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WS-18-1902Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-7-1$-1902 p• Permit Type: Windows/Shutters e r ' orlf Classification: Window/Door Repiacem Permit Status: APPROVED Issue Date: 8/812018 Expiration: 02/04/2019 Parcel Number Applicant 1100 NE 108 Street Miami Shores, FL 33161- 1122320280290 Block: Lot: Owner Information Address Phone ANTHONY BROOKS Cell ANTHONY BROOKS 1100 NE 108 Street MIAMI SHORES FL 33138- (786)295-0897 1100 NE 108 Street MIAMI SHORES FL 33138- Contractor(s) Phone CeII Phone LOWES HOME CENTER INC 407/370-2872 Valuation: Total Sq Feet: $ 37,767.56 0 Type of Work: REMOVE & REPLACE No of Openings: 23 Additional Info: REMOVE & REPLACE Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $22.80 $4.95 $3.30 $7.60 $330.00 $15.00 $30.40 $414.05 Pay Date Invoice # 08/08/2018 07/16/2018 Pay Type WS-7-18-68232 Check #: 15153 Check #: 15063 Amt Paid Amt Due $ 364.05 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFID construction T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating rmore, I agtForize the above -named contractor to do the work stated. CCTY0 !/1G gnature: •wner / Applicant / Contractor / Agent ing Department Copy August 08, 2018 Date August 08, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave,. Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001661-2018 Permit Number: WS-7-18-1902 Scheduled Inspection Date: November 16, 2018 Inspector: Naranjo, Ismael Owner: ANTHONY BROOKS Address: Project: Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement 1100 NE 108 ST Miami Shores , FL 33161 Phone Number: 7862950897 Parcel Number: 1122320280290 Contractor: LOWES HOME CENTER INC Phone Number: 4073702872 PETER ANTHONY- CAFARO III Building Department Comments REMOVE & REPLACE 17 WINDOWS & 6 DOORS TO IMPACT Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 15, 2018 For inspections please call: 305-762-4949 Page 12 of 24 .Miami Shores \0\6 Village DHper' - Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BY: FBC 2011 641' Master Permit No. W S i ab — " 1 02. Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL ['PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 I co City: f Miami Shores County: Miami Dade Zip: I Folio/Parcel#: 1 -223Z-C)2e- 2 /QO Is the Building Historically Designated: Yes 5-&Ic0I NO Occupancy Type: Load: Construction Type: \ /s Flood Zone: BFE: FFE: C OWNER: Name (Fee SimplelTitleholder): -i-,,//� 111.1(). �. �Ycz Phone#: -(o`• 19 5- by `� Address: Do t L* e. De)- r _ City: I. V� I L �,I� State: f Zip: �J �U Tenant/Lessee Name: Phone#: Email: `1 / �, CONTRACTOR: Company Name: C, P CL2 Phone#:?) / T 0 `�Z54 Address: 81 �� City: �� and() r/ /�,� �• State: 0 1 Zip: ` / �+ C Qualifier Name: -4-f /11 +Z (CD Phone#: 90 `7 -`� ZJ State Certification or Registration #: C- -17." 1D Nil Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: (,, City: State: Zip: Value of Work for this Permit: $ • �� I lr ,, � 1 • E`P Square/Linear Footage of Work: Type of Work: ❑ Addition \Altera 'on ❑ New Repair/Replace ❑ Dem l/it' Descript7,ion of Work: d`�v ) Aa (tq(p\ (-lova `� rZ-S Specify color of color thru tile: ! lei - Submittal Fee $ S 0 P 1 I1 Permit Fee $ 33c3 • cA. CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 3 • 30 DBPR $ -4 • Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $J( Lit • 015 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I i e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this day of i•-lk 0 , 20 by 16(1v l 'YbOkY , who is personally known to me or who has produced b as identification and who did take an oath. NOTARY PUBLIC: i Sign: Print: Seal: Y P JORGE CON7A MY COMMISSION #FF128081 EXPIRES: JUN 01, 2018 a Banded, li�r+�t$I State Insurance r. Signature MI CON 'f• CTOR The foregoing instrument was acknowledged before me this �day off �� k -1A, 20 I , by ?PA -eV 0. /1 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY i U,� IC: .14 • ire° Print: Seal: ligiMPAIW Noy Public State of Ronda f tarGeoconda Bonilla L ) M t Commission GG 172860 or rti - Expires 01/07/2022 **********************************p************************************************************************* APPROVED BY 7//6 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approv. OA). Ac ent: Qualifier/Owner Signature Date Print Name Pk1-3.6- Lowe's iViiiiWork Sii:ePiii ............... Doenines: -A- :Lai sikS )tLx 4) 7' 2 ziaL2.‘„..z.v $‘ 74 3 ziatig x tZi 743 15 ay___Laz jcit • 75y2 t..4- 5 3i • x 36 *15 32 x % iG, x 41% 1/2 446* tl Y`t 17 33 )c 9 IA: 747 37 .3k 1/9 -74'8 24 Y2 16 t xi 1165 %. rliss $5 r411‘ 440 33 u f-azIS Cl\ Corner Distance (Indicate openitigitt 4 s' s` 14 3‘ # property Information Structure: SF11. I/Condo/Twnhse 4. of stories. I Mean roof: Height: 1,h‘ _ Length 55' width 65' Project: WindowsDoors 7 Condo/Twnhse: Corner Unit(Y/51L9 if(Y) Doors: Overhang(NIN):. f(Y) size Shutters present(V/N):.. '(Y) type *Indicate alternate means or eigress on drawing"' *inciir-AtrN intavirkr 11-..SleSt 41 1 Er_11 TEAR Yt2-0AU0r." FL Vi '-79. 3 _ Wog ct-i . 3 .-= Oe_novjs- 2_, IL --I, 5j-7/7,14 VA (0 -e)kn G l / RI 2-012- 1 i Z-2- . Q RA \ 1 13 i, 0 CD ® -R -R Miami ShCre.S "C- SUBJECT 10 CGNIPLIMCE WI 11-1 All FEDERAL. STATE ANj riULS.AND REGULATIONS Culstomer Marne: • • • • • • . 1 Hti . • ' • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • 1.1101111 • • • „,astlittr) "P:ssc op Ks Address 6 1 oc6 %9tPvcs_ (0 V, • • • • • • • . • • • „ 41- • • w • •• • • • • • • • • • • • • • • . • IN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ox HR.() t WIND10 Detailed Wind Load Design (Method 2) perASCE 7-10 • • • • • • •• • • Analysis by: EDWARD TORRES 5072 SW 164TH AVE. MIRAMAR FL. 33027 PHONE 954 559-0290 AR# 094792 Description: Anthony Brooks 1100 NE 108 St Miami Shores FL. •••• • • •••• • • User Input Data Structure Type Basic Wind Speed (V) Building 175 mph Struc Category (I, II, III, or IV; Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) I I 1 4.0 18.4 Hipped 1 10.00 16.00 13.00 Hz :12 Deg ft ft ft Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) 65.00 35.00 ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.37 Flexible Structure No Calculated Parameters • Importance Factor 1 IV Hurricane Prone Region (V>10010.11 • • Table 6-2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures • Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9069 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8760 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Max + Gcpi Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.18 0.00 -0.55 -0.18 -0.18 5/16/2018 •. • • • • •••• ••• • • • • • • • • •••• • • • • • • • •• • • • • ••• • Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com • • � • • Page No. 1 of 5 WIND1O Detailed Wind Load Design (Method 2) per ASCE 7-10 980 970 5/16/2018 footle .. • • ern•• • .• . ••. • • • oe • 04100 960 950 940 Kz Kzt qz Ib/ft^2 Pressure (Ib/ft^2) _ _ Windward Wall* Leeward Wall Total ..Sbp r Mgrp nt +GCpi -GCpi +GCpi -GCpi +/-Gcpi ...ago) (Kipp) 16 0.86 1.00 67.46 38.76 52.98 -23.90 -9.68 62.66 : .407 . 2,04 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 • 4.07 : e .6%..17 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 • • • 407 .1.26626 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.07-6.1$706 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.07 248.46 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.07 309.55 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.07 370.65 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.07 431.74 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 64.57 946.53 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6.5.12.2.4 Parapets B r L Type of Parapet Open Top Elevation of Parapet 17.00 ft Parapet -Windward Pressure 122.99 lb/ft ^2 Parapet -Leeward Pressure -75.16 lb/ft ^2 Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems Method 2) 11111?1111' -0 -0 -0 -0 -0 -0 -0 -0 -0 1111111111 k I Variable Formula Value Units Kh 2.01*(15/zg)^(2/Alpha) 0.96 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*I*Kh*Kht*Kd 39.50 psf Khcc Comp & Clad: Table 6-3 Case 1 0.96 Qhcc .00256*V^2*I*Khcc*Kht*Kd 39.50 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients, Cp Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com •: • • • • • • • • Page No. 2 of 5 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 • • •. • •. • Roof Area (sq. ft.) Reduction Factor 1.00 • Calculations for Wind Normal to 65 ft Face Additional Runs may be req'd for other wind directions Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 65 ft wall) -0.50 -23.90 -9.68: Leeward Walls (Wind Dir Normal to 35 ft wall) -0.33 -18.14 -3.92, Side Walls -0.70 -30.61 -16.39' Roof - Wind Normal to Ridge (Theta>=10) - for Wind Normal to 65 ft face Windward - Min Cp -0.43 -21.48 -7.26 Windward - Max Cp 0.04 -5.70 8.52 Leeward Normal to Ridge -0.57 -26.18 -11.96 Overhang Top (Windward) -0.43 -14.37 -14.37 Overhang Top (Leeward) -0.57 -19.07 -19.07 Overhang Bottom (Applicable on Windward only) 0.80 45.26 45.26 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 35 ft face Dist from Windward Edge: 0 ft to 26 ft - Max Cp -0.18 -13.15 1.07 Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 13 ft to 26 ft - Min Cp -0.50 -23.90 -9.68 Dist from Windward Edge: > 26 ft -0.30 -17.18 -2.96 * Horizontal distance from windward edge Figure 6-10 -External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01*(15/zg)^(2/Alpha) Kht = Topographic factor (Fig 6-2) Qh = 0.00256*(V)^2*ImpFac*Kh*Kht*Kd Theta = Angle of Roof Transverse Direction 0.96 1.00 39.50 = 18.4 Deg Longitudinal , Direction Torsion a ',Load Cases Wind Pressures on Main Wind Force Resisting System • 5/16/2018 . • .• • • •••• • • • • • • •.•• • • • • • •••. • • •• .• • •••. • • • •• • • • • • • • • • •• • •• • •• • • • • ••• • • • .•• • • Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 3 of 5 WIND1O Detailed Wind Load Desion (Method 2) per.ASCE 7-10 Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E -0.62 0.18 -0.18 66.55 -53.08 -29.12 = qh * (GCpf - GCpi) Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.5 =_> a Hipped Roof 7 < Theta <= 27 3.50 ft Double Click on any data entry line to receive a help Screen 6/29/2018 . .. .. • ... . • . .. • • •••• • • • • .... • • .. .. • • • • • • • .. • Component Width (ft) Span (ft) Area (ft^2) Zone GCp Nind Press (Ib/ft^2 Max Min Max Min 1. DOOR 3 7 21.00 5 0.94 -1.29 44.36 -57.91 2. WINDOW 4 2.6 10.40 4 1.00 -1.10 46.49 -50.44 3. WINDOW 4 2.6 10.40 5 1.00 -1.39 46.49 -62.17 4. WINDOW 3 2.7 8.10 4 1.00 -1.10 46.61 -50.56 5. WINDOW 3 3 9.00 4 1.00 -1.10 46.61 -50.56 6.(2)WINDOWS 3.2 4 12.80 4 0.98 -1.08 45.86 -49.81 7. WINDOW 3 4 12.00 4 0.99 -1.09 46.06 -50.01 8. DOOR 2.25 7 16.33 4 0.96 -1.06 45.12 -49.07 9.(2)WINDOWS 3 4.2 12.60 4 0.98 -1.08 45.91 -49.86 10. WINDOW 3 5.3 15.90 4 0.96 -1.06 45.21 -49.16 11.DOOR 2.7 7 18.90 4 0.95 -1.05 44.68 -48.63 12.(3)DOORS 3.8 7.2 27.36 4 0.92 -1.02 43.56 -47.51 13. WINDOW 4 5.42 21.68 4 0.94 -1.04 44.27 -48.22 • •••• • • • .. • • • • • • • • • • • .. • • • • • • .. • • Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 4 of 5 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 6/29/2018 .. . . • • •••• • • • • •• • ••. • •• •• • 14.(2)WINDOWS 3.1 5.42 16.80 4 0.96 -1.06 45.04 ..4$719 15. DOOR 2.7 6.75 18.23 4 0.95 -1.05 44.79 • • 4$'.k4 16. DOOR 2.7 6.75 18.23 5 0.95 -1.31 44.79 . -58.77 17. WINDOW 3 2.6 7.80 5 1.00 -1.40 46.61 .�i.41 18. WINDOW 3.75 1.25 4.69 4 1.00 -1.10 46.61 •,.5.M6 19. WINDOW 3.75 1.5 5.63 4 1.00 -1.10 46.61 : -90.16 20. WINDOW 3.75 1.6 6.00 4 1.00 -1.10 46.61 . -50.56 21. WINDOW 3.75 1.5 5.63 4 1.00 -1.10 46.61 •., 0.16 22. WINDOW 3.75 1.5 5.63 4 1.00 -1.10 46.61 -50.56 23. WINDOW 3.75 1.5 5.63 4 1.00 -1.10 46.61 -50.56 � • • • • • •.•• • • • •• • • • • • •• • • • • • •• • • • • • • •• • • • • Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 5 of 5 7/9/2018 Florida Building Code Online e Abauti AC.fej3F Busi --Professional Fbada r BCIS Home I Log In I User Registration Product Approval USER: Public User Submit Surcharge Stats & Facts i Publications Contact Us '. BCIS Site p •Unks • • • ••• • • • • • • • - •• Product ARproval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL17759-R3 Editorial Change 2017 Approved • • • • • • •• •• • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • 1 • • *Approved by DBPR. Approvals by DBPftshallibe revirtedjh4i ratified by • the POC and/or the Commission if necessary. • • • Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jFlesher@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 jflesher@easternmetal.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing X/ National Accreditation & Management Institute National Accreditation & Management Institute Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2009 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8Hob4FZRAWsgjJ8Pz4HgpA71QC7EYVSwNhmg%3d%3d 1/2 7/9/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 06/12/2018 06/28/2018 07/02/2018 •••• Y • • • •••• • • • •• • ••• • • • • •••• • • • • • • • • • • • • FL # Model, Number or Name !Description • • • • • •• `• z• •• •• "' • 17759.1 Series 623 HVHZ 2Panel Sliding Glass Door • i Series 623 HVHZ 2Panel Sliding Glass Door • • •• • • • ••••I • ` • Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +65.0/-65.0 Other: Approved Configurations rigid PVC from Deceuninck 1). No HVHZ: Yes OXO. Frame material to be North America AAMA Certified (DEP- Certification Agency Cert�cate • : FL17759 R3 C CAC NI01 ].3t1!Rtpsf • • Quality Assurance Contract ExpirationOats•• i 05/31/2021 •• ' i Installation Instructions II FL17759 R3 II 08-01671B 01 ! Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL17759 R3 AE 512351B.pg ---,_,, Created by Independent Third Party: Yes 17759.2 Series 623 HVHZ Vinyl dinGlass Door i Series 623 HVHZ Vinyl cLq Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: Approved configurations: OXO, OXXO, Frame material to be rigid PVC from Deceuninck North America AAMA Certified (DEP-1). GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS Certification Agency Certificate i FL17759 R3 C CAC NI012526-R4.2.4.1 1 Quality Assurance Contract Expiration Da i 06/30/2024 I Installation Instructions 1 FL17759 R3 II 08-02695B.p ff I Verified By: Luis R. Lomas, P.E. 62514 I Created by Independent Third Party: Yes i Evaluation Reports i FL17759 R3 AE 513471E .odf I Created by Independent^Thjrd-Pa : Yes Sack Next' Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CQRyright 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. 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: Credit Card Safe eclrritv°MET iC • • • • • • https://www.floridabuilding.org/pr/pr app_dtaspx?param=wGEVXQwtDgs%2bbt23mL8Hob4FZRAWsgjJ8Pz4HgpA71QC7EYVSwNhmeo3d%3d 2/2 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012526-R4 02/19/2015 Structural Eastern 1783-1 04/29/2018 .... • To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificatien.coi to ass•urer that the product is active and currently listed. This certification represents product conformity to the appTieable specifieatitm and that certification criteria has been satisfied. A NAMI approved certification label must be applied tet•.lterproduct to cl►a1m certification status. Please review and advise NAMI if any corrections are requiretii rte •this document. .... . COMPANY NAME AND ADDRESS . PRODUCT DESCRLETION .... Eastern Architectural Systems Series "623 HVIIZ:. . 16341 Domestic Avenue Vinyl Impact Sliding:Glaes Door Ft. Myers, FL 33912 w/Impact Brackets & Equal Leg Frame. Configuration: OXXO Glazing: IG-Ext-3/16" Tempered Glass/Laminate-1/8" Annealed Glass/0.090" SGP Interlayer by DuPontll/8"Annealed Glass Frame: W-4876mm(192") H-2438mm(96") Panel: W-1245mm(49.18") H-2369mm(93.5") DLO: W-1038mm(40.75") H-2162mm(85") SPECIFICATION PRODUCT RATING AAMA 506-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 ASTM E1886-05/E1996-09 TAS 201/202/203-94 Class LC-PG65 4876 x 2438 (192 x 96)-SD Design Pressure: +3112 Pa (65 psf) Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure: 466 Pa(9.75 pst) Product Tested By: Report No: Expiration Date: Certified Testing Laboratories, Inc. CTLA-3006WA/CTLA-3006WD June 30, 2024 Administrator's Signature: ,de NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NOTES: 1. THE PRODUCE SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMFh1TS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. AMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED TttROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FIN INSTALLATION 07/29/15 R.L. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" CRETE FLEX WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. W000 — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .067" THICK MINIMUM 19. APPROVED CONFIGURATIONS: OXO AND OXXO. • • •• •• SIGNED: 01/10/2018 TABLE OF CONTENTS SHEET NO. DESCRIPTION �wr EASTERN ARCNITECTURAt SYSTEMS argate�n oMSgNOF • • EASTERN ANAL SUPPLY SJ1� OOYESIG AVE ^,\'AR'ICY�iei:'=R.�'iy FpiTAIYERS,R]]Sf] • • • - • • E00.132.220 1623 HNHE PD N IMPACT• BRACKETS HIGH PRESSURE ffl. 'L EtGAL rEG RAI4E•SLIDING GLASS DOOR NOTES 1 2 3 — 5 NOTES ELEVATION INSTALLATION DETAILS •i• ••• ••• 6 COMPONENTS DRAWN: • • • DWG NO. • • • • •08r71Z695 • • STALE NITS rATE 4/1/1 S OF 6 • • • • ` : r ROBE47 LAMA SNE�T 1 Q? 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 Nomes@Momaspe.00m REV 8 Luis R. Lomas P.E. FL No.: 62514 • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • FR HE 6" MAX - 192' FRAME WIDTH r--^I- 12" MAX 0.C. 6" MAX / / \ \ / 0 0 X a X C> 12" MAX O.C. 16" IAX _ AM E IGHT _ / �� 6.. MAX r 625.620 PD EXTERIOR VIEW FRAME INSTALLATION NG GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING +65.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ NOTES: 1. MAXIMUM PANEL SIZE: 49 3/16" X 93 1/2" 2. MAXIMUM D.L.O.: 40 3/4" X 85" 3. (4) 1" X 1/4" WEEP NOTCHES AT EACH CORNER OF EXTERIOR SILL AND INTERIOR TRACK LEG. 6" MAX HARDWARE SCHEDULE A B. (4) STEEL FRONT ADJUSTABLE TANDEM ROLLER AT EACH OPERABLE PANEL BOTTOM RNL CORNER (2) INSIDE/OUTSIDE PULL HANDLE AT LOCK STILE OF OPERABLE PANELS C. D. (1) GEMNI II LOCK WITH 2450 TRIMPLATE 38 1I4' FROM BOTTOM PANEL AT LOCK STILE (1) STEEL KEEPER (GEMNI 1") 38 1/4" FROM BOTTOM PANEL AT LATCH STILE E. F. (1) ALUMINUM REINFORCEMENT H SHAPED (10300151) AT EACH FIXED PANEL INTERLOCK (ALUMNUM SQUARE TUBE REINFORCEMENT (10300151-A) AT EACH OPERABLE PANEL VERTICAL INTERLOCK RNL G. H. (1) FREE FLOATING ALUMINUM REINFORCEMENT (10300150) AT EACH FIXED PANEL JAMB STILE AND ACTIVE PANEL LOCKSTILE (1) ALUMINUM RAIL INSERT REINFORCEMENT (10300152) AT EACH OPERABLE PANEL BOTTOM RNL (1) ALUMINUM "L" ANGLE (EMS 11-63.275) AT FRAME SILL J. (4) NYLON IMPACT BRACKETS (011H055-D) ONE AT EACH OPERABLE PANEL INTERLOCK STILE, TOP/BOTTOM RAIL INTERFACE • • • • •• • • • ••• • •• REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FIN INSTALLATION 07/29/15 B REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 3/16" TEMP. -- EXTERIOR GLAZING BEAD 5/8" BITE 1" 1/8" ANN. - .090" SG BY KURARAY - 1/8" ANN. INTERIOR / DURASEAL/QUANEX / SPACER I�9U�I GLAZING DETAIL STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS SIGNED: 01/10/2018 Easters EASTERNARCHRECNRAIS ANS AomsoN aF • • FASIERN METAlUPPLY TO TDOMESTIC AVE • • • • • • • • °0OJ2.A'0. '623 MVI-IQ ID *v PMP10CT BRAOKETS HIGH PRESSURE •VTt•TYL EVIAL'LEG 4'RRME_. SLIDING GLASS DOOR ELEVATIONS DRAWN: IDWG NO. Ol ,'-•1695 REV 8 :ALE tTS• • !DATE ••:04� L6/T. //y11��Q4.51��M SH ET 2 OF 6 • • • • • 1432 W ODFORD RD LEWISVI E NC 27023 434688-0609 Abmas@IAomaspe.com Luis R. Lomas P.E. FL No.: 62514 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. EDGE DISTANCE 1 7/16" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE j#14 WOOD SCREW INTERIOR #14 WOOD SCREW • 1 /4" MAX. SHIM SPACE 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 7/16" MIN. EMBEDMENT 1 7/16" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FIN INSTALLATION 02/29/15 R.L. B REVISED PER NEW REQUIREMENTS 01/10/16 R.L. 1 /4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION •• i• •• INTERIOR EXTERIOR � � EASTERN STERX YECNSALSYSITJAS ENVISION OF EASYERX METAL SUPPLY • •f&MI pOL1ESlIC AVE FORTMYERS. FL 9991] 623 dVNZ PD IIN%IMA4CI BRASKETS HIGH PRESSURE •V'IIfYL ! JAL •LEG •FRAME• SLIDING GLASS DOOR INSTALLATION DETAILS • I • • • • ••• • DRAWN: DWG NO. •• ••II o Li•605 :ALE dTS• • 3 DATE:04/46/ v• ' s lET 3 OF 6 •• • • • t. ROBERTO LOURS Pt • • 1432 WCODFORD RLACWISV&E, NC 27023 434-688-0609 r(lomas@Ulomaspe.com REV SIGNED: 01/10/2018 Luis R. Lomas P.E. FL No.: 62514 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 5/8" MIN EDGE DISTANCE iir 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. rSHIM SPACE } #12 SMS OR SELF DRILLING SCREW INTERIOR #f12 SMS OR SELF DRILLING SCREW 1 /4" MAX. SHIM SPACE 5/8" MIN. EDGE DISTANCE #12 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REMSIONS REV DESCRIPTION DATE APPROVED A REMOVED FIN INSTALLATION 07/29/15 R.L. 8 REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 01/10/2018 • • :• •• t :- so E EASTERNARCNNECTURAL SYSTEMS DNRgNOF EASTERNMETAL SUPPLY • I63.1 DOMESRCAVE FORT MYERS. 01.111912 62f i1VI+Z :"D:W2IMQA•C: BRAgKETS HIGH PRESSURE •VINYL EQUAL•LEG•FRAMI}•6LIDING GLASS DOOR INSTALLATION DETAILS • 4 • • • • • • • • DRAWN: DWG NO. • • • • 08.02695 :ALE:TS•� DATE: 04/.16/:50 • REV 8 $IET4 OF 6 • • • • •L. ROBESTO LOAQS F. • • • 1432 VI<)OOFORD*OL!WISVRLE, NC 27023 434-688-0609 rllomas(45 bmaspe.com Luis R. Lomas P.E. FL No.: 62514 • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT 1 3/4" MIN. EDGE DISTANCE L 1 1/4" MIN. EMBEDMENT EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY �\ BY OTHERS \ °: O1c11] r 0 [tip_ C I 1/4" MAX. SHIM SPACE 1/4" CRETE—FLEX TAPCON INTERIOR 1/4" CRETE—FLEX TAPCON 1/4" MAX. SHIM SPACE a 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION } 1 3/4" MIN. EDGE DISTANCE 1 1 /4" MIN. EMBEDMENT 1 1 3/4" MIN. EDGE DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FIN INSTALLATION 07/29/15 R.L 8 REVISED PER NEW REQUIREMENTS 01/10/18 R.L 1/4" MAX. SHIM SPACE INTERIOR 1/4" CRETE—FLEX TAPCON OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET I CONCRETE/MASONRY BY OTHERS (JAMB INSTALLATION DE AIL \ONCRETEJMASONRYINSTALLA ION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 01/10/2018 •• • - •• • • E� EASTERNARCNREC URAL SKTEMS EM 4D MASKS. AVE OF EASTERN MEM SUPPLY • 1&HI DOM AMISS E R •�' " MYERS.E 3"' 62S:IV:12 BRACKETS HIGH PRESSURE •VINYL EVUAL•LEG•FI &ME•SLIDING GLASS DOOR INSTALLATION DETAILS DRAWN. DWG NO. • •.'pc. •� • � S• • • O-02695 � • � $CALL rTy • DATE: 04/ 16/ 13 : I :LET 5 OF 6 • • •• • ■ • • •L. ROB91TO LOMAS RE. • • 1432 NOODFOROfiA LEINISYRLE, NC27023 434-688-0609 Momas@lllomaspe.com REV B Luis R. Lomas P.E. FL No.: 62514 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • ALUMINUM ASTRAGAL ATTACHED TO PANEL WITH #8 X 2" PH SMS 5" FROM EACH END AND 12" MAX 0.C. THEREAFTER ASTRAGAL AND MEETING RAIL DETAIL PVC ASTRAGAL ADAPTER ATTACHED TO ASTRAGAL WITH #8 X 3/4" PH SMS 5" FROM EACH END AND 12" MAX O.C. THEREAFTER #8 X 3" PH SMS TO ATTACH KEEPER TO PANEL 5" FROM EACH END AND 12" MAX 0.C.THEREAFTER REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FIN INSTALLATION 07/29/15 R.L. 0 REVISED PER NEW REQUIREMENTS 01/10/18 R.L. SIGNED: 01/10/2018 Eastern EASTERN DIVISION SYSTEMS A gNSWNd EASTERN METAL SUPPLY •- I f� • 1SM1 DOMESTIC AVE • tAILT`ITYLS tigMEAn.ari FORT MYERS, EL SSW • • • • • • • • • • •• • • • • • • • • • • 62!:1412 D:WZIMt�j BI KETS HIGH PRESSURE •VIeIYL J UAL•LEG•FRAME•SLIDING GLASS DOOR COMPONENTS DWG NO. DRAWN: I1NtG. • • • • *. �cALE NT`!_ •IDAT.04/16/1!. ;t�PEET6 OF 6 1 • �• • 08e-02695 • • • • • • • • • L. RO844TO LOA•IS *E. • • 1432 MOODFORRR• YEWISI•LLE, NC 27023 434-688-0609 Ttlomas@ldomaspe.cam REV B Luis R. Lomas P.E. FL No.: 62514 • • • • • • • • • • • • • • • • • • • • • • • • • IT • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. Fort Myers, FL 33912 Engineering Evaluation Report Report No.: 513471 B Product Line: Series 623 HVHZ PD W/ Impact Brackets High Pressure Vinyl Equal Leg Frame Sliding Glass Door Compliance: The product mentioned above has been evaluated for compliance with the requirements of the Florida Departpiifif. df. Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method; (al•fjbe prodeetli%ted . herein complies with requirements of the Florida Building Code. • • • • • • • • • • • Supporting Technical Documentation: • 1. Approval document: drawing number 08-02695 revision B, prepared, signed and sealed•tyr l,uis Roberto Lomas . P.E. • • 2. Test Report No.: CTLA 3006WA signed and sealed by Ramesh C. Patel, P.E. •••. • • Certified Testing Laboratories, Orlando, FL • • • • • AAMADMA/CSA 101 /I.S.2/A440-11 • • • • . • • • /W • Design pressure: ±65.0psf • • • •• Water resistance: 9.0psf ' ' ' ' ASTM El 886-05 and ASTM El 996-09 • • • •• • • • ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 • • • • •• • • • • • •ASTM E1886/ E1996 Cyclic Load Test, ±70.0psf design pressure • • • 3. Test Report No.: CTLA 3006WD signed and sealed by Ramesh C. Patel, P.E. Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Air Pressure, ±65.0psf design pressure, 9.75psf water penetration. TAS 203-94 Cyclic Pressure loading ±65.0psf design pressure 4. Anchor calculations, report number 513471-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±65.0 psf • Maximum panel size: 49 3/16" x 93 1/2" • Approved configurations: OXO, OXXO. • Units must be glazed per ASTM E1300-04/09, according to glazing details in approval drawing. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02695 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 �\\1111IIIIlid � 5 R. L p ' •••••'L! .• N., .•;0ENsfi9d/.. *'51 •#_ TAT 4F r,�` "/,7 ONAL` '\�� I I111 Luis R. Lomas, P.E. FL No.: 62514 06/25/2018 5/20/2018 Florida Building Code Online B sines Professional egulation dbpr w FiCa0F,114 INSEORMAY BCIS Home I Log In User Registration Product Approval USER: Public User Hot Topics § Submit Surcharge ! Stats & Facts ; Publications Product Approval Menu > Product or Apylication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) FL14608-R7 Editorial Change 2017 Approved • • • • • •• • • BCIS Site Map Links I Search • • • • • • • • • • • • • • • • •• • •• • • • *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by • the POC and/or the Commission if necessary. • Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jflesher@easternmetal.com James Flesher jflesher@easternmetal.com Timothy J. Hoard 10030 Bavaria Road Fort Myers, FL 33913 (800) 432-2204 Ext 4314 thoard@easternmetal.com Windows Fixed Certification Mark or Listing • • •• •• • • • • • • • • • • •• • National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ANSI/AAMA/NWWDA 101/I.S.2 ASTM E1886 ASTM E1886 ASTM E1996 ASTM E1996 TAS 201 TAS 202 TAS 203 •••• • • • •• • • • • • •• • • • • •• • • • •• • • • • Year 2005 2008 1997 2002 2005 2009 2002 1994 1994 1994 • Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Zpdfbg71 X7FAWaVxZ%2bo8wNMern5YOamFA%3d%3d 5/20/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 11/09/2017 11/10/2017 11/15/2017 • • • • • .•• • • • • • • • • 3 FL # j Model, Number or Name •• • ••• • • Description • • •• •WI 14608.1 j Series "1000" Aluminum Non -Impact j Fixed Window Series "1000" Aluminum Pal r►ira'act Fixed Window • • ••.• . • • • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +130.0/-130.0 Other: Maximum Size: 60" x 48". Monolithic or Insulated glass • • Certification Agency Certificate • FL14608 R7 C CAC NI010164.31411-R2-signcdcdf FL14608 R7 C CAC NI(yiZ7..02-R1-410.pr Quality Assurance Contract Expiration Date • 12/31/2019 • • . • •. Installation Instructions • • • FL14608 R7 II 08-02398A.p • • • Verified By: Luis R. Lomas• Vt. C'lorida P...62.514 • • Created by Independent Third Party: Yes • • • • • Evaluation Reports FL14608 R7 AE 513166A.pdf Created by Independent Third Party: Yes 14608.2 Series "1500" Aluminum Non -Impact Fixed Window Series "1500" Aluminum Non -Impact Fixed Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +125.0/-125.0 Other: Maximum Size: 96" x 48". Monolithic or Insulated glass Certification Agency Certificate FL14608 R7 C CAC N1006176.01-R2-signed.0f FL14608 R7 C CAC NI006176.04-R1-signed.�df Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14608 R7 II 08-02394A.pdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R7 AE 513167.pdf Created by Independent Third Party: Yes 14608.3 Series "FWI 2000" Aluminum Impact Fixed Window Series "FWI 2000" Aluminum Impact Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-90 Other: Maximum Size: 144" x 48" Certification Agency Certificate FL14608 R7 C CAC NI009023.01-R3-signed.pdf Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL14608 R7 II 08-02395A.p�1f. Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R7 AE 513168A.pdf FL14608 R7 AE NOA 14-0423.16,PDF Created by Independent Third Party: Yes 14608.4 Series 1436 Vinyl Non -Impact Fixed Window with Nailing Fin Series 1436 Vinyl Non -Impact Fixed Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80/-80 Other: Maximum Size: 71 1/2" x 71 1/2". Frame material to be rigid PVC from Deceuninck North America AAMA Certified (DEP-1) Certification Agency Certificate FL14608 R7 C CAC NI010609-R1-signed.pdf Quality Assurance Contract Expiration Date 07/31/2019 Installation Instructions FL14608 R7 II 08-00557C.pdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R7 AE 510946A.pjf Created by Independent Third Party: Yes 14608.5 Series 1446 Vinyl Non -Impact Fixed Window with Flange Series 1446 Vinyl Non -Impact Fixed Window with Flange https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Zpdfbg71X7FAWaVxZ%2bo8wNMern5YOamFA%3d%3d Florida Building Code Online 5/20/2018 r Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80/-80 Other: Maximum Size:.74 1/2" x 72". Frame material to be rigid PVC from Deceuninck North America AAMA Certified (DEP-1) Certification Agency Certificate FL14608 R7 C CAC NI010609.01-R1-signed.pdf Quality Assurance Contract Expiration Date 07/31/2019 Installation Instructions FL14608 R7 II 08-00559C.pdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes aluation Reports FL1'•I• ' - 10948B.pdf Created by Indepen d Party: Yes 14608.6 Series 176 Vinyl Impact Fixed Window with Flange HVHZ Series 176 Vinyl Impact Fixed Window with HVHZ • • • • Li its of Use pproved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +80.0/-80.0 ther: Maximum Size: 72" C from Deceuninck North W N INSTALLED IN THE INS LLED AT 30' OR LESS Yes HVHZ: Yes x 63". Frame material to be rigid America AAMA Certified (DEP-1). HVHZ THIS PRODUCT IS TO BE ABOVE GROUND LEVEL. •-•• Certification Agency C$tifiE8te • • • • • • FL14608 R7 C CAC NI01Q$ 8.a1-R2.g61• • • • • • • • • • • • • • • • • FL14608 R7 AE KuraraN VIP Po - 916.11.PDF Created by Independe arty: Yes • • • • • 14608.7 Series 176 Vinyl Impact Fixed Window with Flange HVHZ Series 176 Vinyl Impact Fixed Window with Flange HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80.0/-80.0 Other: Maximum Size: 72" x 84". Frame material to be rigid PVC from Deceuninck North America AAMA Certified (DEP-1) WHEN INSTALLED IN THE HVHZ THIS PRODUCT IS TO BE INSTALLED AT 30' OR LESS ABOVE GROUND LEVEL. Certification Agency Certificate FL14608 R7 C CAC NI011880.01-R2.pdf FL14608 R7 C CAC N1011880-R2.01 • FL14608 R7 C CAC NI011881.01-R2.pdf FL14608 R7 C CAC NI011881-R2.pj Quality Assurance Contract Expiration Date 01/31/2022 Installation Instructions FL14608 R7 II 08-02293B.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R7 AE 513042B.pdf FL14608 R7 AE Kurarary SGP NOA 14-0916.11.PDF Created by Independent Third Party: Yes 14608.8 Series 2456 Vinyl Impact Fixed Window with Nailing Fin Series 2456 Vinyl Impact Fixed Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Maximum Size: 64" x 84". Frame material to be rigid PVC from Deceuninck North America AAMA Certified (DEP-1) Certification Agency Certificate FL14608 R7 C CAC NI010610-R1-signed.pdf FL14608 R7 C CAC NI010656-R1-signed.pdf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14608 R7 II 08-00563C.pd Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R7 AE 510952A.Rdf FL14608 R7 AE NOA 14-0423,15.PDF Created by Independent Third Party: Yes • 14608.9 Series 2466 Vinyl Impact Fixed Window with Flange Series 2466 Vinyl Impact Fixed Window with Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Maximum Size: 64" x 84". Frame material to be rigid PVC from Deceuninck North America AAMA Certified (DEP-1) Certification Agency Certificate FL14608 R7 C CAC NI010610.01-R1-signed.pdf FL14608 R7 C CAC NI010656.01-R1-signed.01 Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14608 R7 II 08-00565C.pdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R7 AE 510954B.pdf FL14608 R7 AE NOA 14-0423.15.PDF Created by Independent Third. Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Zpdfbg7l X7FAWaVxZ%2bo8wNMern5YOamFA%a3d%3d 5/20/2018 Florida Building Code Online Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyright 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: r' tretl[ El Credit Card Safe st;t`uritvrii 7'ftlt'ti' • • •• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Zpdfbg7l X7FAWaVxZ%2bo8wN Mern5YOamFA%3d%3d NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011878.01-R2 03/02/2014 Structural Eastern 1783-1 11/14/2016 • • • • . • .. .. • .... ... . • • • To verify that the "Notice of Product Certification" is valid, please visit www.NAM1Certificatipu. om to assurr.that the • product is active and currently listed. This certification represents product conformity to the applicable specification and • that certification criteria has been satisfied. A NAMI approved certification label must be appl'tadto.the pro4iM1d >~laim certification status. Please review and advise NAMI if any corrections are required to this teat snt. .... COMPANY NAME AND ADDRESS PRODUCT DESC W FION . Eastern Architectural Systems Series "176.000" Vinyl Ein Frdilfer • • 10030 Bavaria Road Impact -Rated Fixed Windom • • •• Ft. Myers, FL 33913 Configuration: 0 Glazing: IG-3/16" Heat Strengthened Glass/Laminate- 1/8" Heat Strengthened Glass/0.090" DuPont SGP Interlayer/1/8" Heat Strengthened Glass Frame: W-1828tmn(72") H-1600mm(63") DLO: W-1708mm(67.25") H-1479mm(58.25") SPECIFICATION PRODUCT RATING ASTM El :+: 6-05/E1996-09 Design Pressure: *3830 Pa (80 psf) TAS 201/202/203-94 Wind Zone 4-Missile Level D AAMA-506-11 Large Missile Impact Rated A440-05 RatinW FW-C90 1829 x 1600 (72 1 63) A440-O0/11 Rating CW-PG100 1829 x 1600 (72 x 63)-FW Water Penetration Resistance Test Pressure: 71B Pa(15.0 psi) Product Tested By: Report No: Expiration Date: Element Materials Technology ESP011976P-1 /ESP011976P-1 D January 31.2022 oda../ Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 • • • NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011878-R2 03/02/2014 Structural Eastern 1783-1 11/14/2016 • • • • . • .. .. . ... . • • • To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificatiot pgr to assurerthat the . product is active and currently listed. This certification represents product conformity to the applicable specificatipn and that certification criteria has been satisfied. A NAMI approved certification label must be appfadto the prodtfdtt5 claim certification status. Please review and advise NAMI if any corrections are required to this dee•msrt. •.... • • COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION .. Eastern Architectural Systems Series "176.000" Viii 4'F a Frame •. •• 10030 Bavaria Road Impact -Rated Fixed Window Ft. Myers, FL 33913 Configuration: 0 Glazing: IG-3/16" Heat Strengthened Glass/Laminate- 1/8" Heat Strengthened Glass/0.090" DuPont SGP Interlayer/1/8" Heat Strengthened Glass Frame: W-1828mm(72") H-1600mrn(63") DLO: W- 1708mm(67.25") H-1479mm(58.25") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-11 AAMA/WDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-05 Class CW-PG100 1829 x 1600 (72 x 63)-FW FW-C90 1829 x 1600 (72 x 63) Design Pressure: 47 Pa (100 psf) Negative Design Pressure: 4788 Pa (100 psf) Water Penetration Redstone Test Pressure: 718 Pa(15.00 psf) Product Tested By: Element Materials Technology Report No: ESP011976P-1 Expiration Date: January 31.2022 Administrator's Signature: zo NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 • . . • . NOTICE OF PRODUCT CERTIFICATION CER'11141CATION NO: NI011879.01-R2 DATE: 03/02/2014 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 11/14/2016 • • • • Y • • •••• • • • • •• • ••• • • • • • To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificatiolt2 orn to assure„that the • • product is active and currently listed. This certification represents product conformity to the applicable specification and . • that certification criteria has been satisfied. A NAMI approved certification label must be appl1e dto.the prodddt?6 laim certification status. Please review and advise NAMI if any corrections are required to this daatxxant. • • • • ' COMPANY NAME AND ADDRESS ♦ PRODUCT DESCRION• W r• • • _ Eastern Architectural Systems Series "176.000" Vin3tl Flange Fildfii' 10030 Bavaria Road Impact -Rated Fixed Windo* •' •' Ft. Myers, FL 33913 Configuration: 0 Glazing: IG-3i16" Heat Strengthened Glass/Larninate- 1/8" Heat Strengthened Glass/0.090" DuPont SGP Interdayer/1/8" Heat Strengthened Glass Frame: W-1828mm(72") H-1600mn(63") DLO: W-1708mm(67.25") H-1479mm(58.25") SPECIFICATION PRODUCT RATING ASTM El 6-05/E1996-09 Design Pressure: *3830 Pa (80 psi) TAS 201/202/203-94 Wind Zone 4-Missile Level D AAMA-506-11 Large Missile Impact Rated A440-05 Rating: FW-C90 1829 x 1600 (72 x 63) A440-08/11 Rating: CW-PG100 1829 x 1600 (72 x 63)-FW Water Penetration Resistance Test Pressure. 718 Pa(15.0 psi) Product Tested By: Report No: Expiration Date: Element Materials Technology ESP011976P-1 /ESP011976P-1 D January 31, 2022 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 • .• • • NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011879-R2 DATE: 03/02/2014 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 11 / 14/2016 • • • . . • • • • . ..• .. . To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificatic4opi to assutr til the . • product is active and currently listed. This certification represents product conformity to the applicable speci,ficatipn and . • that certification criteria has been satisfied A NAMI approved certification label must be awned to.thepro4t? t18 Claim • certification status. Please review and advise NAMI if any corrections are required to this 1+wanamt. ... • ' .• •• •• . COMPANY NAME AND ADDRESS PRODUCT DESCRIP''ION .. •..... Eastern Architectural Systems Series "176.000" Vin3l.Ftahge Frame 10030 Bavaria Road Impact -Rated Fixed Window Ft. Myers, FL 33913 Configuration: 0 Glazing: IG-3/16" Heat Strengthened Glass/Larninate- 1/8" Heat Strengthened Glass/0.090" DuPont SGP Interlayer/1/8" Heat Strengthened Glass Frame: W- 1828mm(72") H-1600mm(63") DLO: W-1708mm(67.25") H-1479mm(58.25") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/LS.2/A440-11 AAMA/WDMA/CSA 101/LS.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-05 Class CW-PG100 1829 x 1600 (72 x 63)-FW FW-C90 1829 x 1600 (72 x 63) Design Pressure: 47 :.: Pa (100 psf) Negative Design Pressure: 4788 Pa (100 psf) Water Penetration Resistance Test Pressure: 718 Pa(15.00 psi) Product Tested By: Element Materials Technology Report No: ESPO1 1976P-1 Expiration Date: January 31.2022 Administrator's Signature: „to NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 . • • . REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1. THE P UCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH R EMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. . WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBUSHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE W000 BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE I X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPUCABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. A REMOVED FLUSH INSTALLATION 07/23/14 R.L. B REVISED INSTALLATION DETAILS 08/23/15 R.L. 15. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. Eastern 1[0.3NOt AVE EAGTEIO, ARCHITECTURAL SYSTEMS A ON•A1NOF EASTERN METAL SVPPEY TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 65RI69 r176 FON FINED ONIMDOW+ 4MPACT HVHZ • • •• • 6 "• • •• • • • 0 • • • 2 ELEVATIONS AND GLAZING DETAIL DR+I : ••• •• J.L. DypNO. • • • • 08-02294 REV 8 3 - 5 INSTALLATION DETAILS SCALE NTS I0ATE 02/23(14 1sNEET 1 OF 5 Mr • • • 6 • • • • • • • • • • • • • • • • • •• • • • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SIGNED: 04/11/2017 \Is Rt t iCto iff ,,,J.��CEA18�A9•cP ..• etgar 445 :.- :.A ORtOI`.4 . r' eio iiht11Ok 1 O\` REV DESCRIPTION DATE APPROVED 64 /4" MAX TIP TO TIP 6" MAX 6" MAX 73 1/4" MAX TIP TO TIP WIDTH 72" MAX O.A. WIDTH 9 1/2" MAX 0.C. t t t t t 1 9 1/2" MAX 0.C. 63" MAX 0 A. HEIGHT 6" MAX 6" MAX 2" MAX A REMOVED FLUSH INSTALLATION 07/23/14 R.L. 8 REVISED INSTALLATION DETAILS 06/23/15 R.L. 72" MAX 0.A. FRAME WIDTH 12" MAX 0.C. — 2" MAX 2 NAX 12" MAX 63" MAX O.A. FRAME HEIGHT SERIES 176 PW FIXED WIN FRAME INSTALLATION EXTER • ' IEW 1" 1/8" HS 3/16" HS .090 SENTRYCLAS BY DUPO T 1/8" HS EXTERIOR INTERIOR GLAZING QUANEX DURASEAL BEAD ( ( ( / SPACER TSTTEM SIKAFLEX 552 1/2" SETTING BLOCK GLAZING DETAIL 0.c. DESIGN PR SSURE RATING IMPACT RATING f80.0PSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ SERIES 176 PW FIXED WINDOW FIN INSTALLATION EXTERIOR VIEW SIGNED: 04/1112017 Eastern �'��"E`°`HE� A OIYgCTURA" ElSfQW M,TK 8YV4LY 14042141104 SERIES 0176 I1W FIXED •WIMDOW "IMPACT HVHZ • • • 4E\ N:7 ID.Q1 ZAJP DETAIL J.L. . . t . . . a a DWI NO. • • • • 08-02294 REV scmE NTS IDATE 02/23/14 I SHEET 2 OF 5 1 •.. . 1.• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •. • •• • • • • • •• • ••• • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE #14 WOOD SCREW EXTERIOR APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. EDGE DISTANCE 1 7/16" MIN. EMBEDMENT 1/4" MAX. J SHIM SPACE INTERIOR 5/8" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS APPROVED SEALANT BEHIND FLANGE EXTERIOR APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE 1 7/16" MIN EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY OTHERS 1" MIN. EDGE DISTANCE 1/4" MAX. J SHIM SPACE INTERIOR 1" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION #14 SMS OR SELF DRILUNG SCREW #14 SMS OR SELF DRILLING SCREW 1/4" MAX. SHIM SPACE REV DESCRIPTION DATE APPROVED . A REMOVED FLUSH INSTALLATION 07/23/14 R.L. B REVISED INSTALLATION DETAILS 06/23/15 R.L. METAL STRUCTURE BY OTHERS #14 SMS OR SELF DRILLING SCREWS 1" MIN. EDGE DISTANCE APPROVED SEALANT BEHIND FLANGE 1 7/16" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE Eastern 1/4" MAX. r SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/4" MAX. rSHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLOCK INSTALLATION EASTETVT MIOCTEC1t *.EVSTEME A ORETM OF EASTERN METAL EYPPLY A u o e� :=: tdlf[M6STICM¢ wa.u.rm+ .SFRIiS 0174 RW FIXED •WIIIDOVIS •IMPACT HVHZ • • • • �Ll�L S .AL:4Tt0N' pETAILS MAW *lee eis J.L. • DNO ND. • • • • 08-02294 REV 8 SCALE NTS (°ATE 02/23/14 1SHEET 3 OF 5 • • • • • • • • • • . • • • • • • . • . • • • • . • . • • • • • • • • • • • • • •• • • • • • • • • • • • • • . • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • •• •. • • • •• •• 000 . • • 000 • • SIGNED: 04/11/2017 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 APPROVED SEALANT BEHIND FLANGE EXTERIOR APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE 1 /4" MAX. J SHIM SPACE 1 1/4" MIN. EMBEDMENT } 3/16" TAPCON INTERIOR 3/16" TAPCON 4 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAMASONRY INSTALLATION 1 /4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT r CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE a REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FLUSH INSTALLATION 07/23/14 R B REVISED INSTALLATION DETAILS 06/23/15 R.L. 1 1 /4" MIN EMBEDMENT 1 /4" MAX. SHIM SPACE INTERIOR APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRE7 E/MASONRY INSTALL AT7ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR Eastern �omsC a EABTFIW era srrrar ," ev.. 3"MWSTIC ME ,"".". ".,..a......" T MYERS. Paaamu . Rif$•17,b SW F4XED•WI�1DOW.IMPACT HVHZ 72" ft 93"• • • . •.F1.AL,j4 0td pETAILS DOWN: • • • •• DWND.• • •• J.L. 08-02294 REV se."'" NTS IRATE 02(23/14 SHEET OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SIGNED: 04/11/2017 %, \\feA t 0#///i $ *_ a u •. Z.A. AT OF :4.i..7- REVISIONS REV DESCRIPTION DATE APPROVED APPROVED SEALANT BEHIND FIN #8 WOOD SCREW 7/16" MIN j EDGE DISTANCE 1 1/4" MIN. EMBEDMENT Elplo..Wi EXTERIOR 7/16" MIN J EDGE DISTANCE #8 WOOD SCREW APPROVED SEALANT BEHIND FIN INTERIOR 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX F SHIM SPACE WOOD FRAMING BY OTHERS WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT #8 WOOD SCREW APPROVED SEALANT BEHIND FIN A REMOVED FLUSH INSTALLATION 07/23/14 R.L. B REVISED INSTALLATION DETAILS 06/23/15 R.L. 1/4" MAX SHIM SPACE INTERIOR EXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLAT1ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EASTERN MICMECRRUI SYSTEMS Eastern uarea MEru smttv Waw1DDMESTt•VE pTM EAa. FlORM>mt2 •$FRIF$ •176 t;W FIX ED•WItlD0W ,IMPACT HVHZ • • • • •721' 86"• •• •: F•1111:NrAtLAmi DVAILS NNW • • • •• J.L. • ow% $o. • • • • 08-02294 REV B scA E NTS PATE 02/23/14 ( T5 OF 5 ••• • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • 400 • • • • • •• • •• • • • • •• • ••• • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 4000 • • SIGNED: 04/11/2017 L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 illoinas@lrlotnaspe.com ' lrlomaspe.com Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers, FL 33912 Engineering Evaluation Report Report No.: 513O43B Product Line: Series 176 PW Fixed Window 72" x 63" Impact HVHZ •.•. •• • Compliance: ••• • • • •• The above mentioned product has been evaluated for compliance with the requirements of the F•IOrida Department of • • Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method•1(a•.'The •product fisted •• herein complies with requirements of the current Florida Building Code. •.•. • • Supporting Technical Documentation: • • • • • 1. Approval document: drawing number 08-02294 Revision B, prepared, signed and sealed 139 telNiobertdeOrhas P.E. .• •. •. • 2. Report No.: ESP011976P-1 & 3 signed and sealed by Ramesh C. Patel P.E. Element Materials Technology, Wausau, WI AAMA/WOMA/CSA 101/I.S.2/A44Q-05/08/11 • • • • • Design pressure: t125.0psf • • • • • • •• Water penetration resistance 15.0psf • ASTM E1886-05 and ASTM E1996-09 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, t80.Opsf design pressure 3. Report No: ESP011976P-1 D & 3D signed and sealed by Ramesh C. Patel P.E. Element Materials Technology, Wausau, WI TAS 201-94 Large Missile Impact Test, Level 0, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, t125.0psf design pressure, water penetration resistance: t15.0psf TAS 203-94 Cyclic Pressure loading t80.0psf design pressure. 4. Anchor calculations, report number 513043-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t80.0psf • Maximum unit size: 72" x 63" • Units must be glazed per ASTM E1300-04, see installation instructions for glass details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with approval document, 08-02294 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, 1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 �\, ttIUClt .� ♦J : *' . * • • • • •. •• • • • 7.:73b TA ,0 Luis R. Lomas, P.E. FL No.: 62514 04/11/2017 MIAMHDIADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Kuraray America, Inc. 2625 Bay Area Blvd., Suite 600 Houston, TX 77058 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamldade.aov/economv . • . . . .. . • This NOA is being issued under the applicable rules and regulations governing ihi use of construction..: materials. The documentation submitted has been reviewed and accepted by -Dad4 •Ceenty Product Control Section to be used in Miami Dade County and other areas where Allnwed bat the AuthQritv.. • Having Jurisdiction (AHJ). '• • This NOA shall not be valid after the expiration date stated below. The Miami-D tle,CQunty Product Control.: Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) >e the dot' •' to have this product or material tested for quality assurance purposes. If this praduet or material faile•ta perform in the accepted manner, the manufacturer will incur the expense of such testing arts(•AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: SentryGlas® (Clear and White) Glass Interlayers ... • ••• . • • APPROVAL DOCUMENT: Drawing No. G15-02, titled "Kuraray SentryGlas >> Interlayer", sheet 1 of 1, dated 05/13/2015, prepared by Al Faroaq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA- SentryGlas®", standing for "Miami -Dade County Approved — SentryGlas®", and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the White SentryGlas® interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0624.02 and # 13-0328.09 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.14-0916.11 Expiration Date: July 4, 2018 Approval Date: June 25, 2015 Page 1 • • Kuraray America. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. G15-02, titled "Kuraray SentryGlas® Interlayer", sheet 1 of 1, dated 05/13/2015, prepared by AI-Farooq Corporation, signed and sealed by Javad P.E. B. TESTS "Submitted under NOA # 10-0413.04 (Clear SentryGlas® Inter1;04)4 • • • • Test report Standard Date S2 bture • • 1. 96177.02-106-18 ASTM D 635 02/22/10 i A. Rged, r.E. 2. 96177.02-106-18 ASTM D 1929 02/22/10 les4p11 A. RbM P'E. 3. 96177.02-106-18 ASTM D2843 02/22/10 ileup : A. Read; E. .. •. .. . "Submitted under NOA # 07--1116. 04(C7ear SentryGlas® Interkgottr J'• • 1. 3136116SAT-001 ASTM D 635 10/25/07 sChriskiowij' E. 2. 3111755SAT-002 3. 3111755SAT-001 4. PR106246 5. PR106246 • . . . . . .• ASTM D1929 01/02/07 CCht14.Bowdess, P.E. . • ASTM E 84 12/19/06 Chris Bowness! NE. • ASTM G 26 06/26/07 Duc T. Nguye i, 1).E. ASTM D 790 0626/07 Duc T. Nguyen, P.E. "Submitted under NOA # 13-032#.09 (White SentryGlas® Interlayer)" 1. B7882.01-106-18 ASTM D1929 02/26/13 Gary T. Hartman, P.E. 2. B7882.01-106-18 ASTM D 635 02/26/13 Gary T. Hartman, P.E. 3. B7882.01-106-18 ASTMD 2843 02/26/13 Gary T. Hartman, P.E. 4. B7882.01-106-18 ASTM G 155 02/26/13 Gary T. Hartman, P.E. 5. B7882.01-106-18 ASTM C 158 02/26/13 Gary T. Hartman, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 and the 5th edition (2014) FBC issued by Al- Farooq Corporation, dated 06/16/2015, signed and sealed by Javad Ahmad, P.E. 2. Purchase agreement between E.I. DuPont De Nemours and Co. and Kuraray Co., LTD., dated May 22, 2014. DT finis Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0916.11 Expiration Date: July 4, 2018 Approval Date: June 25, 2015 . E -1 Kuraray SentryGlas Interlayer PRODUCT DESCRIPTION: MANUFACTURED BY: Kuraray Americo Inc. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A 'TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS. A — MIN. 1/8" (3.0 mm) ANNEALED GLASS 8 — MIN. .030 (.76 mm) KURARAY SENTRYGLAS ® INTERLAYER.. A — MIN. 1/8" (3.0 mm) ANNEALED GLASS MATERIAL PROPERTIES . . . . . . • . . •. . •••• • • • • ••.. SentryGlas° Interlayer (Clear and White) . . • . . . • • . TEST DESCRIPTION TEST METHOD T t;, ESthhTS "'.. FLAME SPREAD INDEX [2] ASTME84 • •35 • • •••• SMOKE DEVELOPED INDEX [2] ASTME84 • . `Po �r • . RATE OF BURNING [3] ASTM D635 0 IN/MIN., CLA99 8C1 AVERAGE EXTENT OF BURNING [1] ASTM D635 0 IN/MIN., CLASS CC1 AVERAGE EXTENT OF BURNING [2] ASTM D635 0 IN/MIN., CLASS CC1 AVERAGE SMOKE DENSITY RATING [3] ASTM 2843 5.9 FLASH IGNITION TEMP. [1] ASTM D1929 788'F FLASH IGNITION TEMP. [2] ASTM D1929 752'F SELF IGNITION TEMP. [1] ASTM D1929 806'F SELF IGNITION TEMP. [2] ASTM D1929 770'F AVERAGE MODULUS OF RUPTURE [1] ASTM D790 WEATHERING WEATHERING PER SECTION 2612.2 OF THE FLORIDA BUILDING CODE BEFORE AFTER 5415 PSI 5366 PSI AVERAGE MODULUS OF RUPTURE [3] ASTM C158-02 WEATHERING (ASTM G 155-05A) BEFORE AFTER 4752 PSI [1] .030" (.76mm) Thk. Clear SentryGlas [2] .130" (3.3mm) Thk. Clear SentryGlase f 31 .062" (1.6mm) Thk_ Whack commif_lnem 0Interlayer 4692 PSI Interlayer ird.ri...,e. AVERAGE CHANGE: +1.7% PaoOUCT QEviSED r oo8plyI wftb the If'loe Widths Co4. Acoopmme Nq i l r �IPM/ AL-FAROOQ CORPORATION ENaUIEERS 1, PRODUCT oevsLoPMENT 123$ S.W. 87 AYE MIAM4 FLORIDA 33174 TEL. 4305)1844100 FAX. t308) 282.897e \Ctg-ox NOTE: THIS IS A COMPONENT APPROVAL AND GOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A NOA TO THE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BLDG. CODE. Kuroroy SentryGlos Interloy Kuraray Americo, Inc. 2625 Boy Area Blvd.. Suite 600 Houston. TX. 77058 TEL 09101e7e-1547 FAX (9lo)117a-127, revisions: o[�e` ee!c ipuon . • . . . drawing G 15-02 (Lot. os-1s-�e sheet 1 of 11 Engr. JAVAD AHMAD CIVIL F A PE -70592 $ C.A.N. 536 5 5/20/2(Yj 8 Florida Building Code Online Business Professiona Reguiatian Zpr ESEDRETARY BCIS Home ( Log In j User Registration Hot Topics I Submit Surcharge j Stets & Facts ( Publications I FBC Staff j BCIS Site Map Links ( Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL16804-R2 Revision 2017 • • • • • • • • •••• Approved • • • • •• • ••• • • *Approved by DBPR. Approvals by DaPR.51144 be reviewetl•a=Id ratified b ys. the POC and/or the Commission if neiessi, • Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jflesher@easternmetal.com James Flesher jflesher@easternmetal.com • • • • • • • • • • • • •• •• • • • •.•• • • • •• • • • • • • • • • • • • • • •• • • •• • • • • •• • f'1&f�`i 40,i Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • • • •• • • • • Standard Year AAMA/WDMA/CSA 101/I.S2/A440 2005 AAMA/WDMA/CSA 101/I.52/A440 2008 AAMA/WDMA/CSA 101/I.52/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS201 1994 TAS202 1994 TAS203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp4ruw19w8f24QEQb3U rmXrltd UhFJg%3d%3d 1/3 5!20/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products 01/11/2018 01/29/2018 02/04/2018 FL # Model, Number or Name Description 16804.1 Series 143 Vinyl HR Non -Impact Fin Series 143 Vinyl HR Non -Impact Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.0/-50.0 Other: Maximum Size: 72" x 60", Approved Configurations XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1) Certification Agency Certificate FL16804 R2 C CAC NI011728-R3-signed.pdf • • '• . • Quality Assurance Contract Expiration Delia 08/30/2020 • . • • • • •' Installation Instructiong • � • : . • • • FL16804 R2 II 08-02251A.pdf • • Verified By: Luis R. Lomas 1),'t1514 • • Created by Independent 141trt1•P9!ty: Yes • Evaluation Reports • • • • • • FL16804 R2 AE 5129714 •• • Created by Independent Third Party: Yes ••_:_�•• •••• I • • • S 16804.2 Series 143 Vinyl HR Non -Impact Flange Series.143 Vinyl HR Non Impact Flange •••••• • • • • • • A Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.0/-40.0 Other: Maximum Size: 74" x 72", Approved Configurations XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1) • • • • Certification Agency Cejtific to FL16804 R2 C CAC N10d213 rigned. •�df • • • Quality Assurance ContrAet EilbiratiorClitte 07/31/2018 • • • Installation Instructions FL16804 R2 II 08-02526A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513297A.pdf Created by Independent Third Party: Yes 16804.3 Series 176 Vinyl HR Impact HVHZ Series 176 Vinyl HR Impact HVHZ Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +70.0/-85.0 Other: Maximum Size: 74" Approved Configurations RIGID PVC FROM DECEUNINCK CERTIFIED (DEP-1). GLASS REQUIREMENTS OF THE ACCORDING TO MIAMI-DADE WHEN USED IN THE HVHZ TEMPERED GLASS. Yes HVHZ: Yes x 63", Nailing Fin or Flange, XO, OX. FRAME MATERIAL TO BE NORTH AMERICA AAMA INTERLAYER COMPLIES WITH THE FLORIDA BUILDING CODE Certification Agency Certificate FL16804 R2 C CAC NI012196.04-R2.PDF Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL16804 R2 II 08-02537B.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513310B.p�lf FOR KURARAY I Lr endent Third Party: Yes OUTBOARD LI 16804.4 Series 176 Vinyl HRP 1/3 - 1/3 - 1/3 Impact HVHZ Series 176 Vinyl HRP 1/3 - 1/3 - 1/3 Impact H Limi of Use A roved for use in HVHZ: Yes proved for use outside HVHZ: Yes mpact Resistant: Yes Design Pressure: +65.0/-85.0 Other: Maximum Size: 111" x 63", Nailing Fin or Flange, Approved Configuration XOX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED DEP-1). GLASS INTERLAYER COMPLIES WITH THE QUIREMENTS OF THE FLORIDA BUILDING CODE AC DING TO MIAMI-DADE FOR KURARAY INTERLAYERS. WHEN IN THE HVHZ OUTBOARD LITE MUST BE TEMPERED G Certification Agency Certificate FL16804 R2 C CAC NI012196.01-R1.PDF FL16804 R2 C CAC NI012196-R2.PDF Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL16804 R2 II 08-02534B.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513306B.pilf Created by Independent Third Party: 16804.5 Series 176 Vinyl HRP 1/4 - 1/2 - 1/4 Impact HVHZ Series 176 Vinyl HRP 1/4 - 1/2 - 1/4 Impact HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Size: 111" x 63", Flange Installation Design Certification Agency Certificate FL16804 R2 C CAC NI012196.02-R1,PDF FL16804 R2 C CAC NI012196.03-R1.PDF Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions • https://www.florida bu ildi ng. org/pr/pr_a pp_dtl. aspx? pa ram=wG EVXQwtDgtm mTSTNdV Psclyp4ruw19w8f24QEQb3U rmXrltd U h FJg%3d %3d 2/3 5/20/2018 Florida Building Code Online Pressure: +50.0/-65.0PSF, Nailing Fin Installation Design Pressure: +55.0/-60.0PSF, Approved Configuration XOX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1). GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS, WHEN USED IN THE HVHZ OUTBOARD LITE MUST BE TEMPERED GLASS. FL16804 R2 II 08-02536B.pdf Verified By: luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513308B.pjf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. c_qRyright 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 requetttdbSot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cgptact 8J.487.1395! *Pursualt to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the gepart.tegj with an eNiil address if thf!ttd! • • one. The emails provided may be used for official communication with the licensee. However email addresses are public nifamird. I6you do nit•Hysh to supply a persona} 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: • • • ME Credit Card $afe Seel" Cil VME ricks' • • • • • • • • • • • • ••• •• • •••• • • • •• • • • • • • • • • • • • • • •• • • . • • • • • • • • • • • .• • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp4ruw19w8f24QEQb3UrmXrltdUhFJg%3&/a3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012196.01-R1 11/20/2014 Structural Eastern 1783-1 12/30/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificatton.pp to assteretkat the product is active and currently listed. This certification represents product conformity to the apptleable specifita0oil and that certification criteria has been satisfied. A NAMI approved certification label must be appIretitbtlle product t?elaim certification status. Please review and advise NAMI if any corrections are requ'ued 4ti this do&ument. • .... . . . COMPANY NAME AND ADDRESS PRODUCT DESC'i;tP7IO11 .... , .. __ __ . Eastern Architectural Systems Series "176 SS": • • • • . 10030 Bavaria Road Vinyl Horizontal Slid .nd Window Ft. Myers, FL 33913 w/Flange Frame • • • Configuration: XOX Glazing: IG-Ext-3/16" Annealed Glass/Iaminate-1/8" Annealed Glass/0.090" SGP Interlayer by DuPont/l/8"Annealed Glass Frame: W-2189tnm(111.00") H-1600mm(63.00") Panel: W-937mm(36.87") H-1538mm(60.56") SPECIFICATION PRODUCT RATING AAMA 506-08 Design Pressure: *3112 Pa (65 psi) AAMA/WDMA/CSA 101/LS.2/A440-11 Class LC-PG65 2819 x 1600 (111 x 63)-HS F AAMA/WDMA/CSA 101/I.S.2/A440-08 HS-LC65 2819 x 1600 (111 x 63) AAMA/WDMA/CSA 101/I.S.2/A440-05 Positive Design Pressure: 3112 Pa (65 pst) ASTM E1886-05/E1996-09 Negative Design Pressure: 4069 Pa (85 psi) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure: 502 Pa(10.50 psi) Product Tested By: Certified Testing Laboratories, Inc. Report No: CTLA-3005 W-1 A/CTLA-3005W-1 D Expiration Date: June 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 . • . • • • • • • NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012196-R2 11/20/2014 Structural Eastern 1783-1 12/30/2014 ..•• • To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.p to as•sort oat the product is active and currently listed This certification represents product conformity to the applNCable specifiea iiot2 and that certification criteria has been satisfied. A NAMI approved certification label must be applittitp ?Be product tcrelaim certification status. Please review and advise NAMI if any corrections are reutufed'tb this document. • COMPANY NAME AND ADDRESS ... • • PRODUCT DESCREPtIO14 Eastern Architectural Systems •.... • • • • • •• Series "176' SS"• • 10030 Bavaria Road Vinyl Horizontal Sllyding Window.:. Ft. Myers, FL 33913 w/Fin Frame • . • •. •. • Configuration: XOX Glazing: IG-Ext-3/16" Annealed Glass/Laminate-I/8" Annealed Glassl0.090" SGP Interlayer by DuPont! 1/8"Annealed Glass Frame: W -2189mtn(111.00") H-1600mm(63.00") Panel: W-937mm(36.87") H-1538mm(60.56") SPECIFICATION PRODUCT RATING AAMA 506-08 Design Pressure: ±2872 Pa (60 psf) AAMA/WDMA/CSA 10111.S.21A440-11 Class LC-PG60 2819 x 1600 (111 x 63)-HS AAMA/WDMA/CSA 1011LS.2/A440-08 HS-LC60 2819 x 1600 (111 x 63) AAMA/WDMA/CSA 101/LS.2/A440-05 Positive Design Pressure: 2872 Pa (60 psf) ASTM E1886-05/E1996-09 Negative Design Pressure: 3352 Pa (70 psf) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure: 502 Pa(10.50 psi) Product Tested By: Certified Testing Laboratories, Inc. Report No: CTLA-3005 W-1 A/CTLA-3005W-1 D Expiration Date: June 30.2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 • • • • • • • . . • REVISIONS REV DESCR_PTlON DATE APPRrntD NOTES: a - THE'PRO_ R CT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE_ IS TF' RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8, FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE 'SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. A REVISED INSTALLATiON DETAIL S 06/22/15 R.L. B REVISED PER NEW REOUIREMENTS 01/10/18 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAI(..S. 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS I..ESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. R.L. SIGNED: 01/10/2018 ON, Eastern �..oy+Mlwww iwi. i � OT e�i ARC0TECTUPAL SYSTDAS A DMREN OF EASRJW METAL SUPPLY 10341 DDMESTC AVE FORT MYE 30177M7 aowax-aw TABLE CF CONTENTS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (1/3 - 1/3 - 1/3) 111" X 63" NOTES (SHEET NO. . — 3 NOTES ELEVATIONS DESCRIPTION INSTALLATION DETAILS DRMYN: • • • • 7DgG 4 • • • N.G.• 1• • • • • • uda-02534 :.E UTSS •1WIjE i• �7?i4 IgEe-1 OF 7 LL&a• L. ROBERTO LOADS RE 1432 WOODFORD RD LEWISVI LE, NC 27023 434-688-0609 rtionsasOrlomaspe.com REV Luis R. Lomas P.E. FL No.: 62514 ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 • • • • • • • • • • ♦ 1'l" MAX FRAME WIDTH REVISIONS REV DESCRIPTION DATE APPROVED 63" MAX FRAME HEIGHT 6" MAX 6" MAX 18" MAX 0.0 12" MAX 0.C. • a - s • • X => 1 r s • SERIES 176 SS VINYL HNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRE IMPACT RATING 6 O.OPSP LARGE lSSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 VHZ • 6" MAX HARDWARE SCHEDULE A. (4) ASHLAND D 13 AT F ROM HEAD & LL B. (4) ASHLAND DUAL LOCKS (D2100AUR) AT SASH LOCK STILE 8" FROM SASH CORNERS C. (4) ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS. D. (3) TRACKS AT OPERABLE SASH HEAD & SILL E. (1)ALUMNUM REINFORCEMENT (10300265) N FOED MEETING RAL F. (5) ALUMNUM REINFORCEMENT (10300266) N SASH TOP AND BOTTOM RAILS, JAMB STILES AND SASH LOCK RAIL NOTES: 1- MAXIMUM SASH SIZE: 36 7/8" X 60 9/16". 2. MAXIMUM O.L.O.: 33 5/8" X 57 1/16". 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 4 1/8" FROM EACH CORNER. 4. (2) 1 /2" X'1/4" WEEP SLOT AT SILL FACE 4 1/8" FROM EACH CORNER. 5. (2) I/8" X 12" WEEP SLOT AT SILL FACE AND SILL SASH 3 1/8" FROM EACH END. 6. (2) ' /2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. A REVISED INSTALLATION DETAI!.S 06/22/15 R_L. 8 REVISED PER NEW REQUIREMENTS " 3/16" ANN - EXTERIOR GLAZING BEAD t 1 1/2" BITE 01/10718 1/8" ANN - .090" SENTRY GLAS BY KURARAY 1/8" ANN INTERIOR DURASEAL SPACER SYSTEM BY QUANEX f- STRUCTURAL SEALANT SIKAFI..EX 552 GLAZING DETAIL Eastern �wrs+TUww� a Ywar• SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS EASTERN ARCNTECII.RN. SYSTEMS A RMSION OF EASTERN MEIN SUPPLY WW1 DOMESi1OAYE FORTMYER9, •I, 311• •o•4u-aw SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (1/3 - 1/3 - 1/3) 111" X 63" ELEVATIONS TRAWN - 0 N.G. • See-E NT, di www ••• • 1!. • • • • • (-02534 ME f 417;1 _IVEET2 OF 7 _ L. RNERTI L P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 Abmase4r1onlaspe com REV B SIGNED: 01/10/2018 NNs Ct 11(10�/1 • * • �y3 TAT OF w? sstOtVAt t* jt/tttltlll�� Luis R. Lomas P.E. FL No.: 62514 • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • 6" MAX 6-MAX 1 MAX 0.C. 63"' MAX FRAME HEIGHT 6"MAX 111- MAX FRAME WIDTH I 8 1/2- 6" MAX 6" MAX MAX O.C. 1_.... .l ......_.. 1 1 L. 1 _.... ........1 1 --1 1 I .. ....... ....._ L._.. X => 0 I 1 T 1 SE: = ' 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW THROUGH FRAME INSTALLATION FOR MASONRY AND METAL STRUCTURE 6"MAX t 1 0.. R A REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/22/15 R.L. 8 MAX 0.C. t 63" MAX FRAME HEIGHT 6"MAX -- 5" MAX 0.C. REVISED PER NEW REQUIREMENTS 111" MAX FRAME WIDTH O'/I0/18 R.L. 1 1_... J_.—...-1--__L L 1__..1 1. ..1......-_..1 1 1. 1 _.._1 6" MAX I.......... l .........1____1 0 1 I 1 1 1 1 r r T 1 T T ESI9N2RESSHRE-R4i G IMPACT RATING +65.0/-85.0PSF LARGE MISSILE IMPACT MISSILE LEVEL ZONE 4 AND HVHZ SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW THROUGH FRAME INSTALLATION FOR WOOD FRAMING SIGNED: 01/10/2018 Eastern £MTh•I ARCR CT-PLLSVS3E8A A PRIM OF EASTERN RT. SPRY AAA °PRI cAVE F061 ARR9. R, y11 1106,02-2204 SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW `*r 0 (1/3 — 1/3 — 1/3) 111" X 63" ELEVATIONSi ATw� DRAWN:• • • • • biG °�'. • • RP+ 1%. OR10t: • a .� it* to. ♦1�17t11 up ! 2ET 34 OF 7 6 'ONAl1 \ • • • L. ROBERTO L P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-888-0603 ttlomasOlflornaspecom `0%1 11� l i/. Luis R. Lomas P.E, FL No.: 62514 ..• • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • •• • • • • • •• • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS REV DESCRiPT1ON DATE APPROvED WOOD FRAMING 0R 2X BUCK BY OTHERS 1 1/4" MIN. 9/16" MIN. EDGE DISTANCE BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD -- & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 9/16" MIN. EDGE DISTANCE EMBEDMENT 4 1 1 /4" MIN. EMBEDMENT 1/4" MAX. 1 SHIM SPACE #12 WOOD SCREW INTERIOR #12 WOOD SCREW 1 /4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 9/16- MIN. EDGE DISTANCE !%12 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SIIIM SPACE INTERIOR BACKER ROD & APPROVED SEALANT A REVISED INSTALLATION DETAILS 06/22/15 R.L. B REVISED PER NEW REQUIREMENTS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION • • • 01/ 10/18 R.L. SIGNED: 01/10/2018 Eastern EASTETN ARCMTECTURAL SYSTEMS A DIVISION OF EASTEIM METAL SUPPLY 15341 DDMEST1C AVE FORT MY[R% A 11412 SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (1/3 — 1/3 — 1/3) 111" X 63" INSTALLATION DETAILS R•.AWM • • • • 4 DWG 4140. • • • N.G. ' • t . • •• • 08-02534 • - SALE ket • I TE:1 1 I/6 Vi • •�sREET 4 OF 7 •• • 4L.ROSER10LOWS P.E. 1432 WOODFORD RD LEWISVAIE, NC 27023 434-688-0609 Maras naspe.com REV B Luis R. Lomas P.E. FL No.: 62514 • • • • • • • • • • • a • • • • • A. • • • • • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • •s • • • • • • • • • • •• •• REVISIONS REV DESCRIPTION DATE APPROVED METAL STRUCTURE BY OTHERS APPROVED --"" SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT METAL - STRUCTURE BY OTHERS 9/1 6" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE I IsaiiiMal EMPOMMI 7-1.4-11 Tro 9/16" MIN. EDGE DISTANCE #12 SMS OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES; 1 . INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY 077-IERS TO BE DESIGNED INACCORDANCE WITH ASTM E21 12 INTERIOR #12 SMS OR SELF DRILLING SCREW 1/4" MAX. r SHIM SPACE 9/1 6" MIN. EDGE DISTANCE # 1 2 SMS OR SE IF [MIL LING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT 1 /4" MAX. SHIM SPACE A REVISED INSTALLATION DETAILS 8 REVISED PER NEW REQUIREMENTS INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 06/22/IS R.L. 01/10/18 SIGNED: 01/10/2018 Wdeu oeSYSES sII i fiEastern . A .. t-ta .Nu . ...• Afoodrva- PORT MYERS Pt MAT ' .ii. ....... NIA>0 Se.tik S eo•••zzos SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW S.--..*: a .* . (1/3 - 1/3 - 1/3) 111" X 63" =. SI•:.6i0R10**44"? A. TAT OF INSTALLATION DETAILS • 1 OM*. • • •• • • D'AG•NO.* •• • • • • ...• a . %15„cci. _ REV / 60 • . • ei. .... • N.G. ,,,,, • • 108-02534 B /Mt 11 11%0 Sea at : j:ATE:ivizfe4 , OF 7 • * * • • •/. ROBEfava LOMAS P.E. RP.E. 1432 VVOODFORD RD LEWISVILLE, IVC 27023 Luis R. Lomas 434-688-0809 rtiomastpirtomaspe.com FL No.: 62514 • • • • • • • • • • * • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REVISIONS REV DESCRPTION DATE APPROVED OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 • 2" MIN. EDGE DISTANCE 4 r 4 4 . r 4 CONCRETE/MASONRY BY OTHERS 4 1 /4" MAX. SHIM SPACE 1/4" TAPCON INTERIOR "DISTANCE 1/4" TAPCON 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALIAT1ON 1 1/4" MIN. EMBEDMENT f 1 1/4" MIN. EMBEDMENT 1 1/4" MIN EMBEDMENT CONCRETE/MASONRY BY OTHERS \ OPTIONAL 1X BUCK SEE NOTES 3 SHEET 1 NCRETE/MASONRY BY THERS 1/4' TAPCON 2" MIN. EDGE DISTANCE BACKER ROD & APPROVED SEALANT 1 /4" MAX. SHIM SPACE NOTES: A REVISED INSTALLATION DETAILS 06/22/15 8 REVISED PER NEW REOU1RF.MENTS INTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 • Eastern IFIPMEr"VarliPTpaCr V.P4Nr, TERIOR EASTERN ARCNITECTURAL A MOON OF EASTERN METAL SUPPLY I1341 DOMESTIC AVE KIRT MYERS. R. SIM 110.M.SEM SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (1/3 — 1/3 — 1/3) 111" X 63" INSTALLATION DETAILS 8kkwit • • N.G. : • • 000 • • • DOIG*40., •• • • • 408-02534 seu .• • ylvq. .1sHEET 6 OF 7 • el.. ROSER110 LOWS At, • • • • • • 0 • • • • • • • • • 1432 WOODFORD RD LEWISVILLE, NC 27023 434-6138-0009 rliomaseMomaspecon • • • • • • * • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • R B 01/10/18 R.L. I 4_ SIGNED: 01/10/2018 Luis R. Lomas R.E. FL No.: 62514 REVISIONS APPROVED SEALANT BEHIND FIN #8 WOOD --\ SCREW 7/16" MN EDGE DISTANC EXTERIOR 1 1/4" MIN. EMBEDMENT z."— WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE 111"11111111111111WOM I5' U 0 INTERIOR } WOOD I RAVING BY OTHERS 1 1/4" MIN. EMBEDMENT } #8 WOOD SCREW APPROVED SEALANT BEHIND FIN 1/4" MAX SHIM SPACE 7/ 1 6" MIN EDGE DISTANCE } #5 WOOD / 1 WOOD SCREW FRAMING 1/4" MIN. BY OTHERS EMBEDMENT APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MAX SHIM SPACE INTERIOR 7/15" MIN EDGE DISTANCE V DESCRIPTION A REVISED INSTALLATION DETAILS REVISED PER NEW REQUIREMENTS nc I EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 DATE APPROVED 06/22/15 R.I... 01/10/18 R.L. C SIGNED: 01/10/2018 Eastern "..P... .o "om.: EASTERN ARCHTECnau SYSTEMS A OM•ON OF EASTERN METAL SUM). 10341 DOMESTIC AVE FORT IMAM R. 33011 EOW]1-II04 SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (1/3 — 1/3 — 1/3) 111" X 63" INSTALLATION DETAILS • I OTAA`• • • • • • OWG•N0.• • • REV • N.G. : • : •: : •• • 18-02534 6 fZ�i �1:ATE:1 f1�yt4 •• [SHEET 7 or 7 • • • • • • •1. ROCERWO LINOS P.E. 1432 WOCIQFORD RD LEWISVILLE, NC 27023 434608-0609 rflomas.irlomaspe.com k`��` 1 lLI��''�i 3.��p rp AT OF `. 0/4 jj11t 6' Luis R. Lomas P.E. FL No.: 62514 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • •••• • •• •• • • • • L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688 0609 rllomas@lrlomaspe.com Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers, FL 33912 Engineering Evaluation Report Report No.: 513306B Product Line: Series 176 SS Vinyl Horizontal Sliding Window — XOX —1/3 —1 /3 — 1/3 Compliance: The above mentionedproduct has been evaluated for compliance with the • • mp requirements of the Florida Departtrl�nt d Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method•L(ei lie prooifit listed herein complies with requirements of the Florida Building Code. • • • • Supporting Technical Documentation: • 1. Approval document: drawing number 08-02534 Revision B, prepared, signed and sealed by j�its•Roberto /auras P.E. 2. Test report No.: CTLA 3005W-1A signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL • • AAMA/WDMA/CSA 101/I.S.2/A440-05/08/11 • • • Design pressure: +65.0/-85.0psf (Through frame installation) +60.0/-70.0psf (Fin installation) Water penetration resistance 10.5psf ASTM E1886-05 and ASTM E1996-09 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cydic Load Test, +70.0I-85.0psf (Through frame and fin installation) design pressure 3. Test report No.: CTLA 3005W-1 D signed and sealed by Ramesh Patel P.E. •••• • • • •• . • . Certified Testing Laboratories, Orlando, FL TAS 202 Design pressure: Water penetration resistance TAS 201 and TAS 203 TAS 201/TAS203 Large Missile Impact, Level D, Wind Zone 4 TAS 201/TAS 203 Cydic Load Test, +70.0/-85.0psf (Through frame and fin installation) design pressure 4. Anchor calculations, report number 513306-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. • . • . •. • •• • • •• • • • • ••• • +65.0/-85.0psf (Through frame installation) +60.0/-70.0psf (Fin installation) 10.5psf Limitations and Conditions of use: • Maximum design pressure: +65.0/-85.0psf (Through frame installation) +60.0/-70.0psf (Fin installation) • Maximum unit size: 111"X 63" • Approved Configurations: XOX (1/3 —1/3 —1/3) • Units must be glazed per ASTM E1300-04/09, according to glazing details in approval drawing. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be extruded vinyl. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02534 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a finandal interest in any other entity involved in the approval process of the listed product(s). 1 of 1 .•• • • 000000 • .• • • A••• d/. -.'`v‘G E N3:• ,•`ft''''r=- *. 411 ; STATE 'OF "jttr, 0 ORl' NAL Luis R. Lomas, P.E. FL No.: 62514 01/10/2018 0.11111 6/20701E• Florida Building Code Online d%r liO,FFICa OF THE litsetnculaY BCIS Home I Log In I User Registration ! Hot Topics I Submit Surcharge I Stats & Facts ; Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL16804-R2 Revision 2017 Approved BCIS Site Map Links 1 Search • • • • • • • • • • •••••• • • • • *Approved by DBPR. Approvals by DBPR's?iall fle reviewed and ratified by' the POC and/or the Commission if necc•ssalp • •' • • • Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method • • • • • • • • • • • • •• •• 6169 C•• • • • • •••• • • • •• • • • • • •• • • • • • • • oftenevxis dfr 2, '5 9 ,i0,13,1-7 Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • • • • • • ••••• � • • • • Standard Year AAMA/WDMA/CSA 101/I.S2/A440 2005 AAMA/WDMA/CSA 101/I.52/A440 2008 AAMA/WDMA/CSA 101/I.52/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS201 1994 TAS202 1994 TA5203 1994 • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp4ruw19w8f24QEQb3UrmXrltdUhFJg%3d%3d 1/3 5/20/201er Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/11/2018 01/29/2018 02/04/2018 FL # Model, Number or Name Description 16804.1 Series 143 Vinyl HR Non -Impact Fin Series 143 Vinyl HR Non -Impact Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.0/-50.0 Other: Maximum Size: 72" x 60", Approved Configurations XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1) Certification Agency Certificate FL16804 R2 C CAC NI011728-R3-signed.pdf • • • • • • • • • • • • • ILLS •-• Quality Assurance Contract Expiration Date 08/30/2020 • • • • Installation Instructions • • : • • • • • . FL16804 R2 II 08-02251A.'.f • • • • Verified By: Luis R. Lomas,•P•F,, 66�514 • • Created by Independent Third Forty: Yes • • Evaluation Reports • FL16804 R2 AE 512971AfR1f•• • • Created by Independent Thi•dr Darcy: Yes : • • • • • 16804.2 Series 143 Vinyl HR Non -Impact Flange Series 143 Vinyl HR Non -Impact glange • • • •• • • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.0/-40.0 Other: Maximum Size: 74" x 72", Approved Configurations XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1) Certification Agency Certificate, • • FL16804 R2 C CAC NI012135bsigned.p1• •• • • •• • • Quality Assurance Contla`cX Expiration Date 07/31/2018 . • • • •• • •• Installation Instructions • • • FL16804 R2 II 08-02526A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513297A.Rdf Created by Independent Third Party: Yes .: /4.3 Series 176 Vinyl HR Impact HVHZ Series 176 Vinyl HR Imp- Z imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-85.0 Other: Maximum Size: 74" x 63", Nailing Fin or Flange, Approved Configurations XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1). GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS. EN USED IN THE HVHZ OUTBOARD LITE MUST BE TE 'ERED GLASS. Certification Agency Certificate FL16804 R2 C CAC NI012196.04-R2.PDF Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL16804 R2 II 08-02537B.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513310B.p ff Created by Independent Third Party: Yes 16804.4 Series 176 Vinyl HRP 1/3 - 1/3 - 1/3 Impact HVHZ Series 176 Vinyl HRP 1/3 - 1/3 - mpact HVHZ Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +65.0/-85.0 Other: Maximum Size: Approved Configuration XOX. PVC FROM DECEUNINCK (DEP-1). GLASS INTERLAYER REQUIREMENTS OF THE ACCORDING TO MIAMI-DADE WHEN USED IN THE HVHZ TEMPERED GLASS. - - Agency Certificate FL16804 R2 C CAC NI012196.01-R1.PDF Yes HVHZ: Yes 111" x 63", Nailing Fin or Flange, FRAME MATERIAL TO BE RIGID NORTH AMERICA AAMA CERTIFIED COMPLIES WITH THE FLORIDA BUILDING CODE FOR KURARAY INTERLAYERS. OUTBOARD LITE MUST BE FL16804 R2 C CAC NI012196-R2.PDF Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL16804 R2 II 08-02534B.01 Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513306B.0i Created by Independent Third Party: Yes 16804.5 Series 176 Vinyl HRP 1/4 - 1/2 - 1/4 Impact HVHZ Series 176 Vinyl HRP 1/4 - 1/2 - 1/4 Impact HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Size: 111" x 63", Flange Installation Design Certification Agency Certificate FL16804 R2 C CAC NI012196.02-R1.PDF FL16804 R2 C CAC N1012196.03-R1.PDF Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp4ruw19w8f24QEQb3UrmXrltdUh FJg%3d%3d 2/3 5/20/2018 Florida Building Code Online Pressure: +50.0/-65.0PSF, Nailing Fin Installation Design Pressure: +55.0/-60.0PSF, Approved Configuration XOX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1). GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS. WHEN USED IN THE HVHZ OUTBOARD LITE MUST BE TEMPERED GLASS. FL16804 R2 II 08-025368.0ff Verified By: luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R2 AE 513308B,p ff Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EE0 employer. c2Ryright 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. *R es•aPt to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dqipartmept with an &hail address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public iecord•ITT you do not AAis?itcPsupply a psrso.al • • address, please provide the Department with an email address which can be made available to the public. To determine ifysu area licenseywger Chapter 455, F.S., • please click here . • • • •• • Product Approval Accepts: • Credit Card Safe,. S(CU-it:tr.Ij:r • • • • • • • • • • • OOOOOO •• •• • • . •• . • • • • • •• • • • • •••• • • • .• • • • • • •• • • • • • • • • • • •••••. • •• • • • • https://www.florid abuild ing.org/pr/pr_app_dtl.aspx? pa ra m=wGEVXQwtDgtm mTSTNd V Psclyp4ruw19w8f24QEQb3U rmXrltd U h FJg %3d %3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012196.04-R2 11/20/2014 Structural Eastern 1783-1 12/30/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificati2n.com to assurf 11t tithe product is active and currently listed. This certification represents product conformity to the apphiiblespecific$fiM and . • • • that certification criteria has been satisfied. A NAMI approved certification label must be app1ijitpJgproduct%c1Aim •. certification status. Please review and advise NAMI if any corrections are uige4 tp• this document. COMPANY NAME AND ADDRESS PRODUCT DESCI;ION:...:. Eastern Architectural Systems Series "1764.•. • 10030 Bavaria Road Vinyl Horizontal Sliding Windpw • . . Ft. Myers, FL 33913 w/Fin or Flange.I tahne . • . • .. • Configuration: X0 Glazing: IG-Ext-3/ 16" Annealed Glass/Laminate- I /8" Annealed Glass/0.090" SGP Interlayer by DuPont/1/8"Annealed Glass Frame: W-1880mm(74.00") H-I 600mm(63.00") Panel: W-927mm(36.25") H-1543rnm(60.75") PRODUCT RATING SPEC INICATION AAMA 506-08 Design Pressure: +3351 Pa (70 psf) AAMA/WDMA/CSA 101/LS.2/A440-11 Class LC-PG70 1880 x 1600 (74 x 63)-HS AAMA/WDMA/CSA 101/I.S.2/A440-08 HS-LC501:.: 0 x 1600 (74 x 63) AAMA/WDMA/CSA 101/LS.2/A440-05 Positive Design Pressure: 3351 Pa (70 psf) ASTM E1886-05/E1996-09 Negative Design Pressure: 4069 Pa (85 psi) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure: 502 Pa(10.50 psi) Qualifying Configurations: OX, XO Product Tested By: Certified Testing Laboratories, Inc. Report No: CTLA-3005W-3A/CTLA-3005W-3D Expiration Date: June 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124/ Fax: (804) 684-5122 • • • • • • • • ...... SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH S OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCREI E IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL. SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY SE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SET.ECTION ()F COATING OR MEMBRANE IS THE RESPONSIB:LITY OE THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OE 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". S. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED EOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM jS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REV A REASiONS DESCRIPTION REVISED INSTALI.ATION DETAILS 8 REVISED PER NEW REOUIREMENTS DATE APPROVED 06/22/15 0710/1B 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE uSE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS I...FSS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 20. UNITS MAY aE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. 21. APPROVED CONFIGURATIONS: X0, OX. Eastern EASTERN AROVRCTURAL STS/US A COMMON OF EASTERN MET. SLIRPLY 4341 DOMESTIC AVE FORT MYER* FL 31012 1100.4.12-2200 SHEET NO. 1 NOTES 2-3 ELEVATIONS TABLE OF CONTENTS DESCRIPTION 4-7 INSTALLATION DETAILS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (XO, OX) 74" X 63" NOTES 4 tRwv..• • • • • WItc•No• • • •V.L. •***** • • *08-02537 • •ip • ;CALE rAT: 1 ji iffr! 4 • "EET 1 OF 7 • • L. &MEMO mamas P.E. 1432 WOODFORD RD LE1V1SVILLE. NC 27073 434-680-0609 rtlornase4dornaspocom REV B Luis R. Lomas P.E. FL No.: 62514 AIL • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,R • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REVISICNS • • • • • • • • • •• HE 6" MAX RAMS 74" MAX FRAME WIDTH ! 8" MAX • 0.C. t f ! ! f i f ! 6" MAX X 0 14" MAX O.C. i3" IAX GHT f 6" MAX 1 / \, , f • SERIES 176 S " VIN G WINDOW EXTERIO: FIN I ALLATION DESIGN PRESSURE RA 1q CT RATING 0%85.0PSF MIS, LARGE ,. IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVI 6" MAX HARDWARE SCHEDULE A. (2) ASHLAND DUAL KEEP 5-33 AT FIXED MEETING • HEAD & SILL '' B. (2) ASHLAND DUAL LOCKS (D2100AUR) AT SASH LOCK STILE 8' FROM SASH CORNERS C. (2) ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS. D. (2) TRACKS AT OPERABLE SASH HEAD & SLL E. (1) ALUMINUM REINFORCEMENT (10300265) N FIXED MEETING RAL F. (5) AWMINUM REINFORCEMENT(10300266) N SASH TOP AND BOTTOM RAILS, JAMB STILES AND SASH LOCK RAIL NOTES: 1. MAXIMUM SASH SIZE: 36 1/2" X 60 3/4". 2. MAXIMUM D.L.O.: 34" X 59 3/4". 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. 4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. 5. (2) 1/2" X 1/8" WEEP SLOT Al SQL BEHIND GLAZING LEG. EV DESORPTION A REVISED INSTALI.ATi0N DETAILS B REVISED PER NEW REQUIREMENTS 1" 3/16" ANN —.- EXTERIOR GLAZING BEAD t � 1/2" BITE - 1/8" ANN DATE 06/22/15 01/10/18 APPROVED 090" SENTRY GLAS BY KURARAY 1/8" ANN INTERIOR DURASEAL SPACER SYSTEM BY QUANEX Ti111 GLAZING DETAIL STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS SIGNED: 01/10/2018 Eastern EASIflw A«G.,iCERAI. SIMMS A D1*, M,CF EAERRIM METH SUM, I M1 DOMESTIC AVE RAT Mmn.:l bfu M S4E as SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (X0, OX) 74" X 63" ELEVATION 4.1 eRAYA• • • • • DWC•NO• • • • V.L.• • • — •08-02537 WALE tJ:S • Ed : 1 Z/ 1'71f'S 4 • ■ • • • • • L. RABEFfO ELWAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0608 Momits®Mlamasps.Gorn REV B OF 7 '•�sHEET2 N`s�04, R "� IILo4",, +z*. O k AAE OF 14�''#/'//* :1 9:// lb; ;I .171 I ":"*°Z Luis R. Lomas P.E. FL No.: 62514 • ••• • ••• • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • 0• • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 00• • • • ••• • REVISIONS FR HE 6" MAX -- 74- MAX FRAME WIDTH 8" 1 - — MAX 0.C. 1 1 1 1 1 1 1 1 6. Max MAX O.C. I" ax AME IGHT t MAX J /` 0 I SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW THROUGH FRAME INSTALLATION FOR MASONRY AND METAL STRUCTURE 6" MAX 6" MAX MAX t 10" MAX O.C. 63" MAX FRAME HEIGHT } 74" MAX FRAME WIDTH 6" MAX 0.C. REV A DESCR TION DATE APPROVED REVISED INSTALLATION DETAIL 06/22/15 Rd_ B REVISED PER NEW REQUIREMENTS .1 1 1 1 1 1 1 1 1 1 X => 1 1 1 II II 1 1 1 1 1 SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW THROUGH FRAME INSTALLATION FOR WOOD FRAMING ESSURE RATING IMPACT RATING +70.01-85.0PSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ 6" MAX 01/10/16 R.L. SIGNED: 01/10/2018 aWk Eastern EASTiTM AACMECIIML SYSTEMS A MOON OF EASTUIN METK SUPPLY 1041 DOMESTIC AVE FAT 100121,R]1PIf SO04mvw SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (XO, OX) 74" X 63" ELEVATIONS • • • •DRA.• • • • • • NO• V.L. • • • • I • • •O$ 02537 'F si EAT! 1i/* 4`_ ,SHEET OF 7 ••• •• •L.RBBEZTOt dIs P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rdoomas6,111omaspacom REV 8 011111111/4 • v,•�‘GEIVBF -(9 S C ' TAT OF • k, . . ORtt •t : Luis R. Lomas P.E. FL No.: 62514 • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • •• • ••• • • • ••• • • • • ••• • • • • • • • • • • . • ••• • • • • • • • • • • • ••• •• •• • • • •• •• • • • ••• • • WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD — & APPROVED SEALANT EXTERIOR BACKER ROD — & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN, EMBEDMENT } 1/4" MAX. _ SHIM SPACE L✓ #10 WOOD SCREW INTERIOR #10 WOOD SCREW 1/4"MAX, SPACE SHIM SPACE } 1 1/4" MIN. EMBEDMENT 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN. EMBEDMENT I 1/2" MIN. EDGE DISTANCE #10 WOOD SCREW WORD FRAMING OR 2x BUCK BY OTHERS REV A REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT REVISED PER NEW REOUIREMENTS INTERIOR EXTERIOR 06/22/15 R.t.. 01/10/18 R,L. 101 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION Eastern EASTERN A1Y}iiECTURAL SYSYTALS hMOON CF EMMA* METAL SUPPLY ISW DOMESTIC AVE FORT MYERS. Et UWf eaaAn as SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (XO, OX) 74" X 63" INSTALLATION DETAILS /RArIN• • • • • DWif, N i • V.L. • • • • • • • •d$ 02537 • • �� •,aIEII, sS FATS 1Q f.144•• sMEEr4 • • • • •• • • 4a L., R•BESTO P.E. • 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-O6O9 rromasskamaspe.c m OF 7 REV B SIGNED: 01/10/2018 I . kJA • u?' v�NGSo•;0.' e.t.a, TE t OF r-- ••• ':.OR1.. v Luis R. Lomas P.E. FL No.: 62514 Ark • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • •• • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• REVISIONS METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT METAL - STRUCTURE BY OTHERS 1/2" MIN EDGE DISTANCE _ 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Eli 12 INTERIOR #10 SMS OR SELF DRILLING SCREW 1/4" MAX. r 1 SHIM SPACE 1/2" MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT 1 /4" MAX. SHIM SPACE REV A REVISED INSTALLATION DETAILS i 8 REVISED PER NEW REQUIREMENTS DESCRIPTION INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION DATE APPROVED 06/22/15 R.L. 01/10/18 R.L. SIGNED: 01/10/2018 us,vw ARONTECC SYSTEMSEastern \tlllll//` EASTERN WA SUPPLY 4 v\GE iVe•F SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW `1k• 0 5 * (XO, OX) 74" X 63" INSTALLATION DETAILS i •�`: we o /'s''�t0RIO• a'f�`` i9/QNACtt\`� •• Wei • • • • Y.L. _ 08-02537 •• sca(NT�S :1.TE•112't1/14•_ , SHEET 5 OF 7 • • • • • • • • L.44OBERNI4OMASP.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-698-0609 Mwrms®kbmaspe.com Luis R. Lomas P.E. FL No.: 62514 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • REV B REv1S R£V 0 'SC RIPT1O DAT APPROVED OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD — &. APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY ; 2" MIN. ` BY OTHERS i EDGE DISTANCE -I -/ as 4 A h a 4 '• 1 1/4" MIN. e • a s 4 A' a a a 4 EMBEDMENT 1 /4" MAX. SHIM SPACE 2 1/4" TAPCON INTERIOR 1/4" TAPCON • STANCE 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT 1 1 /4" MIN. -ate EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONALL�1 X BUCK SEE NOTES 3 -- 7 SHEET 1 ^ONCRETE/MASONRY B 'THERS 1 /4" TAPCON MIN. EDGE DISTANCE 1 1/4" MAX. SHIM SPACE • BACKER ROD & APPROVED SEALANT A (REVISED INSTALLATION DETAILS 06/22/15 R.I. 6 ( REVISED PER NEW REQUIREMENTS INTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 •• • •• •• Eastern. `��"" """.V A MOWN OF v��r EASTFAN METAL SUPPLY L..s' w«. «,« br«« FORT DC•AESuvwt 1C AYE FORT Fl71Wf eai+>zma SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (XO, OX) 74" X 63" INSTALLATION DETAILS GiW"i • • • • • V.L.• • _ • • • • • 08-02537 SCAIE4NTe .IIir.TE.11feT/14• • JSHEET6 OF 7 • • • • • • LAWMAN!) 1432 WOODFORD RD LEWISVLLE. NC 27023 434-688-0609 Momaseleloinaspocorn • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • REV 8 01/10/18 R.L, SIGNED: 01/10/2018 \‘`+1(L/o v��GENB• *• •ty *•,�1oyQ�Z$�R * TAT EOFF:4r,." ''%9 •'4ORIDP•`ti %�DNA1.t*\On/ 110 � Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESORPTION DATE. APPROVED APPROVED SEALANT BEHIND FIN #8 WOOD SCREW 7/16" MIN ....1 EDGE DISTANCE EXTERIOR 7/116" MIN EDGE DISTANCE #8 WOOD SCREW APPROVED SEALANT BEHIND FIN I 1/4- MIN. EMBEDMENT INTERIOR 1. 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE WOOD FRAMING ...... BY OTHERS 1 1/4" MIN. EMBEDMENT 1 #8 WOOD SCREW APPROVED SEALANT BEHIND FIN 1/4" MAX SHIM SPACE 1 WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE AQ� REVISED INSTALLATION DETAILS 06/22/15 B REVISED PER NEW REOUIREMENTS INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 • • • •• •• • Eastern AT'Mwn.9, n,49',.19w bm1,1i. EASTERN ARamflL SYSTEMS A DIVISION OF EASTERN META, SOPS,' i1R1 DOMESTIC AVE FORT MYERS.Ft 17011 eoa+a-nw SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (X0, OX) 74" X 63" INSTALLATION DETAILS i1WGi/O •• • • • 08-02537 scAs•NT: • j1 TE:11`t!/14•_ ISHEET7 OF 7 V.L. REV 8 • • • • • • 1.1108ER11140MASP.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-O609 rMortmseldemaspa.rnm 01/ 10/18 R.L. SIGNED: 01/10/2018 Luis R. Lamas P.E. FL No.: 62514 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688 0609 rllomas®irlomaspe.com Manufacturer: Fastem Architectural Systems 16341 Domestic Ave. FT Myers, FL 33912 Engineering Evaluation Report Report No.: 51331OB Product Line: Series 176 SS Vinyl Horizontal Sliding Window — XO, OX Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Oepartnwgpf Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method.l(a)..The protippt sted herein complies with requirements of the Florida Building Code. • •. • ; . . . • • • . . • • Supporting Technical Documentation: • 1. Approval document: drawing number 08-02537 Revision B, prepared, signed and sealed by Wj,.Robertcj Lomas P.E. • • 2. Test report No.: CTLA 3005W-3A signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL AAMAMOMA/CSA 101/LS.2/A440-05/08/11 Design pressure: +70.0/-85.0psf Water penetration resistance 10.5psf ASTM E1886-05 and ASTM E1996-09 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, +70.0/-85.0psf design pressure 3. Test report No.: CTLA 3005W-3D signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL TAS 202 Design pressure: +70.0/-85.0psf Water penetration resistance 10.5psf TAS 201 and TAS 203 TAS 201/TAS203 Large Missile Impact, Level D, Wind Zone 4 TAS 201/TAS 203 Cyclic Load Test, +70.0/-85.0psf design pressure 4. Anchor calculations, report number 513306-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. • .... . . .. .. • ••.. •. • .• . • • . . • • • • • • • •• • Limitations and Conditions of use: • Maximum design pressure: +70.0/-85.Opsf • Maximum unit size: 74* X 63" • Approved Configurations: XO, OX • Units must be glazed per ASTM E1300-04/09, according to glazing details in approval drawing. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be extruded vinyl. • .. • •• • .. . Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02537 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 • • • • � • • • `V\'111 ! I l,l Evil wJ•v\G E N6%• *Id'/*? a ::: * : 0 ' i::::.• . ATE .415 OF • •gr Ye. Azt?R1to. o ©NA%. O \\�� •!IIitli10 Luis R. Lomas, P.E. FL No.: 62514 01/10/2018 • 5/20/2 18 Florida Building Code Online Business :& Professional Regulation GUI BCIS Home 1 Log In I User Registration I Hot Topics € Submit Surcharge j Stats & Facts € Publications FBC Staff I BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17379-R3 Application Type Revision Code Version Application Status Comments Archived 2017 Approved • • • • • • *Approved by DBPR. Approvals by DBP•R shall be revievde I a id ratifie I j : • the POC and/or the Commission if necestgry. • • • • • • • • • •• Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 Q (800) 432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature �© James Flesher \ jflesher@easternmetal.com Technical Representative Rudy Camera Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PO Box 520775 Longwood, FL 32752-0775 (321) 690-1788 Rudy@ptc-corp.com • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • •. • • • • • • • • • • •• • cpeii'vrij3kl , 8, I I,15, fib, Exterior Doo Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL17379 R3 Equiv EERNo2345 Rev2 Series5000 ExteriorDoor ss.Rd_f https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgSRyNwiN WDrYw7BekLe91 wkM 141Nng4KEuSCAOhCkk5tA%3d%3d 1/3 5/20/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/13/2017 12/13/2017 12/14/2017 FL # Model, Number or Name Description 17379.1 5000 Series Aluminum Impact Double Outswing French Door 5000 Series Aluminum Impact Double Outswing French Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Design Pressures are as follows Without Add On Sill Riser: +30.0/-75.opsf With Add On Sill Riser; +75.0/-75.0psf Certification Agency Certificate • • • • FL17379 R3 C CAC NI012134.0P-signed.pdf • • • • • • • • • • , FL17379 R3 C CAC NI012134,031fijgi 1 pdf •, • Quality Assurance Contract Exiligat•ion•• Date • • •, 09/30/2018 • •• •••• Installation Instructions • • FL17379 R3 II EAS0004 RevB DOlJBL•E-PANEL•EXTDIDOR ss.Lcr•' Verified By: Robert J. Amoruso, P...• 49 • • • • • Created by Independent Third Panaes • Evaluation Reports • • • • • • • • "" FL17379 R3 AE PERNo2345 ReVf Sties5000 I'kteriotDoor Is•pdf Created by Independent Third Pam! :2n • • 1 • • • • • •-• •-• 17379.2 5000 Series Aluminum Impact Single OS French Door W/Sidelites and Transom 5000 Series Aluminum Impact Single OS French boor J7Sidelitees and Transom • • • • • • • • • • • •0 • Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +80/-80 Other: HVHZ: Yes HVHZ: Yes -�: Certification Agency Certificate FL17379 R3 C CAC NI012643.pdf FL17379 R3 C CAC NI012643-R1.01 Quality Assurance Contract Expiration Date 04/30/2019 Installation Instructions FL17379 R3 II EAS0005 RevA Single French Door with SL and Transom ss.p_dt Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17379 R3 AE PERNo2345 Rev2 Series5000 ExteriorDoor ss.pdf Il- ••�•id_._-_- . - dent Third Party: Yes 17379 5000 Series Aluminum Impact Single Outswing French Door 5000 Series Aluminum Impact Single .. wing French Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Design Pressures are as follows Without Add On Sill Riser: +30.0/-100.0psf With Add On Sill Riser: +100.0/-100.0psf Certification Agency Certificate FL17379 R3 C CAC NI012134.01-R2-signed.pdf FL17379 R3 C CAC NI012134-R2,p� Quality Assurance Contract Expiration Date 04/30/2018 Installation Instructions FL17379 R3 II EAS0003 RevB SINGLE-PANEL-EXTDOOR ss.pdf Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17379 R3 AE PERNo2345 Rev2 Series5000 ExteriorDoor ss.p if Created by Independent Third Party: Yes , Back Next Contact Us :: 2601 Blair Stone Road, 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. 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: MI • • i • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgSRyNwi N W DrYw7BekLe91 wkM 141Nng4KEuSCAOhCkk5tA%3d%3d 2/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012134.01-R2 09/15/2014 Structural Eastern 1783-1 11/22/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assum Nil the product is active and currently listed. This certification represents product conformity to the applicable specifteatigq and that certification criteria has been satisfied. A NAMI approved certification label must be applie8to fh4producvp claim certification status. Please review and advise NAMI if any corrections are required. tv.this doctfriint• COMPANY NAME AND ADDRESS s PRODUCT DESCIUZJION . .... Eastern Architectural Systems Series "5000" Full Glaaed.Alumidutls : 10030 Bavaria Road Outswing Single Side4iiuged Door. Ft. Myers, FL 33913 Configuration:'X. I' : .. . Glazing: Monolithic Laminate-3/16 Heat Strengtlirfe1l Glass/0.090" SGP Inte layer by DuPont/3/16" Heat Strengthened Glass or IG-Exit-3/16" Tempered Glass/Laminate-3/] 6" Heat Strengthened Glass/0.090" SGP Interlayer by DuPont/3/16" Heat Strengthened Glass Frame: W-991mm(39") H-2465mm(97.06") Panel: W-908mm(35.75") H-2388mm(94.03") SPECIFICATION PRODUCT RATING AAMA 506-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 ASTM El :4: 6-05/E1996-09 TAS 201/202/203-94 Design Pressure: 1436 Pa (30 psf) Class LC-PG30 991 x 2465 (39 x 97)-SHD Negative Design Pressure: 4788 Pa (100 psi) Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure: 215 Pa(4S psf) Product Tested By: Certified Testing Laboratories, Inc. Report No: CTLA-3018WA/CTLA-3018WD Expiration Date: April 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012134-R2 09/15/2014 Structural Eastern 1783-1 11/22/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure get the product is active and currently listed. This certification represents product conformity to the applicable specifieet q1 and that certification criteria has been satisfied. A NAMI approved certification label must be applie'8te thdproduiltp claim certification status. Please review and advise NAMI if any corrections are requite& t•. this docthwnt. • COMPANY NAME AND ADDRESS PRODUCT DESCRWI'ION .. . .... Eastern Architectural Systems Series "5000" Full GlazadAlumilluni ; 10030 Bavaria Road Outswing Single Side -Hinge Iloor w/Riser Ft. Myers, FL 33913 Configuration:'X.' : .. . Glazing: Monolithic Laminate-3/16" Heat Strengtjett !' Glass/0.090" SGP Interlayer by DuPont/3/16" Heat Strengthened Glass or IG-Ext-3/16" Tempered Glass/Laminate-3/16" Heat Strengthened Glass/0.090" SGP Interlayer by DuPont/3/16" Heat Strengthened Glass Frame: W-991 mrn(39") H-2465mm(97.06") Panel: W-908mm(35.75") H-2388mm(94.03") SPECIFICATION PRODUCT RATING AAMA 506-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 ASTM El :+: 6-05/E1996-09 TAS 201/202/203-94 Design Pressure: *4788 Pa (100 psf) Class LC-PG100 991 x 2465 (39 x 97)-SHD Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure: MI Pa(15 psi) Product Tested By: Report No: Expiration Date: Certified Testing Laboratories, Inc. CTLA-3018WA/CTLA-3018WD April 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 • • . • • • . IENERAL NOTES: EASTERN ARCHITECTURAL SYSTEM SERIES 5000 FRENCH DOOR INSTALLATION ANCHORAGE DETAILS . THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S) STATED HEREIN IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1.1. PERFORMANCE STANDARDS USED IN TESTING, NON-HVHZ LOCATIONS: 1.1.1. AAMAf W DMNCSA 101 /I.S.2/A440-11 1.1.2. ASTM E1888-05 1.1.3. ASTM E1996-09 1.1.4. AAMA 506-08 1.2. PERFORMANCE STANDARDS USED IN TESTING, HVH2 AND NON-HVHZ LOCATIONS: 1.2.1. TAS 201.1994 1.2.2. TAS 202-1994 1.2.3. TAS 203-1994 '. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO. CTLA NO. 3018WA AND CTLA NO. 3018WD AND ASSOCIATED LABORATORY DRAWINGS BY CERTIFIED TESTING LABORATORIES. THIS PRODUCT EVALUATION DOCUMENT CAN BE USED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ADEQUACY OF THE EXISTING STRUCTURAL CONCRE 1 t / MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. .1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. ,, WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT PROTECTION DEVICE. . SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. L MATERIALS 8.1. FRAME MATERIAL: 6063-T6 ALUMINUM 8.2. 82. LAMINATED GLAZING INTERLAYER: KURARAY AMERICA, INC. SENTRYGLAS PER LATEST APPROVED MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) 8.3. GI AP.S MEETS THE REQUIREMENTS OF ASTM Et300-04E01 AND EXCEEDS THE DESIGN PRESSUES BELOW. L DESIGNATION'X' STANDS FOR OPERABLE PANEL. 0. INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER. INSTALLATION NOTES: 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER AND SIDING. 2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS, INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE. 2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION RESISTANT MATERIAL OR HAVE A CORRISION RESISTANT COATING. 1 WOOD BUCKS SHALL HAVE BEEN PRESERVATNE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 4. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 5. SEE SHEETS 3, 4 AND 5 SPECIFIC ANCHOR INSTALLATION DETAILS. 6. ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS 3 AND 4. 7. ANCHOR QUANTITIES AND SPACING / EMBEDMENT AND EDGE DISTANCE 7.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE MAXIMUM ON CENTER (0.C.) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEET 3. 7.2. END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEET 3 ARE ACCEPTABLE. 7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND 0.C. SPACING REQUIREMENTS. 7.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. 7.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. 8. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLAS11C OR SIMILAR LOAD BEARING MATERIAL, 9. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. PERFORMANCE RATING MAXIMUM DOOR SIZE GLAZING DETAIL (SEE SHEET 6) SILL RISER DESIGN PRESSURE 00011Ayy IMPACT RATING NON-HVHZ Q A 0 WITH ITEM N0 SILL RISE- '/-100 39'x97-1/18'FRAME 35-3/4' x 94-1/32' PANEL \ WIN E4 MISS EVEL D GE MISSILE IMPACT OUT ITEM NO. 6 SILL RISER +30/-100 TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES, INSTALLATION NOTES, TABLE OF CONTENTS 2 • • ANc1 51 4AEQUL& ligABID111PNLRAI EDGE DISTANCE 3 • . $EQIE% E:24T11361,41DUCHOR LAYOUT 4 • • • • • • •iERTIGAL CQOSE SGGTIONS 5 HORIZONTAL CROSS SECTIONS 6 GLAZING DETAIL AND GLAZING NOTES BILL OR MATERIALS Mk Mk • PROJECT # 417-1109 a Sr1 to Z 0 lJ O �w 2 .5 U.9 Z w0 U.Z tc No 2 N ♦ m 6d m Robert J. Amoroso P.E. F1 Id. P.E. No. 49752 • • • • • • • • • • • • •• • • • • • • • •• • •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • INSTALLATION AN HOR St HEDULE FASTENER HEAD TYPE FASTENER SIZE SUBSTRATE (4) FRAME COMPONENT MAN SPECIFICATION MIN. BEDMENT(IN) MIN. EDGE DISTANCE (IN) ANCHOR CAPACITIES BASED ON FLAT HEAD - SILL 1/4" H D, SILL ILLAND JAMBS ITW TAPCONS (1) 1-1/2 1-1/2 MIN. 2500 PSI CONCRETE [ONCRETE ITW TAPCONS (1) "9-FRE-N-FORMANCE TO ASTM C-90, MEDIUM WEIGHT, DENSITY > 117 PCF MASONRY (BLOCK/CM JAMBS ONLY 1 2 No. 14 WOOD HEAD, SILL AND JAMBS ANSI 818.6.1 (WOOD SCREW) (2) 1-1/2 1 WOOD WITHAMINIMUM SPECIFIC GRAVITY OF 0.55 (HVHZ) OR 0.42 (NON-HVHZ). PAN HEAD - HEAD AND JAMBS No. 14 or 1/4" STEEL STUD HEAD, SILL AND JAMBS ASME B18.6.4 (TAPPING SCREW) (3) 3 THREADS BEYOND INTERIOR FACE OF SUPPORTING SUBSTRATE 3j8 MIN. WALL THICK. =0.0451" (18 GA.) MIN. FTY = 33 KSI MIN. FTU = 45 ksi No. 14 or 1/4" STEEL OR ALUMINUM HEAD, SILL AND JAMBS ASME B18.6.4 (TAPPING SCREW) (3) 304 SERIES STAINLESS STEEL 3/8 MIN. WALL THICK. =0.07" MIN. FTY =16 K5I MIN. FTU = 22 ksi NOTES: 1) WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. 2) FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE; IF SPUTTING IS A CONCERN, DRILL0.149" PILOT HOLE (DRILL SIZE 25). 3) SEE ASME 818.6.4 APPENDIX FOR MINIMUM HOLE SIZE BASED ON WALL THICKNESS AND SCREW THREAD TYPE. 4) FOR CONCRETE/CMU SUBSTRATES, 1X WOOD BUCK IS OPTIONAL FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE THROUGH -FRAME INSTALLATION EXTERIOR MIN. EDGE f DISTANCE MIN. EDGE DISTANCE MIN. EMBEDMENT INTERIOR " "' . . . . .. ... .. . . . .. ... . .. • . . PROJECT # 417-1109 p� m 5 b 8 E z oo Robert J. Amorwo. P.E. Florida P.E. No. 49752 . . • • . . • . . .. . . . • . • • .. . .. . . . • • .. . ... . ... . . . • ... . . • . •.. •. . . •. • . . ... . . • • . . . . . •. • . . . • .. .. . . . .. .. 000 . . . ... . • 39" MAX. 0.A. FRAME WIDTH 35 3/4" MAX. 0.A. PANEL WIDTH 30 19/32" MAX. D.L.O. WIDTH 97 1/16" MAX. O.A. FRAME HEIGHT 25 /2" (TYP.) /// 94 1/32" MAX. PANEL HEIGHT 9 5/8" 42" v SERIES 5000 FRENCH DOOR EXTERIOR LAYOUT EXTERIOR VIEW HINGE LOCATION NOTES: 1 86 9/32" MAX D.L.O.HEIGHT 1. 94-1/32" PANEL HEIGHT - 4 HINGES SPACED AS SHOWN IN ELEVATION ABOVE REQUIRED. 2. 90" AND LESS PANEL HEIGHT - 3 HINGES SPACED AT 8" FROM PANEL TOP, 6-5/8' FROM PANEL BOTTOM AND CENTERED BETWEEN TOP AND BOTTOM HINGES APPROVED BASED ON TESTING. 3 1/2" — 44$ 1 - 3 1/2" 0.1 L X { 3 1/2" ' f -- 3 1/2" SERIES 5000 FRENCH DOOR ANCHOR ELEVATION CONCRE t E (HEAD. SILL & IAMBS), CMU (JAMBS) ONLY OR WOOD SUBSTRATES (HEAD. SILL & JAMBS) (SEE ANCHOR SCHEDULE ON SHEET 2 FOR SUBSTRATE REQUIREMENTS) EXTERIOR VIEW • • • 3 1/2" — e -- 3 1/2" tD owl X - 3 1/2" 3 1/2" SERIES 5000 FRENCH DOOR • • • • t NIctoRRErEVATION • l4&UMINkJM4r\Na SiTi - SUBSTRATES (SEE ANCHOR • • scvcoutg DN %TAT: FIR VATRATE REQUIREMENTS) EXTERIOR VIEW • • • • • • • • • PROJECT # 417-1109 ri 9 • 3 p) z Robert J. Mtorwo. P.E. Florida P.E. No, 49752 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS mil EXTERIOR ® j' Lam;.. INTERIOR ?!lam 10 SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. 25 1 SHOWN c 1 0 • VERTICAL CROSS SECTION - HEAD WITH 7/16" NOMINAL IGU (ITEM NO. 17A) SHOWN EXTERIOR INTERIOR 19 SHOWN PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 17 9 13 SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. VERTICAL CROSS SECTION - SILL WITH 7/16" NOMINAL IGU (ITEM NO. 17A) SHOWN •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • PROJECT # 417-1109 1 Q g 6 E Q� ag QJ LL U Lu wre w CD 4 m 1 Robert J. A norwo. P.E. Florida P.E. No. 49752 • • • • • • • • • • • • • • • • •• • •• • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR FINISH BY OTHERS SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. PERIMETER SEALANT BY OTHERS 3 4 14 INTERI SHOWN EXTERIOR 10 SHOWN SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. INTERIOR 14 � EXTERIOR HORIZONTAL CROSS SECTION - JAMBS WITH I" NOMINAL LAMINATED IGU (ITEM NO. I7B) SHOWN EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • ••• • • PROJECT # 417-1109 Robert J. Mono. P.E. Florida P.E. No. 49752 • • • • • • • • • • • • •• • • • • • • • •• • •• • • • • • •• • ••• • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • 0410 • • BILL OF MATERIALS REM PART NUMBER DESCRIPTION MATERIAL MANUFACTURER 1 52839 FRAME HEAD ALUMINUM 6063—T6 SAPA 2 52842 FRAME HEAD INSERT ALUMINUM 6063—T6 SAPA 3 52838 JAMB ALUMINUM 6063—T6 SAPA 4 52840 JAMB COVER ALUMINUM 6063—T6 SAPA - 5 52844 SILL — ALUMINUM 6063—T6 SAPA 6 52843 SILL ADD —ON ALUMINUM 6063-16 SAPA 7 54351 HINGE STILE ALUMINUM 6063—T6 SAPA 8 53419 TOP RAIL ALUMINUM 6063—T6 SAPA 9 53420 4" BOTTOM RAIL ALUMINUM 6063—T6 SAPA 10 52853 1" GLAZING BEAD ALUMINUM 6063—T6 SAPA 11 52854 1/2" GLAZING BEAD ALUMINUM 6063—T6 SAPA 12 30442 .187 X .330 VINYL WEATHER STRIP VINYL/RUBBER TEAM PLASTICS 13 30602 LARGE BULB VINYL/RUBBER TEAM PLASTICS 14 30601 GLAZING WEDGE VINYL/RUBBER TEAM PLASTICS 15 3/8' X 2 1/2" THREADED ROD STEEL 16 8 X 1/2" PANHEAD TEK SCREW STEEL 17A LAMINATED GLAZING — SEE GLAZING DETAIL A ON SHEET 6 17B LAMINATED IGU GLAZING — SEE GLAZING DETAIL B ON SHEET 6 18 TOP CORNER KEY MADE BY EMS ALUMINUM 6063—T6 19 BOTTOM CORNER KEY MADE BY EMS ALUMINUM 6063—T6 20 SHOOT BOLT GUIDE MADE BY EMS PLASTIC 21 3/8" NUT STEEL 22 HINGE PLATE ALUMINUM 6063-76 REGENT 23 4" X 4 1/2" S.S. BUTT HINGE STAINLESS STEEL REGENT 24 INTERLOCK MULTIPOINT HARDWARE W/ SHOOT BOLTS STEEL INTERLOCK 25 INSTALLATION ANCHOR — SEE SCHEDULE ON SHEET 2 GLAZING DETAIL NOTES: 1. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 2. SETTING BLOCKS 2.1. ARE NOT REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE BECAUSE MAXIMUM GLASS WIDTH IS LESS THAN THREE (3) FEET. 2.2. IF USED, SETTING BLOCKS SHALL BE NEOPRENE 70-90 SHORE A DUROMETER HARDNESS OF APPROVED EQUAL. 3. GASKET MATERIALS (ITEM NO. 14) 3.1. SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. 3.2. SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS AS APPLICABLE: 3.2.1. ASTM C864 3.2.2. ASTM C509 3.2.3. ASTM C1115 3.2.4. ASTM E2203 INTERIOR 5/8" GLASS BITE 4" HEAT STRENGTHENED GLASS .090 SENTRYGLAS 14 INTERLAYER BY KURARAY AMERICA {l;" HEAT STRENGTHENED 7/16" 0.A. GLASS THICKNESS 11 EXTERIOR GLAZING DETAIL A WITH 7116" NOMINAL GLASS W/PVB 1NTERLAYER HORIZONTAL CROSS SECT • 3 INTERIOR 13 EXTERIOR 5/8" GLASS BITE 7 20 14 .090 SENTRYGLAS INTERLAYER BY KURARAY AMERICA y " HEAT STRENGTHENED GLASS r " HEAT STRENGTHENED GLASS } T}" TEMPERED I 10 GLASS i" AIR SPACE WITH _ XL EDGE SPACER BY CARDINAL • • •GrialiCARIA L. g WITH 1" NOUINr:L •GrL.bSS W/IW3dNTE&LAYER • ilt)R1744T4420S% O:1 SWAN • ••• • ••• • • 1" 0.A. _ THICKNESS W O Q • 4 r m it !! !Roben J. /WORD, P.E. Florida P.E. No. 40752 • • •• •• •• • • • •• • • • • •• • • •• • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • Product Evaluation Report Rule 61G20-3 F.A.C. 1 Report No. 2345, Rev. 2 1 Project No. 417-1109 1 12/11 /171 Page 1 of 2 Product Manufacturer Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Code: Current Edition of the Florida Building Code Compliance Method: Product Approval Rule 61G20-3.005(1)(a) —Certification Mark or Listing Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.: Product Name, Model and/or Description Series 5000 Outswing Aluminum French Door Exterior Swinging Door • • • • • Series 5000 outswing Single X Aluminum French Door, Exterior Swinging Door with and w/oaSill Riser. • •. o Certified Testing Laboratories Test Report No. CTLA 3018WA (Revised) and CTLA'NOP3018W0' {Revised) and Associated laboratory drawings by Certified Testing Laboratories, signed Sild waled by Ramtth C. Patel, FL PE License No. 20224. ' • o PTC Product Design Group Drawing No. EAS0003, Rev. 8, dated 12/11/17, signed: id sealeIuby►llebert 1� Amoruso, P.E., FL License Number 49752 u • Series 5000 Outswing Double XX Aluminum French Door, Exterior Swinging Door with acid aalb Sill nue o Certified Testing Laboratories Test Report No. CTLA 3018WA-1 (Revised) and paler. 3018W0-1 (Revised) and Associated laboratory drawings by Certified Testing Laboratories, signed andusealed by Ramesh C. Patel, FL PE License No. 20224. •• •• o PTC Product Design Group Drawing No. EAS0004, Rev. B, dated 12/11/17, signctd and seaiadity, Robert J' • Amoruso, P.E., FL License Number 49752 . . • Series 5000 Outswing Single w/Sidelites and Transom O/OXO and OXO Aluminum French Door, Exterior Swinging Door with Sill Riser o Certified Testing Laboratories Test Report No. CTLA 3044WA-1 and CTLA NO. 3044WD-1 and Associated laboratory drawings by Certified Testing Laboratories, signed and sealed by Ramesh C. Patel, FL PE License No. 20224. o PTC Product Design Group Drawing No. EAS0005, Rev. A, dated 12/11/17, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 Engineering Analysis & Evaluation: • PTC Report No. 2331, Rev. 0, Eastern Architectural Systems, Series 5000 Single French Door Anchorage Engineering, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 in accordance with the current edition of the Florida Building Code. • PTC Report No. 2344, Rev. 1, Eastern Architectural Systems, Series 5000 Double and Single 0/0X0 French Door Anchorage Engineering, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 in accordance with the current edition of the Florida Building Code. Performance Testing: • Performance Standards used in testing, NON-HVHZ locations: o AAMA/WDMA/CSA 101/I.S.2/A440-11 o ASTM E1886-05 o ASTM E1996-09 o AAMA 506-08 • Performance Standards used in testing, HVHZ and Non-HVHZ Locations: o TAS 201-1994 o TAS 202-1994 o TAS 203-1994 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 321-690-1788 1 FBFE Certification of Authorization No. 25935 t1 r Product Evaluation Report Rule 61G20-3 F.A.C. 1 Report No. 2345, Rev. 2 1 Project No. 417-1109 1 12/11 /171 Page 2 of 2 Limitations & Conditions of Use: • This product has been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineeriggnnetysis by a licensed professional engineer or registered architect as required by the authority havfig jyflidiction? • • • • • Adequacy of the existing structural substrates as a main wind force resisting system caga6le ofard f withsisog and •. transferring applied product loads to the foundation is the responsibility of the licensegissional en§tneer or• • registered architect acting as the design professional of record for the project of installatlgtt. • • • • •• Certificate of Independence per Product Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. rri • • • • • •••• • • • • • ••• •• •• • • • • • • • • • • • • • • • • • • •• • Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 • •• • • • • •• • •• • PTC Product Design Group, LLC I PO Box 520775 I Longwood, FL 32752-0775 321-690-1788 I FBPE Certification of Authorization No. 25935