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106 sweet bay dr 19-000118S�p1TORp � KFORD BUILDING DIVISION U�y Fsr. tai'' MAR0 2019 PERMIT APPLICATION Application No:�� ' O Documented Construction Value: $ 25" o Oo Job Address: I O 4 Sw�..� �j pr- . Historic District: Yes ❑ NoEJ Parcel ID: -SoS -OAoo —0oov Residential ❑ Commercial Type of Work New ❑ Addition ❑ Alteration Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work Zt.'V( , rooC o�, AV�r*Dwt- Phone: q123 toss *;w. V�4.c_t,_; Fax: y., Title: GQ":� Email: re6. q . 6e_..4t 6 V. x:1(1 .a+✓ Property Owner Information Name rel 0.1 5'� '_J Phone: yob Io88 S6 -x) F�(. 19'qV9 Street: -" 6 'l '4 .j' -d, Resident of property?: City, State Zip: t74- 3,)'i7 Contractor Information Name e'nEL'.n " . �i�� Phone: QS U Street: 1`g!? I IBLL') J 0 A pGw City, State Zip: 4 p�ya�_ _ <- S-922-1 Name: Street: City, St, Zip: Bonding Company: Address: Fax. State License No.: CC— I � 2 8 09 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 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: 6'h Edition (2017) Florida Building Code 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. mss•. »' Signature of Owner? gent Date ., gAA�l . Se -0-11 4. %1 Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent isPersonally Known to Me or Produced ID Type of ID 10 - �r 2-20-19 Signature of Contractor/Agent Date %fit � �e l %t✓ S�� It y Print Con actor/Agent's Name 0 "Il6i�V, Signature of Notary -State of Florida Date Contractor/Agent is ZPersonally^Known to Me or Produced ID lazuVaQua.w www wwww 4r, 0014t, Notary pubic State of FWda Rebecca Burris My Commission FF 974469 Expires 03/23/2020 '4 FLOW IS FOR OFFICE USE ON d Notary s Veblic State of Ronda Thomas Vem Longroy Ex Commission 21 141386 Expires 12!2012021 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SCPA Parcel View: I1-20-30-505-OA00-0000 tPA Property Record Card PE cal. 11-20 30-505-OAOC-0000 .unrrdamenv.rwo� Proper,, AdPdaress: 106 SWEET BAY DP, SANFORD. FL 32773 Parcel Information Parcel 11-2030.505-OAOO*" Owner(s) ANFORD CITY OF__ _ Property Address 105 SWEET BAY DR SANFORD, FL 32773 Mailing PO BOX 1788 SANFORD, FL 32772-1788 Subdivision Name I HIDDEN LAKE PH 3 UNIT I Tax District S1-SANFORD DOR Use Code 82-FOREST/PARKS/REC AREAS Exemptions i BD-CITY(2007) Legal Description TRACT A HIDDEN LAKE PH 3 UNIT 1 PB 27 PGS 44 TO 47 Taxes Page 1 of 2 Value Summary Assessment Value Exempt Values Taxable Value.. 21til"Wisillum 2018 Cenmed Values Values Valuation Method Cost/Market Co"arket r 0 0 Depreciated Bldg Value B $228,570 r 41, a ®� SJWM(Samt Johns Water Management) Land Value (Market) ql .. $228,570 Land Value Ag County Bonds Legal Description TRACT A HIDDEN LAKE PH 3 UNIT 1 PB 27 PGS 44 TO 47 Taxes Page 1 of 2 Value Summary Assessment Value Exempt Values Taxable Value.. 21til"Wisillum 2018 Cenmed Values Values Valuation Method Cost/Market Co"arket Number of Buildings 0 0 Depreciated Bldg Value $228,570 Depreciated EXFT Value $0 SJWM(Samt Johns Water Management) Land Value (Market) $228,570 $228,570 Land Value Ag County Bonds 00577 LMarket Value '- $228,570 $228,570 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Ad! $0 $0 Assessed Value $228,570 $228,570 Tax Amount without SOH: $0.00 $0.00 Find Comparable Sales Save Our Homes Savings: $000 I Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value.. Frontage Depth Units County General Fund $228,570 $228,570 So Schools Building Information $228,570 $228,570 $0 City Sanford $228,570 $228,570 $0 SJWM(Samt Johns Water Management) Permit Date $228,570 $228,570 50 County Bonds 00577 $228,570 $228,570 so Sales Description TBookPage Amount nt— QualifiedVaUlmp _ No Sales Find Comparable Sales Land http://parceldetail.sepafl.org/ParcelDetailInfo.aspx?PID=l 12030505OA000000 3/5/2019 Method Frontage Depth Units I Units Price Land Value ACREAGE 0.00 0.00 12029 $19,000.00 $228,570 Building Information Permits Permit # Description Agency Amount CO Dale Permit Date 01244 STUCCO -PAINTING SANFORD $2,475 4/19/2011 00577 INSTALLATION OF A SHELTER; PAD PER PERMIT 106 SWEET BAY OR SANFORD $15,000 1/3/2008 http://parceldetail.sepafl.org/ParcelDetailInfo.aspx?PID=l 12030505OA000000 3/5/2019 (4e,' S �JJ r. �i l !� l �' i. !� ,� �, ;� ;�� ;� i' �� ,� .;� ;� ;, �� ,, �� : �� ,� :{ ,� �; �; ,, �, , �� ;; ,;� ,. __ �� ,� � . �, ; Florida Building Code Online https://www.floridabuilding.org/pr/pr app_lst.aspx Business & Professional I r SCIS Home leg In User Registration Hot Topics Submit Surcharge Stats &Facts publications contact Us SCIS Ste Map finis Search Florida d preProduct Approval n USER: public User product Approval Menu > product or Aoolratlon search > Application List Search Criteria Refine Search Code Version 2017 FL# ALL Application Type ALL Product Manufacturer Worthouse, Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Searrh Rasults - Annli.tinns FLft Tvee Manufacturer Validated Rv Statue FL21544-R1 Revision Worthouse, Inc. Steven M. Urich, PE Approved History Category: Roofing (717) 317-8454 Subcategory: Metal Roofing •Approved by DBPR. Approvals by DBPR sial be reviewed and ratified by the POC and/or Me Commission n necessary. The State of Florida, ls an WEE) employe[ rowriaht 2007-2013 State. of Fbrida.:: privacy Statement :: Accesshav Statement:: Raliand Statesman Under Florida law, emad addresses are pubic records. If you do hot want your a -mad address released in response to a public -records request, do rot sen! electron[ mall to Ns entity. Instead, contact the office by phone or by traditional mai. tlyou have any questcre, please contact 850.487.1395.'Punuant to Section 455.275(1), Florida Statutes, el October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an small address if they have one. The smalls provided may be wed for offklel communication wrth the licensee. However emal addresses are pubic record. 9 you do not wish W supply a personal address, please pmvde the Department with an email address which can be made available to Me pubic. To detertn ine i1 you are a licensee under Chapter 455, F.s., please click beQ. Product Approval Accepts: ®®®®® Credit Card Safe 1 of 1 2/20/2019, 11:54 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr__app dtLasp0parail... �. rlt fessional Regulation mksr K]S Home Ing N User Regstation Hot Topics Subms Surcharge Stats a Facts Publcatom Corxact Us KIS Ste Map finks Sea6h dbprp Product Approval Prod Pubic User Product Anoroval MPnu > Product or AopBation Seamh > Application list > AppaoHun MUH FL u FL21544-111 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Worthouse, Inc. Address/Phone/Email 3100 Arapahoe Ave, Suite 104 Boulder, CO 80303 (844)749-2555 s.klarowicz@profisystem.pl Authorized Signature Sylwester Klarowlcz s. klarowicz@profisystem. pl Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida Ucense PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2099 Validated By Steven M. Uriah, PE Validation Checklist - Hardcopy Received Certificate of Independence FL21544 R1 COI BMBM16001.1 2017 FBC Eval Report Metal Roofing fin Referenced Standard and Year (of Standard) Standard year ASTM B117 2016 ASTM G 155 2005 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL1897 2012 UL 580 2006 I of 2 2/20/2019,11:54 AM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved https://www.floridabui lding.org/pr/pr_app_dti.aspx?parain=wG... Method 1 Option D 10/02/2017 10/02/2017 10/07/2017 12/12/2017 FL 9 Model, Number or Name Description 21544.1 Supre, Dura, Eura and Ulta Metal Through -fastened, preformed, min. 26 ga. painted, steel Roof Panels panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21544 R1 II BMBM16001,1 2017 FBC Eval Report Metal Approved for use outside HVHZ: Yes Roofina final.odf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: +0/-157.5 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL21544 RS AE BMBM16001.1 2017 FBC Eval Report Metal Roofing final.odf Created by Independent Third Party: Yes Beck Nert contact Us:: 2801 Blair Stone Road, Tallaha=see FL 32399 phone: 8S0-487-1824 The State of Florida a an AA/EE3 employer. rommht 20074013 State of Florida :: Privacy Statement :: Ames=irirtv 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 pubic. records request, do not send electronic mall to this entry. Instead, contact the office by phone or by traditional mad. B you have any questions, please contact 850.487.1395. 'Pursuant to Sectlon 455.275(1), Florida statutes, effectNs October 1, 2012, dcersee , licensed under chapter 455, F.S. must provide the Department with an small address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are pubic record. B you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to the pubs. To date= his f you are a kersee under chapter 455, BS., please ckk h;g. Product Approval Accepts: MW W] ® 6Nci Credit Card Safe 2 of 2 2/20/2019,11:54 AM CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: WORTHOUSE INC. 3100 Arapahoe Ave, Suite 104 Boulder, CO 80303 (844)749-2555 www.worthouse.com Manufacturing: Poland Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, 6TH EDITION (2017) Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3.1, 1504.3.2, 1504.6, 1518.9, 1523.6.5.2.4 Properties: Wind Resistance PRODUCT DESCRIPTIONS Panel: Supre Panel Description: Through fastened preformed panels; Maximum 45.28 -inch coverage Material: Minimum 26 ga. painted steel (FY = min. 46 ksi); Shall conform with FBC Section 1507.4.3 Issued October 1, 2017 n, �.�n��.. %ate\-��n ��r. Supre Panel Dimensions BMBM16001.1 FL21544-R1 Page 1 of 9 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 Panel: Dura Panel Description: Through fastened preformed panels; Maximum 45.28 -inch coverage Material: Minimum 26 ga. painted steel (Fy = min. 46 ksi); Shall conform with FBC Section 1507.4.3 I.A/b. ua. z3n�. p WORTHOUSE INC. Metal Roofing ■I:.T' �I��II_11t^all,�ll�l�ll�lll Ilib,rf�IlrA�ry�-_— 111■�14i'.vpp�■ri�-�p/�rgpi Ibi r�/I�r✓j1�4�11��1��1�� Dura Panel Dimensions Panel: Eura Panel Description: Through fastened preformed panels; Maximum 43.34 -inch coverage Material: Minimum 26 ga. painted steel (Fy = min. 46 ksi); Shall conform with FBC Section 1507.4.3 una liJl b. IlAb. R ■�1-�,vr/�lr'�'^,nr/nr■/fir■/I,�r./n ■1 OF Eura Panel Dimensions BMBM16001.1 FL21644-R1 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 Panel: Ulta Panel Description: Through fastened preformed panels; Maximum 44.88 -inch coverage Material: Minimum 26 ga. painted steel (Fy = min. 46 ksi); Shall conform with FBC Section 1507.4.3 WORTHOUSE INC. Metal Roofing 1111111M ❑IA�IFmI�Vemmi�i�jokkml 8iir4�i�i/t N &Iso Ulta Panel Dimensions BMBM16001.1 FL21544-R1 Pace 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 WORTHOUSE INC. Metal Roofing System 1A: Direct -to -Deck Slope: Shall be in accordance with the FBC. 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. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or Underlayment any approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave, underlayment shall be wrapped over the eave and down the fascia prior to installing the drip edge metal. In the HVHZ, the valley pan shall be sealed to the undedayment on each edge with a continuous 3/4 -inch wide bead of approved sealant. 4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "10 screws per panel' for Supre, Dura and Ulta Panels or "12 screws per panel' for Eura Attachment: Panel (see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm HWH screws with 14mm O.D. sealing washers at the preformed locations; Fasteners shall penetrate the deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with section 1507.4.4 and 1506.6. Maximum Design -67.5 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 — 12:12 (Gable Roofs only) Basic Wind Speed (mph) Exposure 120 130 140 150 1 160 170 180 190 200 Zone 1 B 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 It 60 ft 60 ft :P160 C 60ft 60 It 60ft 60 ft 60 ft 60 ft 60 ft ft 50 ft D 60 ft 60 ft 60 it 60 ft 1 60 ft 60 It 60 ft 1 38 ft 21 ft Zone 2 B 602 60 ft 60 it 60 ft 1 60 ft 60 it 57 ft 40 it NA C 60 ft 60 ft 1 60 ft 60 ft 1 46 ft 1 26 it NA NA NA D 60 ft 60 ft 60 ft 40 ft 1 19 ft I NA NA NA NA Zone 3" B 60 It 60 ft 60 ft 52 ft 33 It NA NA NA NA C 60 ft 52ft 25ft NA NA I NA NA NA NA D 55 It 22 ft NA NA NA I NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on an effective wind area of 1W 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) Ke = 0.85 7) Projects with mean roof heights of greater than 60 It shall be evaluated by a licensed design professional 8) See page 8 for details for dimensions and locales of Zone 1, 2, and 3 9 VW is shown in the tables above. Design wind loads are calculated using V„ = V,,,40.6 per 1609.3.1. For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2. BMBM16001.1 FL21544-R1 Page 4 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 mri anly, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC WORTHOUSE INC. Metal Roofing System 1B: Direct -to -Deck Slope: Shall be in accordance with the FBC. 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. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or Underlayment: any approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave, underlayment shall be wrapped over the eave and down the fascia prior to installing the drip edge metal. In the HVHZ, the valley pan shall be sealed to the underlayment on each edge with a continuous 3/4 -inch wide bead of approved sealant. 4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "20 screws per panel' for Supre, Dura and Ulta Panel or "24 screws per panel' for Eura Attachment: Panel (see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm HWH screws with 14mm O.D. sealing washers at the preformed locations. Fasteners shall penetrate the deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with section 1507.4.4 and 1506.6. Maximum Design -97.5 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 —12:12 (Gable Roofs only) Basic Wind Speed (mph) Exposure 120 130 140 150 1 160 170 180 190 200 Zone 1 B 60ft60ft 60 ft 60 ft 1 60 ft 60 ft 60 ft 602 60ft C 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft6O ft D 60 it 1 60 it 1 60 ft 1 60 ft 1 60 ft 1 60 ft 60 it 60ft 60ft Zone 2 B 60 ft 60 ft 60 It 1 60 ft 1 60 ft 1 60 ft 60 ft 60 ft 60 it C 60 ft 60 It 60 it 1 60 ft 1 60 It 1 60 ft 1 60 It 52 ft 31 it D 60 ft 60 ft 60 it 60 It 1 60 ft 1 60 It 40 ft 22 ft NA Zone 3^ B 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 52 ft 36 ft NA C 60 ft1 60 It 60 ft 60 ft 1 40 ft 22 It NA NA NA D 60 ft 1 60 ft 60 it 35ft 1 19 ft NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on an effective wind area of 10ftor 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 8 for details for dimensions and locales of Zone 1, 2, and 3 9 V„ n is shown in the tables above. Design wind loads are calculated using V,w = Vw,40.6 Per 1609.3.1. "For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2. BMBM16001.1 FL21544-R1 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 WORTHOUSE INC. Metal Roofing System 2A: Batten/Counter Batten Slope: Shall be in accordance with the FBC. 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. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall Underlayment: be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or any approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave, underlayment shall be wrapped over the save and down the fascia prior to installing the drip edge metal. Counter Batten: 1x4 No. 2 SYP lumber laid maximum 24 -inch o.c. over the plywood deck trusses/rafters and perpendicular to the save 2x4 No. 2 SYP lumber installed 14 -inch o.c. and perpendicular to the counter batten. Two (2) Batten: 3.5' x #10 stainless steel deck screws installed at each batten/counter batten intersection through plywood deck into the wood trusses/rafters. 4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "5 screws per panel" for Supre, Dura and Ulta Panels or "6 screws per panel" for Eura Panel Attachment: (see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm HWH screws with 14mm O.D. sealing washers at the preformed locations. Fasteners shall penetrate the deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with section 1507.4.4 and section 1506.6. Maximum Design -116.25 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 — 12:12 (Gable Roofs only) Basic Wind Speed (mph) Exposure 120 130 140 150 1 160 170 180 190 200 Zone 1 B 60 ft 60 ft 60 It 60 ft 1 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 1 60 ft 1 60 It 1 60 ft 60 It 60 ft 1 60 ft D 60 ft 1 60 ft 1 60ft 1 60 ft 1 60 It 1 60 ft 1 60 ft 1 60 ft 1 60 ft Zone 2 B 60260ft 1 60 ft 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft C 60 ft 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 It 1 60 ft 1 60 ft D 60 ft 60 ft 1 60 ft 60 ft 60 It 60 ft 60 it 60 ft 33 ft Zone 3" B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft 60 ft 48ft C 60 ft 60 ft 1 60 It 60 ft 60 ft 52 ft 30ft 19 ft NA D 60 ft 60 ft 1 60 ft 60 ft 46 ft 22 ft NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on an effective wind area of loft' 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 8 for details for dimensions and locales of Zone 1, 2, and 3 9 V„ n is shown in the tables above. Design wind loads are calculated using V„d = V,,,40.6 per 1609.3.1. For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2. BMBM16001.1 FL21544-R1 Pane 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 WORTHOUSE INC. Metal Roofing System 2B: Batten/Counter Batten Slope: Shall be in accordance with the FBC. 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. Installed in accordance with FBC requirements. In the HVHZ, the minimum undedayment shall Undedayment: be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or any approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave, underlayment shall be wrapped over the eave and down the fascia prior to installing the drip edge metal. Counter Batten: 1x4 No. 2 SYP lumber laid maximum 24 -inch o.c. over the plywood deck trusses/rafters and perpendicular to the eave 2x4 No. 2 SYP lumber installed 14 -inch o.c. and perpendicular to the counter batten. Two (2) Batten: 3.5" x #10 stainless steel deck screws installed at each batten/counter batten intersection through plywood deck into the woad trusses/rafters. 4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "10 screws per panel" for Supre, Dura and Ulta Panels or "12 screws per panel" for Eura Panel Attachment: (see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm HWH screws with 14mm O.D. sealing washers at the preformed locations. Fasteners shall penetrate the deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with section 1507.4.4 and Section 1506.6. Maximum Design -157.5 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 —12:12 (Gable Roofs only) Basic Wind Speed (mph) Exposure 120 130 140 150 1 160 170 180 190 200 Zone 1 B6011 60 ft 6011 6011 1 60 ft 60 ft 60 ft 6011 6011 C 60 it1 60 ft 1 60 It 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft D 6011 1 6011 1 6011 1 6011 1 6011 1 6011 1 60 ft 6011 1 60 ft Zone 2 B 6011 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 it 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 6011 60 ft D 60 it 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 3" B 6011 6011 6011 6011 6011 6011 6011 6011 6011 C 60111 6011 1 60 ft 60 it 60 ft 6011 60 ft 60 ft 48 ft D 1 6011 1 6011 1 6011 1 6011 1 6011 1 60 ft 60 ft 36 ft 20 it Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on an effective wind area of 1011' 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 11 shall be evaluated by a licensed design professional 8) See page 8 for details for dimensions and locales of Zone 1, 2, and 3 9 V„¢ is shown in the tables above. Design wind loads are calculated usingVw = V",40.6 er 1609.3.1. 'For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2. BMBM16001.1 FL21544-Rt Paqe 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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. Gable CREEK TECHNICAL SERVICES, LLC Hip Ia\ X WORTHOUSE INC. Metal Roofing 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 3fi. 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 1511 outside the HVHZ and Section 1521 inside the HVHZ. 4. Installation of the evaluated products shall comply with this report, the FBC 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. REFERENCES Enti Reoort No. Standard Year PRI Construction Materials Technologies (TST5878) BDMT-001-02-01 UL 1897 2012 UL 580 2006 TAS 125 2003 PRI Construction Materials Technologies (TST5878) BOMT-001-02-02 UL 1897 2012 UL 580 2006 TAS 125 2003 PRI Construction Materials Technologies (TST5878) BDMT-002-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) BDMT-00402-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) BDMT-005-02-01 ASTM G 155 2005a TAS 110 2000 PRI Construction Materials Technologies (TST5878) BDMT-006-02-01 ASTM B 117 2016 TAS 100 2000 BMBM16001.1 FL21544-R1 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. 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 COMPLIANCE STATEMENT WORTHOUSE INC. Metal Roofing The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ,�.�;c 2017.10.01 No 74021 17:17:12 :9 • STATE OF ;:k/:+� —04'00' Zachary R. Priest, P.E. ONA' % Florida Organization No.IA E96 1on No. 021 CERTIFICATION OF INDEPENDENCE 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. APPENDICES APPENDIX A— Fastening Patterns (6 pages) BMBM16001.1 FL21544-R1 Page 9 of 9 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 WORTHOUSE INC. Metal Roofing APPENDIX A I SuDre Panel Fastenina Patterns I "5 screws per panel" "10 screws per panel" with one (1) fastener at each indicated location. "20 screws per panel" with two (2) fasteners at each indicated location BMBM16001.1 FL21544-Rl Page 1 of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 BUDMAT Metal Roofing APPENDIX A BMBM16001.1 FL21544-Rt Page 2 of 6 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. 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 BUDMAT Metal Roofing APPENDIX A "6 screws "12 screws per panel" with one (1) fastener at each indicated location. "24 screws per panel" with two (2) fasteners at each indicated location BMBM16001.1 FL21544-Rl Page 3 of 6 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. 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 BUDMAT Metal Roofing r11:1WIMI EI9 "5 screws "10 screws per panel" with one (1) fastener at each indicated location. "20 screws per panel" with two (2) fasteners at each indicated BMBM16001.1 FL21544-R1 Page 4 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 BUDMAT Metal Roofing APPENDIX A Batten/Counter Batten Fastening Patterns 4.8mm x 35mm HWH screws with 14mm Budmat Panel O.D. sealing washer r 1 x4 No. 2 SYP lumber Counter Batten �r� 2 x4 No. 2 SYP lumbar Batten Min. 15132 plywood deck Undedayment 3.5' x #10 stainless steel deck screw Supre Panel to Panel Connection F l� r ✓�� J Z /T Dura Panel to Panel Connection 4 3 <!2 1 BMSM16001.1 FI21544-Rt Page 5 of 6 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. 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 to Panel Connection FA Ulta Panel to Panel Connection BMBM16001.1 117 END OF REPORT FL21544-R1 BUDMAT Metal Roofing APPENDIX A 6 of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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. Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019022814 Book:9308 Page: 1145; (1 PAGES) RCD: 3/5/2019 11:27:03 AM REC FEE $10.00 I IQ THIS INSTRylfpEyT PREPAf3�D aYP Name _ ufi</'Y /3e.a..l� /L� .60' 3 Address NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number Parcel to Number aRTIFIEDCOPY GRANTMALOY CLERK THE CIRCUIT COURT r.31 MI E TY, FLORIDA `.i'%�>i•' DE�1TY CL RK Dire MAD fl Ei Z4 -30-10-'57— 0AOO-0000 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 GENERAL DESCRIPTION OF IMPROVEMENT OWNER Address A/. Xr V4� Fee Simple Title Holder (If other than owner) Name Address Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713 13(1)(b) Florida Statutes Name In addition to himself Owner To receive a copy of the Lienor a Notice as Pmwded in Section 71313(1)(b) Florida Statutes Expiration Date of Notice of Commencement (The expiration date he 1 year from 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 IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge and belief / s Svmdua Owner's PmtodNe e Flonda Statute 713 13(1)(g) The own mum sign the m of commencement and no one dee nay be p=Mdd (oven in Ns w her goad State of County of aSaiml..I.ld�1 The f fie omCJ g Instrument was acknowledged before me this o' day of byO.KQi1if, r -i( Who is personally k con to me kr Name otyemn making statement OR who has produced identification ❑ type of Identification produced „far w NIxNy Pubao Stets of Fbdda L%LRaWb%e'�= Burdsy CommonFF874489 ekuOL23." omrysigmw