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2399 OCEAN BREEZE CT - SHUTTER PERMIT rJJs"` „,,,, CITY OF ATLANTIC BEACH ' ~ � 800 SEMINOLE ROAD KV �� ATLANTIC BEACH, FL 32233 � INSPECTION PHONE LINE 247-5814 ' -_,_01/19,- RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-RAAR-2841 Job Type: RESIDENTIAL ALTERATION Description: ROLL UP SHUTTERS AND ACCORDIAN SHUTTER Estimated Value: $15,227.00 Issue Date: 1/4/2017 Expiration Date: 7/3/2017 PROPERTY ADDRESS: Address: 2399 OCEAN BREEZE CT RE Number: 168908-8220 PROPERTY OWNER: Name: MARCO, DAVID Address: 2399 OCEAN BREEZE CT GENERAL CONTRACTOR INFORMATION: Name: Atrium Windows and Doors, Inc. Timothy Ronald Robinson, CRC1326985 Address: 4800 SW 51St ST #100 Phone: 904-689-7545 PERMIT INFORMATION: FEES: PLAN CHECK FEES $63.07 BUILDING PERMIT FEE $126.14 STATE DCA SURCHARGE $2.00 ISTATE DBPR SURCHARGE $2.00 Total Payments: $193.21 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C=>>` City of Atlantic Beach APPLICATION NUMBER •� BuildingDepartment 'i' (To be assigned by the Building Department.) 800 Seminole Road '"f4"�'�� Atlantic Beach, Florida 32233-5445 RG -Rraa�z - z I 1 Phone(904)247-5826 • Fax(904)247-5845 �0;tl9r Email: building-dept@coab.us Date routed: I Z/Z--C•)4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z - (o hi A _ _ --Department review required Yes No uildin Applicant: }— ZI 1., ) t ,-,; . , o)- . dot_-fanning &Zoning • Tree Administrator Project: J R O'TT .,2.,S " 1 ot.L -bp Public Works Public Utilities CCO2J c:qA Public Safety Fire Services Review fee $ Dept Signature • Other Agency Review or Permit Required Review or Receipt of Permit Verified By__ Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ,Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:/�•�....-/ C.../it...---- Date: 1 z/00Ar TREE ADMIN. Second Review: I 'Approved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 r .a, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) i 2 800 Seminole Road (CO ---k zf' • �r AtlanticBeach, Florida 32233 5445 (.O k A�a« -- `'Phone (904) 247 5826 Fax(904)247-58451zJ •Zc `,-:twil� E-mail: building-dept@coab.us Date routed: 1 ( ( 4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z.3(19 IC �\k.' &kEz -( IdDe ment review required Yes o in Applicant: --r-Rio,,,,�' LLD I ,,vnWs _No,p� 1"anning &Zoninq Tree Administrator J R C'TTEZ.S " ROLL, b p Public Works Project: - Public Utilities a C-0O26 (' A Public Safety Fire Services Review fee $ 11111111110. Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: i APPLICATION STATUS Reviewing Department I First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: /2,2 71 6 TREE ADMIN. Second Review: ['Approved as revised. I 'Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 DocuSign Envelope ID:A89E9F24-55A8-49A3-9B2C-3D33DBC50547 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904)247-5845 I �� - Rc ,R -ZV 4 Job Address: a 3q9 OCtaa bEZ£. Cou z i Permit Number: Legal DescriptionOt rJ ISO-1 L E Li-r 4 Parcel # 9.0 --Si 2 n ,o Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ lS Z29. Proposed Work heated/cooled non-heated/cooled riitencr Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door :Sl .c Use of existing/proposed structure(s)(circle one): Commercial kesidential> If an existing structure,is a fire sprinkler system installed?(Circle one): eY s No Q.%)/A) Florida Product Approval#Ft..t 'i5'l LSO i B. z For multiple products use product approval form Describe in detail the type of work to be performed: t L S T A•t_l. 1 t Au.--(AP 5 ..-rrt(.S + 4c-Ce te-bt44 3 Property Owner Information: Q� " Name: -NV C O1AL� Address: 2 Nat OC4>'ttp o(�>;f.ZE, Cr- City 47't..A,Srte. 6e-1.4 Staten-Zip 5ZZ33 Phone 4104-Gt3- SSSO E-Mail or Fax#(Optional) --* Contractor Information: \\ Company ame: krittu.rn ti)1.ODD v.3S f�o.e S Qualifying Agent: —rt.ren fQo 8L aSs•J Address: Sw StJ St Si111100 City btt-d t L State i`t_ Zip 3 33 l Office Phone 954-LAA--15*5 Job Site/Contact Number/EA-S-14-40101 Fax# ctai- State Certification/Registration# Coq C t 3 2t•g S S _ Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address CIA)) fir a .L Oto j S1 ‘?0(1 ) Fr k„f3r04.4"34A a 07PB .Com ems,,-r.y " Application is hereby made to obtain a permit to do the work and installations as indicated. I certip1hat no work or insta lotion has/commence7/rPr to� the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned foraperiod of six(6)months at any time after work is commenced. I understand that separate permits must he secured for Electrical Work,Plumbing,Signs, tells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will he complied with whether s ecif ed herein or not. The granting.of a permit does not presume to give authority t late or cancel the provisions of any other federal,state,or local law regulating construction or the performance of construction. —DocuSign.d by: Signature of Owner VAM Mme._ Signature of Contractor '---t302C9A822C21 W FC.. Print Name Lb4j MA.q-e•o _ aF.eTleotjtc Print Name -Ttv-InerRo6'wasoJ 5t6Nd`lt.rt� Sworn to and subscribed before me Sworn to and subscribed .- - me this lo`f'` Day . '.,.f-? .. _ , _ �nl(„L this Last's Day of 1 V.L . ?0 ao ,00 1/ .''' WVICKAS TAPP I - �� /� NotStair ul Fivrida tet\ T! c � .111.1 Notary Pub ' Notary Pu. :°.I �4114,„ My Comm.Expires Apr 15,2017 I , � . ._ Notary Public-State of Florida 4 -;4" ` Commission#FF 8506 n' . °M Comm. 14101W401526010 I 'a o:= y lEttRsPAp0151�010 "" '%�;oF rid;••' Commission#FF 8506 OFFICE COPY NOTICE OF COMMENCEMENT State of Florida Tax Folio No. I(a 1& gsa610 County of Duval To Whom It May Concern: A / The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 46-51 37-2S-29E OCEAN BREEZE REVISED PLAT LOT 4 Address of property being improved: 2399 Ocean Breeze Ct Atlantic Beach FL 32233 General description of improvements: Installing new Hurricane roll shutters and 1 hurricane accordion shutter Owner: David Marco Address: 2399 Ocean Breeze Ct Atlantic Beach FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): t Name: / 1 ontractor: Global Protection Products LLC A-L r t o&,1/4 1,L,�.,,�01 v')�n s p93(C Address: 4800 SW 51st Street.Davie FL 33314 .`!C E. * lop Telephone No.: 954-689-7545 Fax No: 954-689-8797 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: 1 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one(1)year fro ii •e date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE 0 ONLY OW � �"• /Signed: � .- Date: 1 Z/e I�p Before met . day of b.tEvr%S E4 . in the Countyr6 iseewo., tate Of Florida,has personally appeared b4'lib t/til4.¢.eo Notary Public at Large,State of Flor'd•,Co n ti o .:. Doc#2016288504,OR BK 17815 Page 984, My commission expires: Number Pages: 1 Personally Known: Recorded 12/19/2016 at 12:23 PM, or Ronnie Fussell CLERK CIRCUIT COURT DUVAL Produced Identification: (� ,. "r aJ° y Comm." omm. xpi COUNTY 1=.... rte,, RECORDING$10.00 F o,� ommission 506 ♦�� Owner Name: David Marco OFFICE COPY Address: 2399 Ocean Breeze Court Number of Openings to be Shuttered: 12 Number of Stories: 2 Type of Construction: Wood Frame Manufacturer: Town & Country Industries Manufacturer: Roll-A-Way by QM! Product: 6.8 Accordian Shutters Product: Roll-Up Shutters Florida Building Code #FL13757.1 Florida Building Code #FL5013.2 16 39 x 99.5 Door 15 22 x 58.25 l 14 4 I l 138.5 x 58.25 109x88 N1 3 kms== 20.75 x 48.5 20.75 x 48.5 455 x 48.5 %%% 221x358.25 12 2nd Floor 37.75 x 66 11 N/A 10 Entry 33.75 x 103.5 9 Opening#4-Accordian Shutters N/A Opening#'s 1, 2, 3, 5, 6, 10, & 12 thru 16- Roll-Up Shutters 8 7 N/A 5 6 N/A 41.5x66 132x66 Florida Building Code Online Page 1 of 3 • r:• �:!... -•-y:,.,,,�t11•:•.<. :.l;La ;',; 7ti: F:::::':y'fb'^•iY.tt.v _ ��:trr'TT1 :41b• �r5 6 '1'-' f^,xii ▪ •:F`':`r'• :5b •n�:.c�a :.i '.'{ ØJ1 eLtcV c..s:::.;._:,:<. `G� ' ' t �1:;-,:..r;r?�f s.. •. . y54 1 ,�:: p. , t � ,CC•:: �l'1vt Yit::t o�Jir)t•, jj •-,t .:,;; s:r1� . �� t� . =;,�1.•:.•.,a . t a r te•1:.! t !t 'v } :r 1 -!•`1- c�! t'- i i::`:'�i. li- .7:�`,: '1,,- t Uf. �� l �e1'1.',�' R 7 � .T't4J;ly' Florida Departmentcl BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map i Links I Search 1 Business(�b I :• «I Product Approval Professional • USER:Public User ,ec_ :} Regulation udniFelidth is Re9ubtefalrfy: Product Approval Menu>product or Application Search>Application Usf>Application Detail 1••.-::c,.:•.,.,.. ,:::: :..`>•` FL# FL13757 R5 id i� r ?; Application Type Revision Code Version 2014 OFFICE COPY Application Status Approved Comments Archived C Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute • Quality Assurance Contract Expiration Date 12/31/2016 • Validated By ORLANDO L. BLANCO, P.E. 0 Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.pdf FL13757 R5 COI Indep 3.pdf FL13757 R5 COI Indep.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 • httrvc•//flnrirlahi1 Id na ro/nr/nr ant-) pita.asnx?naram=wGBVX0wtDavt?k7v1-iMuovbmRcFi... 6/2/2016 Florida Building Code Online Page 2 of 3 • • TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2.pdf FL13757 R5 Equiv Equiv 3.pdf FL13757 RS Emily Equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 • • Summary of Products • FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwg.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable FL13757 R5 AE Eval.pdf • span/pressure combinations and additional limitations of Created by Independent Third Party:Yes • use. 13757.2 16.8 Streamline Shutter 'Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwq 2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports •• Other: See installation drawings for allowable FL13757 R5 AE Eval 2.pdf •• • span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E"for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dm 3.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports • Other: See product drawing for additional information, FL13757 R5 AE Eval 3.pdf anchorage,etc. Created by Independent Third Party:Yes 1 Back 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 mall to this entity.Instead,contact the office by phone or by traditional mail.I(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: •• • htt:ns://floridahnildinn.nru/nr/nr ann dtl.asnx?nal•am=wGFVXOwtDav>7k7vIIMuovbmRcEi... 6/2/2016 Florida Building Code Online Page 3 of 3 sccuriu•>u:rIucs • ht.tns://floridihnilclinn nrnh •/nr ann dtl.asnx?naram=wGEVXOwtDavPk7vT-TMnnvhrRcEi... 6/2/7016 PR ` `� ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT EN61NEERING EXPRESS® E)( - ET PRODUOT EVALUATION REPORT 4/2/2015 Application Number: FL13757.1-R5 EX Project Number: 15-2338 Product Manufacturer: Town&Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name&Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: o PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 titled"6.8 Accordion Shutter",sheets 1-13, prepared by Engineering Express, • signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. O TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s)#0353-1102-07 by Hurricane Test Laboratory LLC(HTL)and test report #98-016 by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05&E1996-05 and TAS 201 &203 test standards per test report(s)#0353-1102-07,#0353- 0512-09 by Hurricane Test Laboratory LLC (HTL)and test report#03-024 by Construction Testing Corporation (CTC). . • • °°` iuiuiiui. • • • o STRUCTURAL ENGINEERING CALCULATIONS,°°°° �. BEN •• Structural engineering calculations have been prepared. •.•';E ' �� evaluate the product based on comparative and/or ratii al• \. ' iginal.Engineer's Seal Valid for analysis to qualify the following design criteria: No 465 es. 1 ': through 2 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation ti • S'ATE • . V:13,1112_,01,9 4. Anchor Spacing 'yam?off ,, _ - � 5. Anchor Capacity �'•' -Ine F ..•r.ranIWID6crinardo, P.E. `QS'/C�/A00/046549 C.A.#9885 0,4 • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS" 4/2/2015 Town&Country Industries— 6.8 Accordion Shutter Page 2 of 2 • No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities.An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product Evaluation Document(i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering drawing)as noted herein. • All supporting host structures shall be designed to resist all superimposed loads and shall be of a material • listed in this product's respective anchor schedule. Host structure conditions which are not accounted for • in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). • I 111 • 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Florida Building Code Online Page 1 of 4 • FLORIOA COPARTHSNT OF �r � , Business & Professional Regulation . ., I d)W *1 rDBPR HOME ABOUT DBPR rOBFR DIVISIOftS CONTACT 0BPR Florida Departmentd SCIS Home I Log In I User Registration Hot Topics 'Submit Surcharge Stats&Facts Publications F8C Staff SCIS Site Map Links I Search Busines Q nr. Professional { "" P eRd.uti tUApproval Regulation _ t� Ucenseetfidentiy.Reguhtefalffy. Product Approval Menu>Product or Application Search>Application List>Application Detail _ 1 '• A•,�i%,- " <" FL# FL5013-R7 "2XA Application Type Revision Code Version 2014 Application Status Approved OFFICE COPY Comments Archived I.. Product Manufacturer Roll-a-way by QMI Address/Phone/Email 1661 Glenlake Avenue Itasca, IL 60143 (727) 744-5332 dfowler@qmiusa.com Authorized Signature Donald Fowler dfowler@qmiusa.com Technical Representative Donald Fowler Address/Phone/Email 1661 Glenlake Avenue Itasca, IL 60143 (630) 529-7111 dfowler@qmiusa.com Quality Assurance Representative Jim Daluga Address/Phone/Email 1661 Glenlake Avenue Itasca,IL 60143 (630) 529-7111 jdaluga@qmiusa.com Category Shutters Subcategory Roll-up 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 Donald Lynn Fowler developed the Evaluation Report Florida License PE-0050458 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Sanders Elliott Structural Engineering,LLC Validation Checklist-Hardcopy Received Certificate of Independence FL5013 R7 COI FL 5013-R3 Disclosure-Validator.pdf Referenced Standard and Year(of Standard) Standard Year E 1886-02&E1996-02 2002 E 330-02 2002 TAS 201, 202,&203 1994 https://floc•idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtU0E2x88XL%2bQ... 4/28/2016 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/21/2015 Date Validated 07/13/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/19/2015 Summary of Products FL# Model,Number or Name Description 5013.1 1138ER Roll-a-way by QMI 38mm extruded aluminum slat system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ.Span 156", +/-31 FL5013 R7 AE CTLA 2017W p.s.f., Max.span tested 144",Test p.s.f. +/-40, Large (US60ER,P55DER,1138ER,P55ER,P55TER, - Missle"C"91b @ 50Ft/s.Weakest product tested to P55ER2ND).pdf qualify the stronger with additional testing to verify span FL5013 R7 AE FL 5013-R3 Address Change Notice.pdf. charts.All span limitations are performance only and FL5013 R7 AE FL 5013-R7 revision PE Report.pdf may be limited further by choice of mounting FL5013 R7 AE HETI-99-830A B C(Removable Storm configurations. Bar).pdf PTID 5013 T ATL Report No.0126.01-00.pdf PTID 5013 T ATL Report No.0316.01-05.pdf PTID 5013 T HTL Job No.0006-0106-03.pdf PTID 5013 T HTL Job No.006-0224-03-11.pdf PTID 5013 T HTL Job No.006-0224-03-9.pdf Created by Independent Third Party: No •5013.2 AL7-E Roll-a-way by QMI single wall extruded aluminum slat with end retention screws and rails. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf ! Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +100/-100 Evaluation Reports Other: Not to be used in the HVHZ. Span 233" +/- 35 FL5013 R7 AE CTLA-201W-1 (AL7-E).pdf p.s.f., maximum +/-100 p.s.f. at span 102".All span FL5013 R7 AE FL 5013-R7 revision PE Report.pdf .limitations are performance only and may be limited FL5013 R7 AE TensileTestCTL.pdf further by choice of mounting configurations. Created by Independent Third Party: No ;5013.3 1P55DER Roll-a-way by QMI 55mm extruded PVC slat and double extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf • Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, R.E. 50458 • Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ, minimum span 37". FL5013 R7 AE 91850.01-401-44-RO.pdf Span 164", +/-10 p.s.f., Max.span tested 144",Test FL5013 R7 AE CTLA 2017W p.s.f. +/-40, Large Missle"C"91b @ 50Ft/s. Weakest (US60ER,P55DER,1138ER,P55ER,P55TER, - product tested to qualify the stronger with additional P55ER2ND).pdf testing to verify span charts. 36"span tested to+/- 287 FL5013 R7 AE FL 5013-R3 PVC Certification.pdf p.s.f..All span limitations are performance only and may FL5013 R7 AE FL 5013-R7 revision PE Report.pdf be limited further by choice of mounting configurations. FL5013 R7 AE HTL006-0106-03(P55DER).pdf Created by Independent Third Party: No 5013.4 P55ER Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions https://floridabuilding.org/pr•/pr_app_dtl.aspx?param=wGEVXQwtDgtU0E2x88XL%2bQ... 4/28/2016 Florida Building Code Online Page 3 of 4 Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes I Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports • Other: Not to be used in HVHZ.Span 164", +/-10 FL5013 R7 AE CTLA 2017W p.s.f.,Max.span tested 144",Test p.s.f. +/-40, Small (US60ER,P55DER,1138ER,P55ER,P55TER, - Missle. Weakest product tested to qualify the stronger P55ER2ND).pdf 'with additional testing to verify span charts.All span FL5013 R7 AE FL 5013-R3 PVC Certification.pdf limitations are performance only and may be limited FL5013 R7 AE FL 5013-R7 revision PE Report.pdf further by choice of mounting configurations. FL5013 R7 AE HTL 006-0224-03-11(P55ER- P55ER2ND).pdf • Created by Independent Third Party: No 1 5013.5 P55ER 2nd Roll-a-way by QMI 55mm extruded PVC slat and — _ extruded aluminum rebar system with end retention screws and tracks. Limits,of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 • Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ.Span 132", +/-17 FL5013R7_AE CTLA 2017W p.s.f.,Max. span tested 144",Test p.s.f. +/-40,Small (US60ER,P55DER,1138ER,P55ER,P55TER, - •Missle.Weakest product tested to qualify the stronger P55ER2ND).pdf with additional testing to verify span charts.All span FL5013 R7 AE FL 5013-R3 Product Evaluation.pdf limitations are performance only and may be limited FL5013 R7 AE FL 5013-R3 PVC Certification.pdf further by choice of mounting configurations. FL5013 R7 AE FL 5013-R7 revision PE Report.pdf FL5013 R7 AE HTL 006-0104-05(P55TER-P55ER2nd 72PSF).pdf FL5013 R7 AE HTL 006-0224-03-11(P55ER- P55ER2ND).pdf FL5013R7AE_HTL 006-0224-03-9(P5SER2ND).pdf • • Created by Independent Third Party: No '5013.6 P55TER Slat type [Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. • Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ.Span 144", +/-40 FL5013 R7 AE ATL 0316.01-05(P55TER).pdf p.s.f., Max.span tested 144", Large Missle"C"9Ib @ FL5013 R7 AE CTLA 2017W 50Ft/s. Weakest product tested to qualify the stronger jUS60ER,P55DER,1138ER,P55ER,P55TER, - i'with addional testing to verify span charts.All span P55ER2ND).pdf limitations are performance only and may be limited FL5013 R7 AE FL 5013-R3 PVC Certification.pdf further by choice of mounting configurations. FL5013 R7 AE FL 5013-R7 revision PE Report.pdf Created by Independent Third Party: No 5013.7 QOMPACT Roll-a-way by QMI extruded aluminum slats that cluster tightly with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No I FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes j Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +160/-160 Evaluation Reports Other: Not to be used in the HVHZ. Span 236"+/-40 FL5013 R7 AE FL 5013-R7 revision PE Report.pdf p.s.f.,maximum +/-160 p.s.f.at span 96".All span FL5013 R7 AE FTL Lab. Number 6869.pdf ;limitations are performance only and may be limited Created by Independent Third Party:Yes further by choice of mounting configurations. 5013.8 US60ER Roll-a-way by QMI 55mm double wall extruded • aluminum slat with end retention screws and tracks. • Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No '' Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ,unless equal to or less FL5013 R7 AE ATL 0126.01-00(US60 garage door).pdf than 96"wide(span)x 96"high(+/- 100 PSF).Span FL5013 R7 AE CTLA 2017W '156", +/-31 p.s.f., Max. span tested 144",Test p.s.f. +/- (US60ER,P55DER,1138ER,P55ER,P55TER, - 40, Large Missle"C"9Ib @ 50Ft/s.Weakest product P55ER2ND).pdf tested to qualify the stronger with additional testing to FL5013 R7 AE FL 5013-R7 revision PE Report.pdf ,•'verify span charts.All span limitations are performance Created by Independent Third Party: No only and may be limited further by choice of mounting configurations. https://floridabuilding.org/pr/pr_app_dtl.aspx?pal-am=wGEVXQwtDgtU0E2x88XL%2bQ... 4/28/2016 Florida Building Code Online Page 4 of 4 , I Next Contact 1.15::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::J efund Statement Under Florida law,email addresses are public records.If you do not want youra-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 mall.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: { = 1MI ® sccuritvMurnucs Credi,tsCA t.: E • 1111 4 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgtU0E2x88XL%2bQ... 4/28/2016