TABLE" D.LO. WITH At, STILES & RAILS ON SHEET 1 FOR NARROW ON SHEET REQUIREMENTS OND• ~ zREOUIREMENTS. M STILES & RAILS REOUIREMDITS. S NOTE: DOOR SILL 8 / (NOTEDOOR SILL g ANCHORS INCLUDE ANCHORS INCLUDE 9 Y 6. MAX. 9 TOTAL AT DOUBLE 8•OTAL AT DOUBLE DOORS DOORS & 3 TOTAL MAX.' & 3 TOTAL AT SINGLE AT SINGLE DOORS - DOORS AS SHOWY.) v c40- 2• 6' MAX. —j AS SHOWN.) 6' MAX I z a ERIOR ELEVATION Z b{ eiXTE DOUBLE DOOR ASSEMBLY EXTERIOR ELEVATION d„ SINGLE DOOR ASSEMBLY scuE: ,/2•=r-o' sca.E: 1/2•=1'-0' 2 ALLOWABLE PRESSURE _ +/-65 PSFI JALLOWABLE PRESSURE _ +/-65 PSF r38x 3'e MM' THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN ,1LTITTTJ a NON-HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WAT17t o v INFILTRATION OR THE UNITS ARE PLSTAIJ.ED AT LOCA71ONS PROTECTED BY A CANOPY OR OVERHANG WHERE-BY THE OVMIANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. Q i°•tn '•~'•+ y N co 6 ti 41 ti 1 1 PPo,• r, 14441 w E. 4 - 11 MULLIONLOAD TABLE VERTICIL MULLION LOAD TABLE VERTICAL MULLEIN LOAD TABLE VERTICAL MULLION LOAD TABLE MULLION A,)(MULLION 'B (MULLION 'C) (MULLION b7 INFORM FIXED PANEL FIXED PANEL VERTICAL MULLION DOOR JAMB VERTICAL MULLION DOOR JAMB VERTICAL MULLION VERTICAL MULLION 11 REINFORCED WITH SINGLE CHANNEL 11 REINFORCED WITH SINGLE CHANNEL REINFORCED WITH TWO CHANNELS 00 45 53.1 1 611.1 ou 39 613 6511 ao y 630 660 650 57 45.2 59.1 51.1 60 51 503 6510 651 43 S73 filo 650 39 610 650 650 57 466 65.0 GSA 74 st 54.6 SSA 650 43 612 610 GSA 57 512 6SA 65A Y sl 593 65.0 610 43 SSD 63.0 6s0 62 57 563 610 65A sl 610 610 6510 36 57 642 SSA 610 MULLION A' = VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT B' - VERTICAL MUWON BETWEEN FIXED PANELS ONE(1) CONTINUOUS STEEL CWWNEL FOR REINFORCEMENT MULLION 'C' = VERTICAL MULLION BETWEEN DOORS AND FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT. MULLION '0' = VERTICAL MULLION BETWEEN DOORS AND FIXED PANLES WITH TWO(2) CONTINUOUS STEEL CHANNELS FOR REINFORCEMENT. LOAD TARLE NOTES' 1. IHE LESSER OF THE LOADS DETERMINED FROM THE MULLION LOAD TABLES AND THE GLASS LDAO TABLE SHALL74 CONTROL FOR THE ASSEMBLED UNIT. 2. ALL LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTED BY TESTING AND THE CURRENT ASTM E1300 STANDARD. 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN DETERMINED BASED ON THE WEAKEST CONDITION OF USING THE 1 3/4' WIDE FRAMING MEMBERS. IT IS POSSIBLE THAT TILE ALLOWABLE LOADS MAY INCREASE WITH USE OF THE 4 1/2' WADE FRAMING MEMBERS. BUT CONSIDERATION OF THIS INCREASE IS NOT APPLICABLE TO THIS APPROVAL INCREASE IN MUWON LOADS DUE TO USE OF THE 4 1/2' FRAMING SHALL BE REVIEWED MID CERTIFIED BY A FLORIDA ENGINEER UNDER A JOB SPECIFIC APPROVAL.TsA 1233 1 1 120 106 x 00 x ss 43 36 3 I7 21 57 sl 45 x 33 27 21 G7 51 45 39 33 27 57 Si 45 39 33 27 57 51 45 x 33 57 sl 4s 39 57 11 45 30 37 51 45 57 s1 s7 37.1 422 sot 612 1 610 30.1 317 301 44.1 521 632 650 US 37.4 424 40A 173 6310 26.0 4u 466 3410 616 AD 421 474 513 61.5 452 503 57.5 65.6 466 542 6110 filo 1 512 S" 1 615 50.3 ea"65.0 64.6 SSA 610 610 SSA 63A 6110 650 SSA 6S.0 650 650 610 65.0 650 650 6510 6510 610 610 65.0 6510 650 0&0eS0 6510 6510 650 610 61O all 6510 634 650 5110 6510 651 65.0 a" 650 6.510 65A 6" sso I SSO 1 SSA fisA 610 GSO 650 650 OSA 610 810 050 650 650 610 650 610 65.0 0 610 6510 610 650 650 6.510 MO aso 65.0 63.0 6510 650 1631 1 050 1 651 65.0 05.0 85.0 610 6.510 ao 60 no sso 60 M 82 74 ell 62 56 66 1 Go 54 45 42 x 30 76 72 K 80 54 46 42 x 70 1 72 6G 60 x 46 42 36 57 s1 41 3.3 57 s1 45 57 sl 57 31.6 351 360 430 50.1 38.4 65.0 31.5 333 363 40A 44.4 SOA 37.1 LSA 311 341 46.6 542 61.0 A 512 563 A 363 UA 642 63101 A 650 650 A G6.0 SSA 642 7510 650 650 650 650 6310 650 6510 1 65A 50 6510 650 611) 610 610 w 6110 ASA 610 6310 vual 650 650 6510 650 650 640 650 610 610 650 610 6510 filo 610 6510 650 6510 6S.0 610 6510 6516 D 6110 6510 610 A A 610 610 65.0 610 650 123.5 66 233 511 511 60 272 $7.1 60A S4 30.6 633 63.0 40 342 6510 65.0 42 362 6sA 22 x 46.4 610 650 30 SS.7 650 tSA 24 610 65.0 65.0 120 76 222 40.4 52.2 72 231 49A I eG 28A s33 60.1 60 20.0 582 654 54 312 650 650 U 648S510 610 42 406 eso 65.0 36 47.7 650 650 311 571 6510 610 24 6610 6110 610 108 76 251 512 s04 72 255 34.4 611 G6 26.6 SL4 6110MUWON603126506310WITH54514no615 48 312 610 651 42 453 Gso 650 x SAA 650 650 l0 63.11 w 24 fico 65.0 650 Gs.O 93 76 27.7 5610 616 72 26.2 a" 650 fit 312 6510 630 60 35.1 610 61.0 54 1 391 Me 650 45 43A GSA 650 42 50.1 filo c10 x 564 650 s -Le 30 610 610 651 ea 76 315 642 610 72 333 6.510 6110 66 363 6110 610 0.04 6.511 65.0 6510 65.0 610 c1a GSp t50MEMBERS 82 3361 6310LICENSED d43 63,0 650 no 610 I 654 610 b 321 610 610 42 1 39.6 1 650 854 AIUMA&t 141LSSIOIL OPTION /4' TEMPERED PANES 1 1/4' H.S. ONES 1/4' AN ONES t M GLASS SWILL MEET ALL REOUIREMENIS OF CHAPTER 24 Of THE FLORIDA BUINING CODE GcFRC) INCLUDING ALL APPU ABLE SAFETY IL A n E go 5 OF a Z v 27 113 r: V5. 5. tow z 3v 3 A%L% 0%1111111111" LL1" CIO P f ••to M• •..' 3 : F N 10 y'z Q cr G 2 y Z fhy 1 dA1 C 5 OF FRAME ANCHORSUBSTRATE BY OTHERS PER ELEVATIONS i i 1/4' MAX. IM AT ANCHOR k/\-SEE SEALANTSBY OTHERS 16 EXTERIOR NG SHEET 9 ON SECTION A SCALE: 1/2 FULL 6 GLAZING DETAIL 1 ON 3 1SHEET 9 .. 16 x EXTERIOR / pE'MAAI ON SHEET 9 SECTION B1 SCALE: 1/2 FULL 6 SEE GLAZING EXTERIOR .ITA%, DETAIL 2 ON I I• I 1 % SHEET 9 BY OTHERS FRAME ANCHOR a PER ELEVATIONS SECTION Cl SCALE: 1/2 FULL 6 EGIVING DETAILDETTAIL 4 ON EXTERIORr \ SHEET 9 15 \-LLVL- %`-SEE GLAZING DETAIL 1 ON SHEET 9 SECTION 02 SCALE: 1/2 FULL 6 SEE GLAZING DETAd 4 ON EXTERIOR - SHEEP 9 1/4' MAX. SEALANTS' SHIM AT CACTI BY OTHERS ANCHOR E BY OTHERS FRAME ANCHOR PER ELEVATIONS SECTION c2 SCALE: 1/2 FULL 6 x 7 1/4' MAX. SHIM AT EACH ANCHOR BSTRATE EIY OTHERS FRAME ANCHOR PER ELEVATIONS BY OTHERS 1/4' MAX. SHIM AT EACH ANCHOR BY OTHERS ^ x ra u 2 7 x EXTERIOR \ "-SEE GLAZING DETAIL 2 ON SHEET 9 ISECTIOND SCALE: 1/2 FULL 6 aA2INc DETAIL 7 ON SHEET 9 EXTERIOR _ _ _ v u A,. GLAZING DETAIL 9 ON C,•• •• SHEET 9••••• N Y°.•.;V 2.: s Stt e u w a O. z: SCALE - SECTION 6 yco 100011p0sss``: N 6 - 11 ill IfEXTERIOR / V u1 SI SECTION E2 SCALE 1/2 FULL 7 i rim DETAIL 7 ON SHEET 9 EXTERIOR A/JNG U 6 ON 9 SECTION E3 SCALE 1/2 FULL 7 1/4' MAX. SHIM AT EACH —I ANCHOR BY OTHERS I FRAME ANCHOR, PER ELEVATIONS SEE GLAZING DETAIL 1 OR 5 ON SHEET 9 1/4' MAX. SHIM AT 2A 20 co EACH ANCHOR REQUIRED 2 ONLY WITH SUBSTRATE MUWON 'B' SEE GIAZWBYOTHERS G GLAZING RED ONLY MULLION 'B' SEE GLAZING DETAIL 2 ON SHEET 9 1 SECTION12 SCALE: 1/2 FULL SECTION SCALE 1/2 FULL 7 J0 SEE GLAZING SHEET 9 1 SECTION X ExTT7tNOR SCALE 1/2 FULL 1 I 1/4' MAX. SHIM AT Z [1a 2i A T— EACH ANCHOR DETAIL 2ON EtH, TAIL 6 ON SHEET 9 DETAIL 1 OR EEP 95ONSHEET 9 fi } fi 13 EXTERIOR 1s FRAME ANCHOR PER ELEVATIONS SEAIANTS BY OTHERS SECTION G1 SECTION f1 SCALE: 1/2 FULL Q,.J SCALE 1/2 FULL 7 15 EXTERIOR 0 9 REQUIRED ONLY REQUIR D ONLY YDIH MULLION W WITH MULLION SECTION H SCALE: 1/2 FULL 7 7 - 11 it I1111117A' 3Qi 3 jAPf0 M •' tii 3 coEFRAMC3 a ofzc Z y SPR ANCHOR ,0101 0`, 13R ELEVATIONS TS BySECTIONOTHERS 1 41 FESCALE: 1/2 FULL 7 7 - 11 FRAME ANCHOR SUBSTRATE BANCHOR FRAME ANCHOR - PER ELEVATIONS OTHERS PER ELEVATIONS 1/4• MAX. / IEACH ANCH BY OTHERS BY OTHERS SECTION 4Z SCALE: 1/2 FULL\,V SFE GLAZING / DSH 9 ON \ SEE GLAZING / / 1 DEFAIL 8 ON SECTIONSHEET9 SCALE- 1/2 FULL 8 FRAME ANCHOR SUE WO7RPER ELEVATIONS BY SEE GLAZING DETAIL 8 ON 46 SHEET 97 ( 1 SUBSTRATE BY OTHERS \ / FRAME ANCHOR PER ELEVATIONS SECTIONt3 SCALE: 1/2 FULL FULL E BY OTHERS 1/4' MAX. SIIIM AT EACH ANCHOR E BY OTHERS 1/4' MAX. SHIM AT EACH ANCHOR 1/4' MAX. SHIM AT EACH I^ FPAME WIDTH (F.W.) --. ANCHOR I FRAME ANCHOR PER ELEVATIONS a 13 SEE GLAZING DETAIL 8 N 8 4 SHEET 9 63 gg 1 SUBSTRATE B4 EXTERIOR BY OTHERS SECTIONSEMANIS Nl I BY OTHERS SCALE 1/2 FULL 8 ; BUTT HINGE CONDITION) 1/4' MAX. I SHIM AT EACH -- F— FRAME WIDTH (F.W.) iANCHORIFRAMEANCHORPERELEVATIONS I SEE GLA2 No I 13 4 DETAIL B ON i SHEET 9 1 1 im ID SUBSTRATE 63 EXTERIOR BY OTHERS SECTION SEAlAN1S BY OTHERS SCALE: 1/2 FULL 8 GEAR HINGE CONDRION) co Ot Z iys 6 0 t#o it5 11 1/4' MAX. SHIM AT EACH FRAME WIDTH (F.W.) — ANCHOR —,-I FRAME ANCHOR PER ELEVATIONS SEE GLAZU4 4 DETAIL BON THIS SHEET 6 - 1163 CIO ` CI / EXTERIOR SUBSTRATE 6 O SECTION N3 SU OTHERS BY OTHERS SEF GLAZING DETAIL 8 ON THIS SHEET SEE GLAZING DETAIL 8 ON THUS SHEET - mil Irm SECTION s SCALE: 1/2 FULL 9 1/4' MAX. SHIM AT I L FR/WE WIDTH (F.W.) EACH ANCHOR FRAME ANCHOR PER ELEVATIONS SUBSTRATE 13BYOTHERS 40 41 4 43 SEE GLAZING DETAIL 8 ON 81 THUS SHEET INACTIVE ACTIVE 1 1 EXTERIOR cml I) SECTION p SCALE: 1/2 FULL \jj SEALANTS— BY OTHERS PIVOT HINGE CONDITION) SEE GLASS 59 OPTIONS BELOW 9 EXTERIOR 3 IS 5/8' MIN. BITE75% SETTING BLOCK AS REQUIRED GLAZING DETAIL 1 SCALE 1/2 FULL rA SEE GLASS I OPTIONS BELOW 59 L 2 5/8' MIN. SITE SETTING BLOCK AS REOUIRED GLAZING DETAIL -2 SCALE: 1/2 FULL IxrrJvoR a 5/8' MIN. BILE SEE GLASS OPTIONS BELOW SEE GLASS EXTERIOR 59 r.1r OPTIONS BELOW 5/8' MiN:.BRE 16 slwC 16 L Vy l I DOW 995 SILICONE SETTIIG BLOCK AS REQUIRED C E SEND OF GLAZING DETAIL 4 SCALE: 1/2 FULL SEE GLASS OPHONS BELOW t4w5/8' GLAZING DETAIL 5 CONE SCALE: 1/2 FULL SEALANT USED ONLY AT SHALLOW TO SHALLOW POCKET GLAZING. DETAIEE GLA L BZINGONZ! 56 36 3 THIS SHEET l 1 SECTION R EXTERIOR SCALE: 1/2 FULL 9 59 SEE GLASS OPTIONS BELOW EXTERIOR 18 5/8' MIN. SITE 4 GLAZING DETAIL 6 SCALE: 1/2 FULL SEE PASS I—A t OPTIONS BELOW 7/8' GIN. SITE DOW 995 SIUCONE-J \-DOW 995 AT EACH END OF SILICONE SEALANT GLASS S10P SETTING BLOCK AS REQUIRED AZING DETAIL 7 ,11111111 SCALE: 1/2 FULL 59 r13FIXEDPANELGLASSOP1K)NS 60 1/4' TEMPERED GLASS GLASS OPTION 1: 1' THICK I.G. GLASS WITH 1/4' ANNEALED PANES EXTERIOR GLASS OPTION 2: 1' THICK I.G. GLASS WITH 1/4' TEMPERED PANES 51 SEE 'GLASS LOAD TABLE' ON SHEET 5 FOR GLASS LOAD 1/2'MIN' SITE SETTING BLOCK REQUIREMENTS. 6 3 38940 AS REQUIRED NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF TIIE FLORIDA DOW 995 SILICONE -I BUILDING CODE (FOC) LUCLUDING ALL APPLICABLE SAFETY SETTING BLOCK 414 43 44 45 AT EACH END OF REQUIREMENTS. AS REQUIRED 494 4849 GLASS STOP GLAZING DETAIL 3 SCALE: 1/2 FURL Z DETAIL SCALE 1 2 FULL of 4.452 -i -- 4.500 --i' 4.500 - I I - 4.452 I fill F2.07700.0942.00 _- 1 2.000FL n 2.000 5 0.080 - L r0.080 0 080 0.80 4.452 --I O1 FRAME HEAD ®2MULLIONBILJAMBOR 2MU SILL. ION JAMB OR O 2M HORIZONTAL O DOOR TRANSOM MULLIONION (UMITED TO 84- SPAN) F- 2.000 -- 0.0 I 4500 REMOVE THIS AREA AT TRANSOMS O4 OPEN BACK DOOR JAMB/MULLION I-- 4.452 0.188 T0.125 O DOOR TRANSOM MULUON USED WITH SPANS UP TO 967 3.786 --{ I 0.080 -I I 1 h SILL INSERT 4.150 0580 3.590 0Lr 080 POCKET FILLER 15 4.452 ---I 2.000 0.125 0.188 DOOR TRANSOM MULLION USED WITH SPANS UP TO 967 3.590 0.080 12 PERIMETER FILLER T I0.062 1.218 1.553 1 GLASS STOP16 3.590- 0.080 590 0.080 13 FLAT FILLER _ I- 48 4.875 4-4 0.893 I 1.750 19 f=1 ACS 0.094 POCKET DENSION 20 HIGH PERFORMANCE FLASHING 0.090 0.050I 3.650 17 TRANSOM 0.125 0.125 GLASS STOP 1.484 0.156 1.484 0.094 0 1446! 21 TRANSOM MULLION &DOOR ' HEAD END SHEAR BLOCK .0 USED WH PART /5) 22 TRANSOM MULLION & DOOR 4000 HEAD END SHEAR BLOCK USED VATH PART 17) 1.125F K.125 O125 24 TRANSOM MULLION do DOOR HEAD END CUP USED WITH PART /B) 4.125 0.935 0.120 28 STEEL REINF. Fo.550 j 1.050 2.375 L 18 POCKINSERTET 4.150 0.718 0.125 23 TRANSOM MULLION do DOOR HEAD END CLIP USED WITH PART /6) 4.188 1.000 0.135 2g STEEL REINF. I--- 4.452 --- 0.125 2.000 0.090 DOOR TRANSOM MULLION UMITED TO 84- SPAN) 4.406 -- j n 10 4 1/2" SIDE 4.452 j 4.500 MULLIONR HALFT 0•080 I 3.549 12.000 0.094 LL1 0.094- 4.406 094- 4.406 4 1/2" SIDE JAMB OF VERT. MULLION HALF W/GLAZING POCKET Fo-= 4.000 32 DOOR JAMB MULLION END CONNECTION ANGLE I 1.313O O O 4.500 i 4500 2.00D 3.826 0.562 0.135 STEEL REINF. 4.250 1.375 0.125 31 DOOR JAMB MULL END CONNECTOR CUP 1 moo 4.500 zzc3Wi X Q 0, fO Mhz r 0.125 0.500 I- -- 4.000 T 33 DOOR THRESHOLD 1- 2.000 -1 0.0620. 094IF== 11.062 34 SAM II DOOR STOP 2.000 --1 0.625 0.125 35 LCN DOOR STOP 2.000 --1 T 7501 0.125 3g CO NUOUS HINGE DOOR LEf190(190 NARROW STILE) 0.125 I11.750 1 3.500 --I 36 BEVELED & PIVOT HINGE DOOR ST1LE 350 WIDE STILFa ALSO SINGLE DOOR LOCK SME) F- 3.563 E 0.125 @I DOOR MEETING STILE (35 IA Yi _ 1 2.125 --I T 750 0.,25 wm ruAa 0Q1 Ina OONSEAI/n )IDD 0m Own OORO m 'm CONSEAM NO on KLVU PAMW OW T ROO 001 DCNLE ,1f160N 20n 1.724 I 3.688 DytgA,tD )IOD Dor aEVNt KAt/1u11 1106 0.125 orw+<AD eors EAIm DDDR cDsa or tANNFEl OR 1011 SM OM anso m NOIII011 2.250 mI oN llwl mrrt or twwm 0.125 N MO. ID t 1 1 4• SS SCNE1 2 PEN CW N0. lot 1 Si scm, 4 POI tV 1n 10 1 S ss amt 0 PQ Sfo I 0 Na to t r ss saR s Pol StDP sw s R "" °M s' • 1AML D't NARROW STILE) F T 750 1 F- 2.125 -I 37 BEVELED & PIVOT HINGE DOOR STILE 190 NARROW STILE) 3.375 -i 1.750 0.125 38 CONTINUOUS HINGE DOOR STILE (350 WIDE STILE) ALSO SINGLE DOOR LOCK S11LE) F- 2.,88 T 1.750 1 0.125 41 INACD& DOOR p E G LE-LM NARROWS EILEISILEI 3.500 -I 750L=012j51 42 ACTNE DOOR MEETING SLE (350 WIDEWIDE LE) 0.125 1.724 0.125 3.875 &250 7.500 48 DOOR BOTTOM RAIL (190 NARROW STILE) 0.866 " 49 DOOR J. o• CROSS RAI 46 LCN DOOR TOP 47 DOOR BOTTOM RAIL (350 WIDE RAIL (350 WIDE STILE SM 0.050 5t DOOR GLASS STOP 0.094 7.125 go zoo wl n P4 o^ Com= 44 of 11 moa GOTM ML yio tm3-n AIlOR11N 43 DOOR MEETING STILE (190 1,724 NARROW STILE) 0.125 3.500 1.724 -- 1 - 44 DOOR TOP RAIL i350 WIDE STILE) 013 DOOR DOSS RAA 60Li-n ulAm1UY los RNA 000t wD3-n Aluvaull DDDR nAss SW UES An 070 D" WAIIEMIWFW.. ALOIIN 7m OOOR WrW SWOP ASDWT 400 ASMI" R2A1MOMPPM VlJOID 074 K04 -M now S[) COOK WA1NOW LION NYIWAIE 1 CONLI40M CUR HM W 1 ION 212 SM IDM.[ 3 PEA PANEMI W k'ZM 322 n O11SR MOI m Kamm 1 331 NTUDX IlE orlsEr nwt fff KW = m 321 MI Rm101 O11SE2 MOI a FAWN= Imo -V ffl Ina Rr AWNS -NM APPUCM E MM Iso m tA NEUwmruAa0Q1Ina OONSEAI/n )IDD 0m Own OORO m 'm CONSEAM NO on KLVU PAMW OW T ROO 001 DCNLE ,1f160N 20n 1.724 I 3.688 DytgA,tD )IOD Dor aEVNt KAt/1u11 1106 0.125 orw+<AD eors EAIm DDDR cDsa or tANNFEl OR 1011 SM OM anso m NOIII011 2.250 mI oN llwl mrrt or twwm 0.125 N MO. 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