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Home My WebLink AboutSUBMITTED PAPERSDATE: FEES RECEIPT #: Permit #: 0 Planning & Development Services Department e _ Building & Code Regulation Division n , 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 . ` Tel. 712462-1553 4% APPLICATSEEION FOR �ROOFSPERMIT 0o11��y 1. Location/Site Address: _ � �� i% r 2. Parcel ID Number: 1 ? (5 615 Goo j Office Use Only Section aship Range Map Page Zoning Land Use Initials 3. Description of Projector Work Activity: I Q Y kt= - 4. Total Roof Area (square feet): iJ 5. Roof Pitch: 0 7- 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen] Other ( ] Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached * * Roof Mitigation per F.S. 553.844 will be required. 7. Owner Informatio 8. Contractor Information Name: o, akt C FL Reg/Cent #: Address: rn ku VI, J'00—County Cert #: 0570 City: it State: t% Business Name: 9)ao� leooAe>' Zip: Phone: I — 11126 Cell Phone: q % 3 6 / l % 9. Value of Construction: $ �� ( rz 00 **Note Dry -in and Final Inspection Required. Additional inspection maybe required per Product Approval. CONTRACTOR/OWNEWS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be K\ done in compliance with all applicable laws regulating construction and zoning. W01, Q1ffALIF1ERS/O RS NAME ATUTIE OF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF �n ACKNOWLEDGED BEFORE ME THI DAY OF 20 f , BY 7" PERSONALLY IN IiVAi� TO ME OR CED __ ll AS IDENTIFICATION V SJ1G9ATURE OF NOTARY TYPE OR PRINT NAME OF OTARY ; pgPRY PUB��Seal) DAWN MILONE _ + + �; Notary Public - State, of Florida COMIVIISSIONNUMBER '_« + e° My Comm. Expires. Mar 22, 2017 o�°• Commission # EE6%, NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENC lv-ley' HN h� G. FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBT ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26t2010 Planning & Development Services Building & Code Regulation. Division 2300 Virginia Avenue Fort Pierce, FL 34982 7727462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # 1 ��) •� f I licensed as a(n)Contractor*/Engineer/Architect (Please print name &circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about f - H — / 3 , I did personally inspect the roof deck nailing (Date) work at: ( � r P,� �� d'3� h IC%��Y�reFL ?� � (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal STATE OF FLORID �iLf'i COUNTY OF by ad b�fore this _� day of U-i G/feWho is personally License # ) - 20-,L. or who has produced Notary Public, State of Florida Signature of Notary, Commission Number:. En 01/19/2011 �•�yP�,, DAWN MILONE Notary Public - State ofj •° My Comm. Expires. Mar 2 Commission # EE 87 %eO;� ��p�` Bonded Through National Not NOTICE OF COMMENCEMENT Permit No. State of Florida County of St. Lucie Tax Folio No. 1:31 3c50 2 Go 15 WV 3 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. p �% Legal Description of Property:and str et address if available): Mol j(,� al 1 ' S -�/" 0'�Se L D� g 1 Q (� /$ N� ( r11��8q T l�Tl General description of improvement: A.U) 968C Owner information or Lessee information if the Lessee contracted for the improvement: Name li Address Q f $Ql e-cr A u v% � Interest in property: O k_a; Y►t r tr: Z7 C.nl -� v Name and address of fee simple titleholder (if different from Owner listed above): , Contractor's Name: R -►U11r r- PCON C to c Contractor Address:-86OLi G",-q-e5r az 3;1961 Phone Number: ;!7Z q 73 Gl 9 % W x Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ — f; Name and address: Phone number: n T W -n Lender Name: Phone Number: o } Lender's address: ` 'm r, Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided bySei 713.13(1) (a)7., Florida Statutes: Name: Phone Number: n O Address: c In addition to himself or herself, Owner designates of to receive a copy Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 yearfrom the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT -WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I decl that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledg4*qnd belief. , (Signature of Owner or Lessee, rwner's or Lessee's Authorized Officer/Director/Partner/Manager n Wi)-e� (Signatory's Title/Office) The foregoing instrument was acknowledged before me this day off.► 20�. By R,5040 �0.2e/Iles Name of Person as 0 1, for Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Pe vRICHARD NEWLAND or produced Identification (Signature of Notary Public - State of Florida) (wBonded MY COMMISSION �►MW71b (Print, Type, or Stamp Commissioned Name ofic) EXPIRES: MAR 13. 2017 Type of Identification produced through 1st 80 Insurinse Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Ronald Hazellief Record: 1 of «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 5011 Deer Run Dr ParcellD: 1313-502-0015-000-3 ;; �_V�C'E�0G Sec/Town/Range: 18:34S :40E Account#: 4900 Map ID: 14/18N Use Type: SF Res Zoning: RS-4 City/Cnty: Saint Lucie County ' Ownership and Mailing Legal Description Owner. Ronald Hazellief Patrice N Hazellief HOLIDAY PINES S/D-PHASE III- LOT438 (MAP 14/18N) (OR 3586- Address: 5011 Deer Run Dr 1022) Fort Pierce FL 34951 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 156100 Land Value: 28500 Acres: 0.66 12/3/2013 244000 0001 WD 3586 / 1022 Assessed: 156100 Building Value: 127600 2/6/2004 57500 00 WD 1896 / 1545 Ag.Credit: 0 Finished Area: 2036 SgFt 2/15/2002 30000 00 WD 1494 / 0460 Exempt: 1/20/1999 17500 01 WD 1200 / 0355 Taxable: 6/5/1998 100 01 CT 1152 / 2042 Taxes: 3161.37 9/19/1994 18000 01 WD 0922 / 1759 10/28/1993 100 01 CT 0868 / 2432 7/26/1989 88000 02 WD 0683 / 1506 BUILDING INFORMATION Exterior Features View: RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HB - HB YearBlt: 2005 Frame: Grade: B - B EffYrBlt: 2005 Prime Wall: BS - CB Stucco StoryHght 0010 -1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrodHotAir AvgHt/FI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A1C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth DWBP - Drive-BrkPav Y 1 1512 AV AV 2005 1 0100-SF Res GFI -Front Ft 102.51 281.26001 FEN4 - CHAINLINK4' Y 1 252 AV AV 2006 SWAV - RES POOL AVG Y 1 288 AV AV 2008 PA02 - POOL DK-GOOD Y 1 284 AV AV 2008 SPA - SPA -HOT TUB Y 1 24 AV AV 2005 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=131350200150003 12/31/2013 J 1 ROLM BUILDING ROOF LAYOUT SCALE: N.T.S. 7Ar 7Ar A F jAr COMPONENT & CLADDING DESIGN PRESSURES: ROOF LOCATION ACTUAL ALLOWABLE ZONE 1 FIELD -29.2 PSF -97.5 PSF ZONE 2 PERIMETER -62.4 PSF -97.5 PSF ZONE 3 CORNERS -88.1 PSF -97.5 PSF WOOD DECKING: 15/32" (MIN.) PLYWOOD OR WOOD PLANKING @ 24" O.C. SPANS ATTACHED WITH 8d RING SHANK NAILS OR #8 X 2" SCREWS @ 8" O.C. MAX. IN THE FIELD & 8" O.C. MAX. AT THE PERIMETER W/ PEEL-N-STICK UNDERLAYMENT. CALCULATIONS BASED ON THE ROOFING APP. STANDARD (RAS117) "24 GA. DMC 100NS SNAP LOCK STANDING SEAM" ROOFING ATTACHMENT: #10-13 X 1" PHW S.S. SCREWS AT MAX. SPACING OF 10-1/2" O.C. @ THE CORNERS & PERIMETER & 10-1/2" O.C. THROUGHOUT (BASED ON FLORIDA PRODUCT APPROVAL #FL16639.1). *ALL FASTENERS ARE THROUGH THE INTEGRAL NAIL STRIP- ZONEI: ALLOW. UPLIFT = -97.5 PSF > ACTUAL = -29.2 PSF ZONE 2: ALLOW. UPLIFT = -97.5 PSF > ACTUAL = -62.4 PSF ZONE 3: ALLOW. UPLIFT = -97.5 PSF > ACTUAL = -88.1 PSF NOTES: 1. ROOFING OVER EXISTING WOOD DECK. 2 1Q Q Q , 10 Q 2. INSTALL FASTENERS PER REQUIRED FREQUENCY LISTED ABOVE FOR WOOD DECKING & ROOF COVER. 3. FOLLOW ALL LOCAL & REGIONAL ORDINANCES. 4. USE FASTENERS AS PER REQUIRED Q 03 MANUFACTURERS SPECIFICATIONS & FL# 1. ALL D 5. ALL DIMENSIONS ARE TO BE VERIFIED BY 3 Q 3� 3 JA� CONTRACTOR. ROOFZONES SCALE: N.T.S. DESIGN CRITERIA:®. a 2010 FBC z ASCE 7-10 v WIND LOAD: 160 MPH a(ulZ:. 124 MPH (Va WIND BORNE DEBRIS R .-'- MEAN ROOF HEIGHT: < 1V �--' ENCLOSED ROOF CONDITI! K//7'I RISK CATEGORY II EXPOSURE: "C" ADJUSTMENT FACTOR: 1.21 GCPI: +/- 0.18 END ZONE (A): 5.6' REVISIONS E Z .U7 Z 6 p-0o F Z mu Z cu z10 �U�E ooa .J za°Q s U a> Uz3h z ' z0 Boa r r C F y WW O W 2��-. Z0xo o `u o z �§� i o - a � p.' a 013 �v. DRAWN JANUA Y2.201 QY JASON W. S In lTi7A73.2571- SCALE - AS SHOWN SHEET S-1 t \ FjoridaBi ilding Code Online zs s i 1. ]i I i .......`.� •.:::'�' 1.09 InUser Fte9��Uon.l "Hot Topicsl Submit surcharge gQS Home Bushes-,� 1 �y� Product Approval c,' tx.=? xi USER: pubric User -- F RAE Fr gq� &Fads publications Staff 5CIS 5ite Map Uoks 'Search ' MAUSsl0na s mat F,h=�u > ?=Giuct of A .niica�t� > n APPIiWUon Wait z FL # New , Application Type 2010 Code Version Approved Application Status Comments f Archived Drexel Metals, Inc. Product Manufacturer 204 Railroad Drive Address/Phone/Email Nyland, PA 18974 (502) 303-1511 jshumate@drexmet.com Jason Shumate Authorized Signature jshumate@drexmet.com Technical Representative Address/Phone/Email Quality Assurance Representative address/Phone/Email Roofing Category Metal Roofing Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R! Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Zachary R. Priest PE-74021 Architectural Testing, Inc. 12/31/2014 Locke Bowden :;i� validation checklist - tlaracopy Received FL16639 RD COS Evaluation Report DRX13006 24 cia. Dr•9C 10ONS.odf Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code 1-- 11 ,v • • • .. -. Florida Building Code Online Product Approval Method Date Submitted Date Validated Method 1 Option D 10/25/2013 10/25/2013 Page Y. or Y. FL # Model, Number or Name D cription 16639.1 24 ga. DMC 10ONS Sn p lock standing seam panel with Integral perforated nail St 1p Limits of Use tinstallation Instructions Approved for use in HVHZ: Yes FL16639 RD II Lvaivatiun R-Poll DRX13006 24 qa Di,IC Approved for use outside HVHZ: Yes IODPIS.ndf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-135 Created by Independent Third Party: Yes Other: See evaluation report for limits se. Evaluation Reports FL16639 RO Evaluation ReportDRX13006 24 ga DIJC _AE 100NS�Ddf Created by Independent Third Party: Yes 16639.2 24 ga. DMC 450 Snap lock standing seam panel with concealed clip Limits of Use Approved for use in HVHZ: No Installation Instructions FL16639 RO II Evacuation Reoort DRX13005 24 ea. DI -IC 45_ 0, adf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-82.5 Other: See evaluation report for limits of use. Evaluation Reports FL16639 R0 AE Evaluation Regor t Di%{130'05 24 qd. DHC 40.df Created by Independent Third Party: Yes Bade Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: sccuritv,.,. http ://www. floridabuilding. org/prlpr_app_dti. aspx?param=wGEVXQwtDgsHepng4%2fS... 12/31 /2013 W L4"c7 ��f7 TECHNICAL, SERVICES, L..L.0 EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: PRODUCT DESCRIPTION DMC 100NS Profile: Description: Material: Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2010 FLORIDA BUILDING CODE DREXEL METALS, INC. Issued October 25, 2013 1234 Gardiner Lane Louisville, KY 40213 (502) 716-7143 www.drexmet.com Drexel Metals Association of Regional Manufacturers (DM -ARM) Architectural Testing, Inc. (QUA1844) Roofing Metal Roofing 1504.3.2, 1518.9, 1523.6.5.2.4 Wind Resistance, Wind -Driven Rain, Physical Properties 1 in. ribs; 16 in. coverage Non-structural, snap lock standing seam roof panel with integral perorated nail strip Min. 24 ga. TRINARS or CERAM-A-STAR® coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 16" 1" y DRX13006 FL 16639.1 Page 1 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. =, CREEK TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES DREXEL METALS INC. 24 ga. DMC 100NS DMC 100NS — Detail A Slope: 2:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance with FBC Section1507.4.2 Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed as described in RAS 115 Section 4 #10-13 x min. 1 in. PHW screws at max. 10-1/2 in. o.c. along the perforated nail strip. Attachment: Fasteners shall penetrate sheathing a min. 3/8 in. and must be corrosion resistance in accordance with section 1507.4.4. Maximum Design -97.6 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 DMC 10ONS PANEL-----..---__ #10 -13 x V PHW-..,. Maximum Mean Roof Heights for Gable Roofs Slopes 2:12 — 6.1:12 Exposure Basic Wind Speed (mph) 120 130 140 150 1 160 170 180 190 200 Zone 1 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft Zone 2 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 20 ft NA D 60 ft 60 ft 60 ft 60 ft 60 ft 30 ft 15 ft NA NA Zone 3 B 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 30 ft NA NA C 60 ft 60 ft 60 ft 30 ft 15 ft NA NA NA NA D 60 ft 60 ft 30 ft NA NA NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the 2010 Florida Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8 See page 5 for details for dimensions and locales of Zone 1, 2, and 3 DRX13006 FL 16639.1 Page 2 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r.z. CREEK y' TECHNICAL SERVICES, LLC DREXEL METALS INC. 24 ga. DMC 10ONS DMC 100NS —Detail B Slope: 2:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance with FBC Section1507.4.2 Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed as described in RAS 115 Section 4 #10-13 x min. 1 in. PHW screws at max. 5-1/4 in. o.c. along the perforated nail strip. Attachment: Fasteners shall penetrate sheathing a min. 3/8 in. and must be corrosion resistance in accordance with section 1507.4.4. Maximum Design -120 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 DMC 1OONS PANEL-----.._ ..... _ i #10-13x1"PHW...._...... -... Maximum Mean Roof Heights for Gable Roofs Slopes 2:12 — 6.1:12 Exposure Basic Wind Speed (mph) 120 130 140 150 J 160 170 1 180 1 190 200 Zone 1 B 60 ft 60 ft 60 ft 60 ft 60ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft ±60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft 60 ft Zone 2 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 30ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 25 ft 15 ft Zone 3 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 30 ft C 60 ft 60 ft 60 ft 60 ft 50 ft 25 ft 15 ft NA NA D 60 ft 60 ft 60 ft 40 ft 20 ft NA NA I NA NA Notes: 1) Exposure category for the structure location shall be as defined in the 2010 Florida Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Ka = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8 See page 5 for details for dimensions and locales of Zone 1, 2, and 3 DRX13006 FL 16639.1 Page 3 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DREXEL METALS INC. 24 ga. DMC 100NS DMC 100NS — Detail C Slope: 2:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance with FBC Section1507.4.2 Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed as described in RAS 115 Section 4 Two (2) #10-13 x min. 1 in. PHW screws at max. 5-1/4 in. o.c. along the perforated nail strip. Two (2) 3/16 in. wide, continuous beads of Bostik 70-05A adhesive placed along Attachment: front and back of male seam prior to engaging panels as shown below. Fasteners shall penetrate sheathing a min. 3/8 in. and must be corrosion resistance in accordance with section 1507.4.4. Maximum Design -135 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 �__.......DIVIC 10ONS PANEL BOSTICK 70-O5A (2 - 3115" BEADS) 10 - 13 x 1" PHW Maximum Mean Roof Heights for Gable Roofs Slopes 2:12 — 6.1:12 Exposure Basic Wind Speed (mph) 120 130 140 150 1 160 170 180 190 200 Zone 1 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 50 ft 1 30 ft Zone 3 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40ft C 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 25 ft 15 ft NA D 60 ft 60 ft 60 ft 60 ft 40 ft 20 ft NA NA I NA Notes: 1) Exposure category for the structure location shall be as defined in the 2010 Florida Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8 See page 5 for details for dimensions and locales of Zone 1, 2, and 3 DRX13006 FL 16639.1 Page 4 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J � CREEK TECHNICAL SERVICES, LLC Gable Hip X DREXEL METALS INC. 24 ga. DMC 100NS V 1 3 2 al lal Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3ft. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) DMC-014-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-016-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) AKZC-003-02-01/02 ASTM B 117 2002 PRI Construction Materials Technologies (TST5878) AKZC-003-02-01/02 TAS 110 2000 PRI Construction Materials Technologies (TST5878) AKZC-003-02-03/04 ASTM G 26' 1996 PRI Construction Materials Technologies (TST5878) AKZC-003-02-03104 TAS 110 2000 'ASTM G 26 was superseded by ASTM G 155. LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3. Reroofing shall be in accordance with FBC Section 1510 or Section 1521 within the HVHZ. 4. Installation of the evaluated products shall comply with this report, the FBC and RAS 133 in the HVHZ, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. DRX13006 FL 16639.1 Page 5 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. � CREEKDREXEL METALS INC. 24 ga. DMC 100NS TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein have demonstrated compliance with the 2010 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. ? J NO 74}0{2' 1 i. • JJI _ i Y • � STATE OF .0 R I'D NA iMolo�N�,o`. CERTIFICATION OF INDEPENDENCE Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT DRX13006 FL 16639.1 Page 6 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.