The URL can be used to link to this page

Home My WebLink About401 Central Park Dr 19-157r- CITY OF ' k 4FORD Building ®evosion" SFLORIDA Commercial Permit Card PERMIT NO. BC19-000157 ISSUE DATE: 03/27/2019 CONTRACTOR: GCJ CONSTRUCTION PERMIT TYPE: Roof JOB ADDRESS: 401 CENTRAL PARK DR WORK DESCRIPTION: Install 28,400 sq. ft. of TPO roofing system Post this permit in a conspicuous location outside - Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved - Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER REQUIRED BUILDING INSPECTIONS ROOF DRY -IN FINAL ROOF WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 5`,.Fokn4. s oCITY OF FLORIDA Building Division Commercial Permit Card PERMIT NO. BC19-000157 ISSUE DATE: 03/27/2019 CONTRACTOR: GCJ CONSTRUCTION PERMIT TYPE: Roof JOB ADDRESS:401 CENTRAL PARK DR WORK DESCRIPTION: Install 28,400 sq. ft. of TPO roofing system Post this permit in a conspicuous location outside - Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER REQUIRED BUILDING INSPECTIONS ROOF DRY -IN FINAL ROOF WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 E'CS1 a o a i ROOT i. ZWEMU4 C.xI WVr_ l`I7 W S'ER-KrCl iC w. z I Roof Calculation Information Sheet Low Slope Roof System Slope < 2:12 or 10 deg. GENERAL INFORMATION: Required Date: 04/18/2019 Job Name: 500 Central Park Drive Client: Alpha Roofing & Sheet Metal LLC Address: 500 Central Park Drive Sanford FL 32771 Contact: Ed Johnson Address: 1477 W Gore Street Orlando FL 32805 Phone: (407) 930-5500 Contact: GCJ Construction E-Mail: Edjohnson@aalpha-roofcom Contact Phone: (321) 689-5208 Cell: (407) 466-8552 Occupancy Use: PROJECT INFORMATION: Need By: Job Type: Eave Height of Roof Deck: FT New Roof Re -Roof 0 Recover Parapet Continuous Around Perimeter? NoIj Yes (If Yes) Minimum Height above Deck If Multiple Heights, Attach Sketch of Roof Plan with Deck Heights: Approximate Area: SQ. Nominal Building Width: 1 FT (If complex, Attach Simple Sketch) Roof Overhang Width: Deck Material: Steel 0 LWC F__ Concrete 0 CWF / Tectum 0 Wood F7Gypsum 0 Proposed Roof S stem: BUR a Mod Bit Single Ply Other: Insulation: ' i`-Q 0"% TS(j Membrane: Attachment Method to Deck: Adhere Fasten Base Sheet Fasten Insulation Board W S Proposed Manufacturer: Preferred Fastener Miami - Dade NOA #: FL. Product Appr #: Roof Slope (if not flat): Roof Profile: (Circle one) Hip Roof Product Acceptance) System Subtype & Page #: Product Acceptance) System No. & Page #: Check type if not shown below: Mansard ( Include slope) FLAT GABLE [;ONO STE STEP TYPEI TYPEII MULTI SPAN GABLE JAWTOOTI! Engineering Calculations Requested: Counter - Flashing/ T-Bar Gutter Coping Caps Metal Deck: New Deck Design/ Metal Deck Repair Deadload Calculation Contact Signature/Date: Engineering Calculations Requested: 0 Roof Attachment Calculation Wood Blocking Calculations Eave Flashings (Drip Edge, etc.) FRoof Drainage with Parapet Condition Anchor Rooftop Equipment 1522 NW 113th Terrace • Pembroke Pines, Florida 33026 E- mail: donna,re-csi.net yNeo r4 . era Ski4FORD CITY sr.ic$t"F101111A PERMIT NO. BC19-000158 CONTRACTOR: GCJ CONSTRUCTION JOB ADDRESS: 500 CENTRAL PARK DR Building Division Commercial Permit Card ISSUE DATE: 03/27/2019 PERMIT TYPE: Roof WORK DESCRIPTION: INSTALL 30,000 SQ. FT. OF TPO ROOFING SYSTEM Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved ROOF DRY -IN Approved plans must be posted with permit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER REQUIRED BUILDING INSPECTIONS FINAL ROOF WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR.IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #201930343 Book:9320 Page:1210, (1 PAGES) RCD: 3/25/2019 9:19:51 AMRECFEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Johan H4nandez Address NOTICE OF CO11111 CEMENT' CEPMFIED CONLE G2,dT Art ttl`t r^ J 1`rtK Py Pate. Permit Number. Parcel ID Number. 28-19-30-509-0000-0090 The undersigned heret•,y gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowingInformationisprovidedinthisNoticeofCommencement. ti. D S R(t TI.01LOp pltopER7Y AIl818 V!t o3ih"Tperty and street address if available) 2. 3. OWNER INFORMATION OR 1-E8$12E INFORMATION IF THE LESSEE CONTRACTEI) FOR THE JMpROVEMENT Name and address:. CENTRAL CANAL_ CO LLC 12039 SW 117TH CT MIAM! FL 33186-5202 Interest in r' OWherpgym- _ .............. Fee Simple 1111e Holder 0 other than' Owner Rated above) Name: a. coNTRAcTOR: Nafne! 9CJ C-0%trudf)on Inc Phone Number 321-688 5 08 Address, 4623 13Hdgeton Lane, Orlando FI: 32817 5: • SURETY (tfappltdablra, a copy of the payment borid is alladhed)S Name: Addressi.. Amount of Bond: 6. LENDERS Name __- _ Phone Number'.-_ Address; 7. Persona within the State of Florida Deglgnated by Owner upon whom notice or other dcodritmritw IfilyEt# gdrved 8speovfded by Saa6ori713.13(1)(a)7., Florida statutes. Name: _ ---- -- Phone Numberr - Address:_._--- S. In addfi6n, Owner designates ___.. .. of to reoeive a copy of the 1.10ndrs Notice as provided in Igaetion 113.f3(t)(t ), Florida Statutes: Phone ntimber:.-_ 9. Expirrttion Date of Notice of CoMmeotemant (Tha aitprratidn is 1 year from date ofredording urile#s a different date is apeciflad) W_ T4 -0 7VE--R ANY PAYMENTS MADE 9Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMEND€MENT ARECONSIdRE0IMPPERPAYMENTSUNDERCHAPTER713, PART 1, 8ECTiON 71312; FLORIDA STATUTes AND CAN nEsULT IN" YOUR PAYINGTWICEFORIMPROVEM€NT€ TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECOROEO AND POSTED ON THE JOBSITEBEFORETHEKIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORECOMMENCINGWORKORRECORDfNGYOURNOTICEOFCOMMENCEMENT. r agnewie of Owner ar LeesSe, or Domes of assee's (Pdnt Name and Provide SVIalory•sTitle/oMce) AWHad.ed OfkciffbiroUor/PameriM eo state of _ 0 County of ,. D q TheforegoingInstrumentwasacknowledge _before me this O day of -/ t 0 by W/Z- who Is personally known to me Namedfpenma"zitatcmmt , who has produced identification 0 type of identification produced. EMR 8, 2 We protect what matters most" April 16, 2019 Technical Services 1 Campus Drive Parsippany, NJ 07054 Alpha Roofing and Sheet Metal 1477 W Gore Street Orlando, FL 32805 Subject: Contractor/System Certification Project: 300 Northstar Court 401 Central Canal 500 Central Park Drive To Whom It May Concern: Alpha Roofing and Sheet Metal of Orlando, FL is a GAF Master Select roofing contractor for asphaltic, single -ply and restoration roofing systems and is eligible to obtain a GAF Diamond Pledge TM (NDL) guarantee for up to 20 years. GAF specification T-RB-R-I-60 is eligible to receive a 20 year GAF Diamond PledgeT"' (NDL) guarantee; provided all current GAF application requirements are followed and guarantee procedures are met. T-1113-11-I-60 — Existing Standina Seam Metal Roof (Min. 16ga Purlins) Flute Fill Insulation: Install flute fill insulation in accordance with GAF application recommendations. EnergyGuardTM Polviso Insulation: Preliminarily fasten 1" EnergyGuardTM polyiso insulation to the existing standing seam using Drill-TecTM #12 standard fasteners and 3" steel plates, 6 fasteners per 4' x 8' board. EverGuard® 60 mil TPO Membrane: Install EverGuard° 60 mil TPO membrane using Drill-TecTM Purlin fasteners and Drill-TecTM RhinoBond° TPO XHD plates, fastened along the purlins, spaced maximum 60" on center, at a rate described below. The membrane is then bonded to the plates using the RhinoBond® portable bonding tool in accordance with GAF application recommendations. Field: 12" on center along the purlins Perimeters: 6" on center along the purlins Corners: 6" on center along the purlins The above listed system will provide up to 90psf (-45psf) of wind uplift resistance in the field of the roof when installed in accordance with NEMO ETC, LLC (R-132) evaluation report #010506.09.05 — R33 for FL5293 — R32, page 98 of 101. GAF has provided the above fastening pattern solely as a courtesy and recommends that the uplift resistance requirements be verified by a design professional. If you have any further questions, please contact us at 1-800-766-3411. Sincerely, Ja vnie/ Dwva V Jamie Duvall Sr. Technical Representative T-RB-R-1-60 FBC90 300 Northstar Ct 401 Central Canal 500 Central Park Dr — Alpha Roofing 041619 jd ONEmo I etc, System Substrate Insulation Layer Attachment - Roof Cover MDP (psf) Fasteners (Note il) SpacingNo. Note 1) Existing standing seam or lap seam metal One or more layers, any Drill -Tee Hex -Head Purlin Fasteners and Drill- EverGuard TPO bonded to Drill -Tee RhinoBond TPO XHD R-172. roof covers having min. 16 gauge combination, preliminarily Tec RhinoBond TPO XHD Plates are fastened 18inch Plates with RhinoBond Portable Bonding Tool, per 30.0 inch), 50 ksi min. gauge (0. mc in.), 3605in.), fastened through to purlins along purlinspurlins manufacturers published instructions. ksi steel purlins spaced max. 60-inch o.c. in a Existing standing seam or lap seam metal One or more layers, any Drill-Tec Purlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-173. roof covers having min. 16 gauge (0.0598 combination, min. 2--inch XHD Tread Safe Plates are 18-inch o.c. Tread Safe Plates with RhinoBond Portable Bonding 30.0 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 total thickness, preliminarily t roufastenedthrough to purlinsfastened along purlins Tool, per manufacturer's published instructions. ksi steel purlins spaced max. 60-inch o.c. fastened Existing min. 15/32-inch plywood atop min. Drill -Tee 914 (min. 1.05-inch embedment) and 12-inch o.c. EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-174. Nominal 2 x 8 inch lumber supports spaced One or more layers, any Drill-Tec RhinoBond TPOXHD Plates are along wood Plates with RhmoBond Portable Bonding Tool, per 30.0 max. 96-inch o.c. combination, loose , any fastened through to wood supports supports manufacturer's published instructions. Existing min. 15/32-inch plywood atop min. One or more layers, any Drill-Tec #14 (min. 1.05-inch embedment) and 12-inch o.c. EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-175. Nominal 2 x8 inch lumber supports spaced combination, min. 2-inch Drill-Tec RhmoBOnd TPO XHD Tread Safe along wood Tread Safe Plates with Rhino Band Portable Bonding 30.0 max. 96-inch o.c. total thickness, loose laid Plates are fastened through to wood supports supports Tool, per manufacturer's published instructions. Existing standing seam or lap seam metal One or more layers, any Drill-TecPurlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-176. roof covers having min. 16 gauge (0.0598 combination, preliminarily RhinoBond TPO XHD Plates are fastened 12-inch o.c. Plates with RhinoBond Portable Bonding Tool, per 37.5 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 fastened through to purlins along purlins manufacturer's published instructions. ksi steel purlins spaced max. 60-inch o.c. Existing standing seam orlap seam metal One or more layers, any Drill-TecPurlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-177. roofcovers having min. 16 gauge (0.0598 combination, min. 2-inch RhinoBond TPO XHD Tread Safe Plates are 12-inch o.c. Tread Safe Plates with RhinoBond Portable Bonding 37.5 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 total thickness, preliminarily fastened through [o purlins along purlins Tool, per manufacturers published instructions. ksi steel purlins spaced max. 60-inch o.c. fastened Existing standing seam orlap seam metal One or more layers, any Drill-Tec Purlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-178. roofcovers having min. 14 gauge (0.0747 combination, preliminarily Rhino Bond TPO XHD Plates are fastened 18-inch o.c. Plates with RhinoBond Portable Bonding Tool, per 37.5 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 fastened through to purlins along purlins manufacturer's publishedinstructions. ksi steel purlins spaced max. 60-inch O.C. Existing standing seam or lap seam metal One or more layers, any Drill-Tec Purlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-179. roof covers having min. 14 gauge (0.0747 combination, min. 2-inch XHD Tread Safe Plates are 18-inch o.c. Tread Safe Plates with RhinoBond Portable Bonding 37.5 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 total thickness, preliminarily t roufastenedthrough to purlinsfastened along purlins sTool, per manufacturer's published instructions. ksi steel purlins spaced max. 60-inch o.c. fastened Existing min. 15/32-inch plywood atop min. Drill-Tec #14 (min. 1.05-inch embedment) and 24-inch o.c. EverGuard TPO bonded to Drill-Tec RhmoBond TPO XHD R-180. Nominal 2 x 8 inch lumber supports spaced One or more layers, any Drill RhinoBond TPO XHD Plates are along wood Plates with RhinoBond Portable Bonding Tool, per 37.5 max. 48-inch o.c. Combination, loose laid fastened through to wood supports supports manufacturer's published instructions. Existing min. 15/32-inch plywood atop min. One or more layers, any Drill-Tec #14 (min. 1.05-inch embedment) and 24inch o.c. EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD R-181. Nominal 2 x 8 inch lumber supports spaced combination, min. 2-inch Drill-Tec RhinoBond TPO XHD Tread Safe along wood Tread Safe Plates with RhmoBond Portable Bonding 37.5 max. 48-inch o.c. total thickness, loose laid Plates are fastened through to wood supports supports Tool, per manufacturer's published instructions. Existing standing seam or lap seam metal One or more lay ny Dr.II:Te, Hnx Head Purlin Fasteners and Drill- EverGuard TPO bonded t D ll Tec RhmoBond TPO XHD 73f fnv4 s Pa n'fiffi. 1F g"aufy9 fflA ^ t;#50iii5Fiefi, F7aliiy-inertly Tec Rhinoeond TPO XHD Plates aret'a"S[3ndd n, h o s, I Fldtes with W C,66nd Portable 9 ndI g Ido'1, fief 45.0 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 fastened through to purlins along purlinsal manufacturers published instructions. Pu ksi steel Purlins spaced max.60-inch o.c. NFM& fife, LLB Evaluation Report 01506.09.05-R33 for F02MAJ2 Certificate of Authorization H32455 V 6difidd (2W) W N@N=HVHZ NALWON Revision 33: 12/17/2018 Prepared by: Robert Niernmen, PE-59166 GAP EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 98 of 101 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #2019030342 Book:9320 Page:1209; (1 PAGES) RCD: 3/25/2019 9:19:50 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY. - Name: Johan Hernandez Address. Of lal Ida M. 2l28 IT r'i4?:i1,.i 000PY GP,Adi p;ic l_OY ,., C,pIj-f YCLERK NOTICE 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: CENTRAL CANAL CO LLC _.. 12039 SW 117TH_CT MIAMI, PL331867-5202 Interest In property". Owner F" Simple TM6 Holder (if other than owner listed above) Name: Address;_ 4. CONTRACTOR: Nadia. CCJ_COnStIUCtIOn In¢ ____ Phone Number. - 321tafig=5206- Address:.4623 8r10gdt6n.Lene, Ortando Ff. 32817- fi. SURa TY (i(applieatile, a copy of tfio payment bon8 is attached): Nariie:_ ___ _. _ __._ _ _ _ Address::_ _ _._.._ ____ __- Amount ofBond:- 6. LENDna Name: _--... _._- _ _ Phone Number.._ Addres+s3 1; Pdrboit8 *Itftin the State of Florida De$ignitied by Owner Upon whom notice or cilhor documents dilly be served as Oeovided by Section 713_'IE(1IIaj7., Flotilla Statutes, Name:. __ _ _ Phone Number. AddreBsi_._.. 8: In addition, Owner desigr3ates _ _. Of ._ to receive a copy of the Ltehd?s Notice as provided in Section 713.13(1)(b), Florida statutes. Phone number. 9. Eitpiratlori Date ofNotice of commencement (The expiration Is 1 year from date of recording unifte a different data isepeeired) INS -L ._ _ . E i ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CO ISIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, S€CTION 713 13; FLORIDA STATUTE6, AND CAN REitILT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND P08TW- ON THEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTQRNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT: Signshirb df Owner or Lessee, or - rs or Lessw's (Print Nance acid Provide Gkjna oty'sTitefOMee) Avirofted OfEtedDlreGddP 'ager) State off County ofl The foregoing Instrument was acknowledged bbefore me this , day of /'// Y r 20/ by [ s GY 4/ 7`5 C 0/ Who Is personally known to map OR Name of ,person meting statement who has produced Identification 0 type of identification produced; 7 "% $EGA B. CENDAN MY cOMMISSiON 4GGb9466 Notary Sgnaiure aee F WIRES: September 23.2022 00_ s.ni aRI9ifG CACG t,L;?l?127NS;It"YIC. 71fC. Roof Calculation Information Sheet Low Slope Roof System Slope < 2:12 or 10 deg. GENERAL INFORMATION: Required Date: 04/18/2019 Job Name: 401 Central Park Drive Client: Alpha Roofing & Sheet Metal LLC. Address: 401 Central Park Drive Sanford FL 32771 Contact: Ed Johnson Address: 1477 W Gore ST Orlando, FL 32805 Phone: (407) 930-5500 Contact: GCJ Construction E-Mail: Edjohnson@a alpha-roof.com Contact Phone: (321) 689-5208 Cell: (407) 466-8552 Occupancy Use: PROJECT INFORMATION: Need By: Job Type: Eave Height of Roof Deck: D V FT New Roof Re -Roof Recover Parapet Continuous Around Perimeter? No V1 Yes (If Yes) Minimum Height above Deck If Multiple Heights, Attach Sketch of Roof Plan with Deck Heights: Approximate Area: -a-"5n SQ. Nominal Building Width: FT (If Complex, Attach simple sketch) Roof Overhang Width: Deck Material: Steel 71 LWC F—] Concrete F__] CWF / Tectum F—] Wood F-1 Gypsum F7 Proposed Roof System: BUR Mod Bit Single Ply Other: Insulation:Membrane: Attachment Method to Deck: Adhere Fasten Base Sheet Fasten Insulation BoardC.CeS Proposed Manufacturer: Preferred Fastener Miami -Dade NOA #: FL. Product Appr #: Roof Slope (if not flat): Roof Profile: (Circle One) Hip Roof Product Acceptance) System Subtype & Page #: Product Acceptance) System No. & Page #: Check type if not shown below: Mansard (Include slope) FLAT GABLE Moro STE XSTEP TYPE I TYPE II MULTI SPAY GABLE JAWTIIT Contact Engineering Calculations Requested: Counter -Flashing/ T-Bar Gutter Coping Caps Metal Deck: New Deck Design/ Metal Deck Repair Deadload Calculation Engineering Calculations Requested: Roof Attachment Calculation F]Wood Blocking Calculations 17 Eave Flashings (Drip Edge, etc.) F7Roof Drainage with Parapet Condition F7Anchor Rooftop Equipment 1522 NW 113`h Terrace • Pembroke Pines, Florida 33026 E-mail: dongre-csi.net HONE(K) • • O • RECSC L 24- e ROOF ENGINEERING C_AXCUL 170JVSER'VICE INC. FL.CERT. OFAUTH.# 31333 don@re-csi.net ROOF WIND PRESSURE & ATTACHMENT DESIGN CLIENT: ALPHA ROOFING & SHEET METAL, LLC. Page 1 of 2 PROJECT NAME: 401 CENTRAL PARK DRIVE DATE:04/22/2019 RE-CSI #19-086-401-cpark-tpo PERMIT#BC19-000157 PROJECT ADDRESS: 401 CENTRAL PARK DRIVE SANFORD, FL. 32771 PROJECT DATA: HEIGHT: z := 24 ft. WIDTH: W := 231 ft. Continuous Parapet => 3 FT.: NO ENCLOSURE CLASS.: ENCLOSED BLDG. RISK. CATEGORY: II SHAPE: FLAT REGION: SEMI -OPEN TERRAIN WIND VELOCITY: V:= 140 MPH mm EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt:= 1.0 DIRECTIONAL FACTOR: Kd:= 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2017 WIND DESIGN perASCE 7-10 Method 2: Analytical Procedure DESIGN SCOPE: Wind Uplift Loads Mechanically Attached GAF TPO EDGE ZONE MULTIPLIER: Trial Calculations: ( 3' min z- 0.40 = 9.6 PV-0.10 = 23.1 Use Multiplier a := 10 ft PROJECT DATA based on information provided by Client. GAF 60-mil TPO: EXPOSURE C z min = 15 ft. PRESSURE COEFFICIENT 2 Kz := 2.01• z 9.5 900 Kz = 0.937 CALCULATE VELOCITY PRESSURE qz := 0.00256-Kz-Kzt Kd• V2 qz = 39.97 PSF Dqz := 0.6-gz COMPONENTS & CLADDING EXTERNAL COEFFICIENT GCp From Figures 30.4-2A INTERNAL COEFFICIENT: GCpi From Figure 26.11 -1 CALCULATE UPLIFT ASCE-7-10 DESIGN PRESSURES: P:= qz-[(—GCp) + (GCpi)] FIELD PI := Dqz.[(-1.0) + (-0.18)] =—28.299 EDGE P2 := Dqz- [(-1.8) + (-0.18)] =—47.485 CORNER P3 := Dqz-[(-2.8) + (-0.18)] =—71.467 41 xowe a RE-CST o o e 24" a• ROOT ENGIJVEER"N CALC11L A-17ONSERTICE, INC. FL.CERT. OFAUTH.# 31333 don@re-csi.net ROOF WIND PRESSURE & ATTACHMENT CALCULATIONS GAF 60-mil TPO: METHOD OF ATTACHMENT. MECHANICALLY ATTACHED ROOF COVER ROOF SYSTEM ENGINEERING DATA: MfglType: GAF MATERIALS CORP. Florida Product Approval #5293-R32, Pg. 98 Type C-2 System No. R-182 DESIGN PRESSURE: DP:= —45 psf DECK MATERIAL: EXISTING STANDING SEAM METAL ROOF (16 GA. PURLINS) INSULATION: FLUTE FILLER & 1.0" ENERGY GUARD POLYISO (PRELIM ATTACH) FASTENER: DRILL-TEC #12 FASTENERS & 3" STEEL PLATES MEMBRANE: EVERGUARD 60-mil TPO PURLIN SPACING: PS := 60 IN FASTENER SPACING: FS := 12 IN ALONG 16 GAUGE PURLINS (FIELD) FS2 := 6 IN ALONG 16 GAUGE PURLINS (PERIMETER) FS3 := 6 IN ALONG 16 GAUGE PURLINS (CORNER) CONSTRUCTION TYPE: RECOVER DESIGN FORMULA per RAS NO. 137: FASTENER SPACING fv•144 FS :_ P• RS TRIAL CALCULATIONS: Page 2 of 2 DATE: 04/22/2019 RE-CSI #19-086-401-Cpark-tpo PERMIT#BC19-000157 PRELIMINARY ATTACHMENTS: 6 FASTENERS PER 4' x 8' BOARD ATTACHMENT CALCULATIONS: FASTENERS SPACED 12" O.C. IN 6" LAPS. ROWS SPACED 60" O.0 FASTENER DESIGN VALUE: PS-FS v . DP 144 ) fv = —225 LB DP = --45 1 >: o PI =—28.299 fv•144 11.372 P2•PS fv 144 7.556 P3 -PS ATTACH TO DECK AS FOLLOWS: FIELD ( Zone 1 ): ATTACH 12" O.C. ALONG 16 GAUGE PURLINS AT 5-FOOT PURLIN SPACING PERIMETER (Zone 2): ATTACH 6" O.C. ALONG 16 GAUGE PURLINS AT 5-FOOT PURLIN SPACING CORNER (ZONE 3): ATTACH 6" O.C. ALONG 16 GAUGE PURLINS AT 5-FOOT PURLIN SPACING DIMENSION OF EDGE ZONES: WIDTH at PERIMETER a = 10 FT. CORNER LENGTH: a = 10 FT. The Roof Code Provisions in Chapter 15 of the Florida Building Code 2017Apply To This Work. PS = 60 IN. BPS = 60 IN. PS = 60 IN. Digitally signed by ia a.0 Donald J Flood lr Date: 2019 04:23`= 15:31:42 04'00' r- - We protect what matters most - April 16, 2019 Technical Services 1 Campus Drive Parsippany, NJ 07054 Alpha Roofing and Sheet Metal 1477 W Gore Street Orlando, FL 32805 Subject: Contractor/System Certification Project: 300 Northstar Court 401 Central Canal 500 Central Park Drive To Whom It May Concern: Alpha Roofing and Sheet Metal of Orlando, FL is a GAF Master Select roofing contractor for asphaltic, single -ply and restoration roofing systems and is eligible to obtain a GAF Diamond PledgeTI (NDL) guarantee for up to 20 years. GAF specification T-RB-R-I-60 is eligible to receive a 20 year GAF Diamond PledgeTM (NDL) guarantee; provided all current GAF application requirements are followed and guarantee procedures are met. T-RB-R-I-60 — Existing Standing Seam Metal Roof (Min. 16ga Purlins) Flute Fill Insulation: Install flute fill insulation in accordance with GAF application recommendations. EnergyGuardTM Polviso Insulation: Preliminarily fasten 1" EnergyGuardTM polyiso insulation to the existing -A standing seam using Drill-TecTM #12 standard fasteners and 3" steel plates, 6 fasteners per 4' x 8' board. EverGuard° 60 mil TPO Membrane: Install EverGuard° 60 mil TPO membrane using Drill-TecTM Purlin fasteners and Drill-TecTM RhinoBond® TPO XHD plates, fastened along the purlins, spaced maximum 60" on center, at a rate„ described below. The membrane is then bonded to the plates using the RhinoBond° portable bonding tool in accordance with GAF application recommendations. Field: 12" on center along the purlins Perimeters: 6" on center along the purlins Corners: 6" on center along the purlins The above listed system will provide up to 90psf (-45psf) of wind uplift resistance in the field of the roof when installed in accordance with NEMO ETC, LLC (R-132) evaluation report #010506.09.05 — R33 for FL5293 — R32, page 98 of 101. GAF has provided the above fastening pattern solely as a courtesy and recommends that the uplift resistance requirements be verified by a design professional. If you have any further questions, please contact us at 1-800-766-3411. Sincerely, Ja vni,P,'Du vaW Jamie Duvall Sr. Technical Representative T-RB-R-1-60 FBC90 300 Northstar Ct 401 Central Canal 500 Central Park Dr — Alpha Roofing 041619 jd n o b y.. tip_ -• NO System Substrate Attachment RoofCover MDP (psf) Insulation LayerIR-172. roof No. ( Note 1 ) Fasteners (Note 11) Spacing Existing standing seam or lap seam metal One or more layers, any Drill-Tec Hex -Head Purlin Fasteners and Drill- EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD covers having min. 16 gauge (0.0598 combination, Tec Rhinogond TPO XHD Plates are fastened 18-inch o.c. Plates with Rhinogond Portable Bonding Tool, per 30.0 inch), 50 ksi ormin. 12 gauge (0.105 in.), 36 preliminarily fastened through to purlins alon dinsgpu manufacturers published instructions. ksi steel purlins spaced max. 60-inch o.c. Existing standing seam or lap seam metal One or more layers, any Drill-Tec Purlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec Rhinogond TPO XHD roof covers having min. 16 gauge (0.0598 combination, min. 2-inch Rhinogond TPO XHD Tread Safe Plates are 18-inch o.c. Tread Safe Plates with RhinoBond Portable Bonding 30.0 R-173. inch), 50 ksi or min. 12 gauge (0.105 in.), 36 total thickness, preliminarily fastened through to purlins along purlins Tool, per manufacturer's published instructions. ksi steel purlins spaced max. 60-inch O.C. fastened Existing min. 15/32-inch plywood atop min. Drill-Tec #14 (min. 1.05-inch embedment) and 12-inch o.c. EverGuard TPO bonded to Drill-Tec Rhinogond TPO %HD R-174. Nominal 2 x 8 inch lumber supports spaced One or more layers, any Drill-Tec Rhinogond TPO XHD Plates are along wood Plates with Rhinogond Portable Bonding Tool, per 30.0 max. 96-inch o.c. combination, loose laid fastened through to wood supports supports manufacturer's published instructions. Existing min. 15/32-inch plywood atop min. One or more layers, any Drill-Tec #14 (min. 1.05-inch embedment) and 12-inch o.c. EverGuard TPO bonded to Drill-Tec Rhinogond TPO XHD R-175. Nominal 2 x 8 inch lumber supports spaced combination, min. 2-inch Drill-Tec Rhinogond TPO XHD Tread Safe along wood Tread Safe Plates with Rhinogond Portable Bonding 30.0 max. 96-inch o.c. total thickness, loose laid Plates are fastened through to wood supports supports Tool, per manufacturer's published instructions. Existing standing seam orlap seam metal One or more layers, any Drill-Tec Purlin Fasteners and Drill-Tec 12-inch o.c. EverGuard TPO bonded to Drill-Tec Rhinogond TPO XHD roof covers having min. 16 gauge (0.0598 combination, preliminarily Rhinogond TPO XHD Plates are fastened Plates with Rhino0ond Portable Bonding Tool, per 37.5 R-176. inch), 50 ksi or min. 12 gauge (0.105 in.), 36 fastened through to purlins along purlins manufacturer's published instructions. ksi steel purlins spaced max. 60-inch o.c. Existing standing seam or lap seam metal One or more layers, any Drill -Tel Purlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec RhinoBond TPO XHD roof covers having min. 16 gauge (0.0598 combination, min. 2-inch Rhinogond TPO XHD Tread Safe Plates are 12-inch o.c. Tread Safe Plates with Rhinogond Portable Bonding r -37.5 R-177. inch), 50 ksi or min. 12 gauge (0.105 in.), 36 total thickness, preliminarily fastened through to purlins along ourgou Tool, per manufacturer's published instructions. ksi steel purlins spaced max. 60-inch o.c. fastened Existing standing seam or lap seam metal One or more layers, any Drill-Tec Purlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec Rhinogond TPO XHD roof covers having min. 14 gauge (0.0747 combination, preliminarily RhinoBond TPO XHD Plates are fastened 18-inch o.c. Plates with Rhinogond Portable Bonding Tool, per 37.5 R-178 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 fastened through to purlins along purlins manufacturer's published instructions. ksi steel purlins spaced max. 60-inch o.c. Existing standing seam orlap seam metal One or more layers, any Drill -Tel Purlin Fasteners and Drill-Tec EverGuard TPO bonded to Drill-Tec Rhinogond TPO XHD roofcovers having min. 14 gauge (0.0747 combination, min. 2-inch Rhinogond TPO XHD Tread Safe Plates are 18-inch o.c. Tread Safe Plates with Rhinogond Portable Bonding 37.5 R-179. inch), 50 ksi or min. 12 gauge (0.105 in.), 36 total thickness, preliminarily fastened through to purlins along purlins Tool, per manufacturer's published instructions. ksi steel purlins spaced max. 60-inch o.c. fastened Existing min. 15/32-inch plywood atop min. Drill -Tel #14 (min. 1.05inch embedment) and 24-inch o.c. EverGuard TPO bonded to Drill-Tec RhmoBood TPO XHD R-180. Nominal 2 x 8 inch lumber supports spaced One or more layers, any Rhinogond TPO XHD Plates are along wood Plates with Rhinogond Portable Bonding Tool, per 37.5 max. 48-inch o.c. combination, loose laid fastened through to wood supportsfastenedgPP supportsPP manufacturers published instructions. Existing min. 15/32-inch plywood atop min. One or more layers, any Drill-Tec #14 (min. 1.05-inch embedment) and 24-inch o.c. EverGuard TPO bonded to Drill-Tec Rhinogond TPO XHD R-181. Nominal 2 x 8 inch lumber supports spaced combination, min. 2-inch Drill-Tec Rhinogond TPO XHD Tread Safe along wood Tread Safe Plates with RhinoBond Portable Bonding 37.5 max. 48-inch o.c. total thickness, loose laid Plates are fastened through to wood supports I supports Tool, per manufacturer's published instructions. Existing standing seam or lap seam metal One or more layers;any Drill:TE, HE Had Purlin Fasteners and Drill- EverGuard TPO bonded to D II Te RhinoBond TPO XHD I rfit?f V,,v! 9 fR..n 7itn f. 45..0-1 (0.Ci„^:p L'di9i(i`flfitidfi, pfell:r indriiy Tec Rhinogond fPO XHD Plates are fSstaa I :2-.n h o:c. PISF! with RYlfidfidnd Portable F1 d fig Id01, iilf 45.0 inch), 50 ksi or min. 12 gauge (0.105 in.), 36 fastened through to purlins along purlins manufacturers published instructions+ ksi steel purlins spaced max. 60-inch o.c. N9M6 FfGr M Evaluation Report 0150b.09.05-R33 for F69293=R32 Certificate of Authorization #32455 Bie B0lfian (260) PAC NON10141 NALUAfiON Revision 33: 12/17/2018 Prepared by: Robert Nieminen, PE-59166 GAF EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 98 of 101 Z. Ita• I T'00-F r CjLaMf_A7VWsue.Yrcz mc. FL.CERT. OF AUTH.# 31333 Alpha Roofing & Sheet Metal, LLC April 22, 2019 1477 West Gore Street RE-19-086-401aoc Orlando, Florida 32805 Re: In -Progress & Final Roof Inspections 401 Central Park Drive Sanford, FL 32771 Permit# BC19-000157 Letter of Compliance This correspondence is in reference to the recently installed TPO roof system located at 401 Central Park Drive in Sanford, Florida. The above referenced installation was done on an existing standing seam metal roof deck using a GAF 60-mil TPO roof system. Evaluation of the roof criteria and installation was done by an examination of photographs obtained from Alpha Roofing & Sheet Metal, LLC. The existing roof deck consisted of a standing seam metal roof deck, supported by 16 gauge steel purlins spaced at 60" o.c. The recover roof fastening system was designated to be a GAF 60-mil TPO RhinoBonded onto the mechanically fastened insulation plates, as per Florida Product Approval. #5293 Page 98, System No. R-182. This system has a Design Pressure of -45 psf, which exceeds the Field Pressure of -28.3 psf. The maximum roof uplift pressure was P3 Corner at -71.5 psf. Based upon this criteria; the Florida Approval calls for preliminarily fastening the flute fill & insulation using 6 fasteners per board and subsequently fastening 12.0" o.c. along the 16 gauge purlins in the Field Zone. Enhancements are required within the Perimeter & Corner Zones. Using a GAF fastening pattern recommendation, the spacing along the 16 gauge purlins was decreased to 6.0" o.c. in both the Perimeter & Corner Zones. The insulation was preliminarily attached using Drill-Tec 912 screws w/plates and secured into the purlins with Drill-Tec Purlin Fasteners and RhinoBond XHD Plates. The 60-mil GAF TPO was subsequently RhinoBonded onto the insulation plates with a RhinoBond portable bonding tool. Based upon examination of the photographs obtained from Alpha Roofing and the wind uplift pressure calculations; it is evident that the roofing system is installed as per the above -referenced Florida Product Approval, and therefore is acceptable. Note that the perimeter and corner enhancements recommended by GAF actually exceed the calculated requirements, resulting in additional strength to the roof system. All wind uplift pressures and fastening patterns for the perimeter and corner enhancements were calculated and verified by RE-CSI. RE-CSI will continue to provide consulting services upon request. If further assistance is required, or questions arise concerning this letter, please do not hesitate to contact this office. Respectfully Submitted, Digitally signed by i; Donald J Flood Donald J. Flood, P.E. t.` ' Date: Florida Registration #44847 19 23 13:032 Attachments: 1) Selected Photographs 04'00' 2) Wind Uplift Calculations cc. file 1 RE-CSI 1522 NW 113 Terrace, Pembroke Pines, FL 33026 don@re-csi.net 2.E-CSI ROOT ENGINIZIUNG C LC' LATIOA SERITCL LW. FL.CERT. OF AUTH.# 31333 Alpha Roofing & Sheet Metal, LLC 1477 West Gore Street Orlando, Florida 32805 Re: In -Progress & Final Roof Inspections 401 Central Park Drive Sanford, FL 32771 Permit# BC19-000157 April 22, 2019 RE-19-086-401-ion I) EXISTING STANDING SEAM METAL ROOF 2) PRELIMINARY FASTENING, PURUN FASTENERS, TPO 2 RE-CSI 1522 NW 113 Terrace, Pembroke Pines, FL 33026 don(&re-csi.net RE-CS1 IR gtoo ;I9y F3 fG e.G tt I7loaf s tirc arc. FL.CERT. OF AUTH.# 31333 Alpha Roofing & Sheet Metal, LLC 1477 West Gore Street Orlando, Florida 32805 Re: In -Progress & Final Roof Inspections 401 Central Park Drive Sanford, FL 32771 Permit# BC19-000157 April 22, 2019 RE-19-086-401-toy 3) PRELIMINARY FASTENING, PURLIN FASTENLRS, TP0 3 RE-CSI 1522 NW 113 Terrace, Pembroke Pines, FL 33026 don@re-csi.net RE—CSl FL.CERT. OF AUTH.# 31333 Alpha Roofing & Sheet Metal, LLC 1477 West Gore Street Orlando, Florida 32805 Re: In -Progress & Final Roof Inspections 401 Central Park Drive Sanford, FL 32771 Permit# BC19-000157 3) OVERVIEW DURING TPO INSTALLATION 4 RE-CS1 1522 NW 113 Terrace, Pembroke Pines, FL 33026 donCa re-csi.net i i f i l a• _I r April 22, 2019 RE-19-086-40t-loc R E-CS.I i i i • L _I TLOO T EMBVZ1U ING C.RLCK-USl`F2N SU"YIC- MC. FL.CERT. OF AUTH.# 31333 Alpha Roofmg & Sheet Metal, LLC April 22, 2019 1477 West Gore Street RE-19-086-401-toc Orlando, Florida 32805 Re: In -Progress & Final Roof Inspections 401 Central Park Drive Sanford, FL 32771 Permit# BC19-000157 5) TPO, INSULATION, METAL ROOF 5 RE-CS1 1522 NW 113 Terrace, Pembroke Pines, FL 33026 don@re-csi.net e III 'T Px Y• ,,.- - Ero F.,yYlk^ .. _,. .--,......qti w3e m. I! Vw C:-* , ' o s..iE y!, F,+i 1 i-