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WS-16-2415
Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795-2204 • Fax; (305)756-8972 12/7/2017 To: Current Owner 1098 NE 98 Street Miami Shores , FL 33138-2506 Permit: WS-8-16-2415 Address: 1098 NE 98 Street Miami Shores FL33138-2506 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order,to take care of this matter. Sincerely, /Z i7. Ismael Naranjo (CBO Building Director Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-1 6-2415 Permit Type: Windows/Shutters York Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 9/27/2016 Expiration: 03/26/2017 Parcel Number Applicant 1098 NE 98 Street Miami Shores, FL 33138-2506 1132050180350 Block: Lot: RAUL & MADELINE CORBO Owner Information Address Phone Cell RAUL & MADELINE CORBO 1098 NE 98 Street MIAMI SHORES FL 33138-2506 Contractor(s) Phone ALLSTATE GENERAL CONTRACTOR (305)986-2004 Cell Phone Valuation: Total Sq Feet: $ 15,000.00 0 Type of Work: IMPACT WINDOWS No of Openings: 16 Additional Info: IMPACT WINDOWS Classification: Residential Scanning: 5 tikliCELID Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning. Fee Technology Fee lCi Total: Amount $9.00 $3.90 $3.90 $3.00 $260.00 $80.00 $15.00 $12.00 $386.80 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-16-61151 08/30/2016 Credit Card $ 50.00 $ 336.80 09/27/2016 Credit Card $ 336.80 $ 0.00 Available Inspections: Inspection !Type: Window Door Attachment Final Review Building Review Structural 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 far, ELECTRICAL, PL '`,'Idle G, MECHANICAL, WIND O . S, DOORS, ROOFING and SWIMMING POOL work. OWNERS •AF T at all the foregoin. formation is accurate and that all work will be done in compliance with all applicable laws regulating constructio zonin. ermore,.4 authoriz - e above -named contractor to do the work stated. September 27, 2016, AuthoSignature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 27, 2016 1 Miami Shores Viiiage 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 Approval (NOA). Acknowle sue' ent: ier/Owner Signature �a dy Cce�� Date PrintName 2-7/4 9116/2416 30•g30 IVlldl I II JI IUI CJ V IIIdgC 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 BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: City: ❑ REVISION RECEIVED 3 0 2016 AU B FBC 2014 51 Master Permit No. I v S Sub Permit No. ❑ EXTENSION ❑ CHANGE OF CONTRACTOR Io q tv1= f/-eefr ❑ CANCELLATION ❑ RENEWAL SHOP DRAWINGS Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: OWNER: Name (Fee Simple Titleholder): Flood Zone: Address: >C `09-S Ne "1(6 City: ` air) e_2 State: )( -i -Lr' d.Q4 NO BFE: FFE: Phone#: ?' (1 /L 119 Zip:,33r34B Tenant/Lessee Name: Phone#: 1" Email: CONTRACTOR: Company Name: 4 [ I is Je v't,,a„„ ) (el ft4 C/o "). Address: / 19 ' 5 l� e,// �`o n e ply d City: AV 0," 4 ti rrc €!en ,` State: FL-. Zip: 3?) S/ Qualifier Name: ✓ 5%'1 j `f/o e i Phone#: State Certification or Registration #: C G G. /So (` , Certificate of Competency #: Phone#: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ Is) COP Type of Work: ❑ Addition EI Alteration Description of Work: I fh »' c T Pis Phone#: 30S- a c y City: State: Zip: Square/Linear Footage of Work: N I New ❑ Repair/Replac ❑ Demolition Specify color of color thru tile: 260 Submittal Fee $ L 0' -' k Permit Fee $ ' 03 CCF $ 9• GO Scanning Fee $ kS • Radon Fee $ ' a DBPR'$ 3 ' Q 0 Technology Fee $ \ 2 • CAM Training/Education Fee $ 3 CO Structural Reviews $ 8� CO/CC $ Notary $ Double Fee $ p Bond $ y i TOTAL FEE NOW DUES 33G • a) 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. I 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 ins a ion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will be approved and a reinspection fee will be charged. Signat OWNER or AGENT The foregoing instrument was acknowledged before me this 7 day of Ai j elq S / (O'bb ,20 16 , by , who . ersonally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: t: Seal: _.,0° y ir_ 71T1! ffirs4rtrirM c': Notary Public - State of Florida • Commission # FF 228649 My Comm. Expires May 10, 2019 '44Bonded through National Nptary Assn: *******s************************ APPROVED BY I Signature f. CONTRACTOR The foregoing instrumentt was acknowledged before me this 7 day of Ay , 20 by j-4 f 6''7 Sore l , who is ersonalow to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 11/.wrSS7MIumtt gm Notary Public - State of Florida E Commission # FF 228649 oc • My Comm. Expires May 10, 2019 i OFFI,, '"'r'��"' Bonded through National Notary Assn. ** ******************************* Plans Examiner Structural Review ********'************************* Zoning Clerk All iami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Com ensation Insurance Exem do n Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. . Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the 9onstruction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. ,- Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 514/ day of fAg U►S1 By 3.CIS©N S l pCS ,201. who is ersonall known to me or has produced (� as identification. Notary: SEAL: Cori Mad Ifmw+ EXPIRES: August 27.2019 WWW.AARONNOTARY.COM Allstate General Contractors & Developers, LLC Date: A U (�uSt 5 l 20(l.p State of: Fi D f Id(� County of:M1011M1 f CLL Before me this day personally appeareddt Q N S iPS who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: IOq es3 E q % Streef . Sworn to or affirmed) and subscribed before me this 5 'day of l/igt�ls+" , 20 lip, by�QS�N S(prL Personally known OR Produced Identification Type of Identification Produced Cmkt-nu Inaiintk, Print, Type, or Stamp Name of Notary 00111111801 wn»a+ own Moat V. 2019 WWW.AAAONN^T►=v r,om ei` PAYMENTSECEIVED, '-ALJ.STATE•;NERAL CONTRACTORS & GENRAL BOR.:DING t.A•mTRACTyR • - vis'Y TAX COLLECT0f.V. SEC. TYPE OF SOSINESS-,.? - OWNER•-;-• , , 6164 trikidATI ANE�NITRATOR t'1314' - • • • • • 1.?5, ;eA Mustbe thsptayed at place of • Pursuant 4-61.41? CG C1506154 10/09/ ;,•,; xCREDITCARD-1 6-001523 .s...,„, , ' ,,,s•-s;:,.:1":=::, ; -, -,•.• ,;%."."?.),,: ,._, -1", '-'4,... 4' r •ke ,'.:'''. : • • ' ThislentitBusirtesiTeiReceipt onlyconfirms payMetkieftit- etoce' I Business Tx. The Receipts not a Bann, :- perei ,k, ;*e certification of the hottioaqualtficatipen,ln.ifit Wetness. Holder niSC nOtnithiiiiiitli any governmental v,;"or tiOngeeemmenta1MMtlatory loVv.,'LOOd.requirementiwhietiapply to the Inieliteit.'' , NA N.. •i,.;.:Yrt,e'•,,,:,..,, r=.1...'.` .,..•:••„.. .,,,,,k,,.,- , : ,.,:•.. -,,.t.".••F4.;.4,:-N4•47!,,,frt...,,,2 ,s`.:, . : f. The RECEIPT No. above must be displayed on all commercial vehicles - Miiiini4lidli,Cade Sec-ea-276. ;!--;:',;:• , f', kKr4,'" ,'" ." ' ;4-,` -,.. ,'''''''''`':""'}. '":41;1.;';'-',%‘:,...,:•:.• For more information, visit winrw.miamidedii4aritilitiltestor " Report Viewer 8/4/16, 9:46 AM 1 100% JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 7/27/2016 EXPIRATION DATE: 7/27/2018 PERSON: SIPES JASON FEIN: 260790044 BUSINESS NAME AND ADDRESS: ALLSTATE GENERAL CONTRACTORS & DEVELOPERS LLC 1905 KEYSSTONE BLVD NORTH MIAMI FL 33181 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shag be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 https://apps8.fldfs.com/crreportviewer/reportViewer.aspx?data=kdv...b4EBeAVZOvfY%2bsQdEz%2bnvTV82UobJ2bHs13BOKOTXHTgU092EFnf4Q%3d%3d Page 1 of 2 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE, OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER , CGC1506784 The GENERALCONTRACTOR Named below IS.CERTIFIED Under the provisions -of Chapter 489 FS :Expiration date AUG $1, 2016 0 CI ISSUED: 09/18/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1409180001724 r-aa.r e. a. ar UtK I II-IVA I t OF LIAI ILI I Y IN,UKAN1 t 08/30/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER South Pacific Professional Ins. 500 K W. 49th Street Hialeah, FL 33012 Phone (305)825-3535 Fax (305)825-5694 INSURED ALLSTATE GENERAL CONTRACTOR & DEVELOPERS, LLC 1905 KEYSTONE BLVD NORTH MIAMI, FL 33181- 305 CONTACT NAME: PHONE ((305)825-3535 EMNL �F,/(tj; ADDRE S; sppinsurance@hotmail.com (NC No): INSURER(S) AFFORDING COVERAGE INSURER A : UNITED SPECIALTY INSURANCE COMPANY INSURER B: INSURER C : (305)825-5694 NAIC INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRP L TYPE OF INSURANCE INSR JS p POLICY NUMBER (A MIDDYIYYYY) (FF MMIUDD/YYYY) LIMITS A I GENERAL LIABILITY J I' 1 5111003B20871 12/03/2015 12/03/2016 � I EACH OCCURRENCE 1 $ 1,000,000.00 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50,000.00 U COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) I $ 5,000.00 IN ❑ CLAIMS -MADE ❑ OCCUR IN PERSONAL & ADV INJURY I $ 1,000,000.00 ■ GENERAL AGGREGATE I $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER ❑ POLICY ❑JET ❑ LOC PRODUCTS - COMP/OP AGG! $ 2,000,000.00 $ AUTOMOBILE LIABILITY i i I COMBINED SINGLE LIMIT I (Ea accident) i $ BODILY INJURY (Per person) I $ in ANY AUTO BODILY INJURY (Per accidenlj $ ALL OWNED SCHEDULED • A ❑ AUTOS PROPERTY DAMAGE J $ (Per accident) I NON -OWNED Ill HIRED AUTOS ❑ AUTOS ;s ■ ❑ L ■ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAR ❑ CLAIMS -MADE I EACH OCCURRENCE j $ AGGREGATE I $ ■ DED ■ RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE j N/A J i WC STATU OTH-I ❑ TQRY LIMITS ■ ER_. E.L. EACH ACCIDENT I $ OFFICER/MEMBER EXCLUDED? i— 1 (Mandatory in NH) I i If yes, describe under DESCRIPTION OF OPERATIONS below E.L DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT I $ __; DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) license#: CGC1506780 ALLSTATE GENERAL CONTRACTOR & Developers, Ilc CERTIFICATE HOLDER CANCELLATION MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES FL 33138 ACORD 25 (2010/05) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ' • 2 AA88-2010 ACORD CORPOON. All rights reserved. The ACORD name and logo are registered marks of ACORD \ \4\S � ciD5' RTIFICATION NO: DATE: CATION PROGRAM: COMPANY: CODE: REVISION DATE: NI009020.03-R2 04/26/2011 Structural Eastern 1783-1 06/16/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com 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 applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series "FWI 1000" Aluminum 10030 Bavaria Road Impact Rated Single Iiugg •' •Window• •• • •• • Ft. Myers, FL 33913 • • • Configuration:Von • • • • • Glazing: IG-Laminate-1/8" a antrengtlldheei : Glass/0.090" Saflex by Solutia/I/8"-teat Strengthdli'2d Glass/0.250" Air Space/1/8" HW6tr.engthened'6fass • • • • • Frame: W-1219mm(48") 'V;1)829mm('i2") • • • Sash: W-1194mm(47") H-965mm(38R)' ' SPECIFICATION PRODUCT TAS 201/202/203-94 Design Pres ure: +75/-75 psf Large Mis le Impact Rated Product Tested By: National Certified Testing Laboratories/Fenestration Report No: NCTL-210-3374-1/FTL-3598-File 02-311 Expiration Date: December 31, 2019 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 ing Labo • •• • • • • •• • • CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI010670.01-R1 10/03/2012 Structural Eastern 1783-1 02/09/2016 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com 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 applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems 16341 Domestic Avenue Ft. Myers, FL 33912 Series "FWI 1000SH" Aluminum Flange Frame Single Hung Window.. • • •••• • • • . • • • •. . • . . ..• . Configuration: EWX. • • . Glazing: IG-1/8" Annealed Glass/ .aminate-3/I61,Heat. ll Strengthened Glass/0.090"Saec.Interlayer4. •.; .3/16"" Heat Strengthened. .... . • • • .. .. •••• • . • • • Frame: W-1349mm(53.13") : H-198lmm1E•7 • • •• • •••• Sash: W-1283mm(50.5") H-1003mmS"); SPECIFICATION PRODUCT RATING ASTM E1886-05/E1996-06 TAS 201/202/203-94 AAMA/WDMA/CSA 101/I.S.2/A440-05 Design Pressure: +80/-100 psf Wind Zone 4-Missile Level D Large Missile Impact Rated H-LC80 1349 x 1981 (53 x 78) Product Tested By: Report No: Expiration Date: Element Materials Technology ESP009274P-10/ESP009274P-11 April 30, 2021 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 00000 • • • • . • • •• • • • CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI010670-R1 05/25/2011 Structural Eastern 1783=1 08/05/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com 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 applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series "FWI 1000" Aluminum • ••.• 10030 Bavaria Road Impact Rated Single Bung Windd*• • . ••• Ft. Myers, FL 33913 Configuration: Ili%' • • • • • Glazing: Laminate-3/16" Hia Friengthesitd. : Glass/0.090" Saflex IIIG rVB interlaye>!/• •' 3/16" Heat Strengthvuecj Vass •. • • • • •• . • • Frame: W-1346mm(53") 4-J95¢mm(7'/") • • • Sash: W-1314mm(51.75") H-984mm(38.75") ' SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: 3830 Pa (80 psf) Negative Design Pressure: 4788 Pa (100 pst) Large Missile Impact Rated Product Tested By: Report No: Expiration Date: Fenestration Testing Laboratory, Inc. 5682/11-749 July 31, 2020 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 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. 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 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, SEE SHEETS 2-7 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 #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SHEET NO. • • REVISIONS REV DESCRIPTION DATE APPROVED 15. FOR FRAME ANCHORING 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 FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" 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 FRAME ANCHORING 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 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 1/8" THICK MINIMUM •• ••• • • •• TABLE OF CGNTEI11: • • • • • • DESCRI�11OI\I • • • • • •• SIGNED: 08/26/2014 Eastern EASTERN ARCIRECTURAL On A PINSION OF EASTERN METAL SIMPLY RamoaAVARNROAo fgiT MIERs. wuoA mTns 1 NOTES 2 — 6 7 8 — 11 12 ELEVATIONS • • • • CROSS SECTIONS S. :F3.O.1 • • • • • • • • • • • • • • • • INSTALLATION DETAILS � • • � • • • • • • • COMPONENTS • •• • • • • SERIES FWI 1000 IMPACT SINGLE HUNG WINODW NOTES • DRAWN: V L. DWG NO. 08-02476 L•ALE NTS I DATE 08/20/ 14 I SHEET 1 OF 12 REV • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • : • • • • • • • • • • • • • 000 • • 1- FR HE 5" MAX — 48" MAX FRAME WIDTH O.C. 1 I�{ I r 13" MAX 1 I 5" MAX / / 2" MAX. O.C. / '2" IAX AME — IGHT 7 _ / 5" MAX / 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION FR HE 5" MAXI 48" MAX FRAME WIDTH 13" MAX O.C.� 5" MAX 10" MAX O.C. '2" IAX AME IGHT 1< / 5" MAX s s ._ 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t75.OPSF LARGE AND SMALL MISSILE IMPACT NOTES: 1. SASH SIZE: 47" X 38". 2. D.L.O.: 42 3/4" X 31 5/8". 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TO AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. MISSILE LEVEL D, WIND Z. E 4, AND HVHZ WITH GLAZI G A • • 000 • • • • • • • • • •• ••• • • • • REVISIONS REV DESCRIPTION DATE APPROVED 1/8" HS EXTERIOR 3/4" BITE SETTING BLOCK 11/16" 1/8" HS .090" SAFLEX BY SOLUTIA 1/8" HS INTERIOR ALUMINUM SPACER SYSTEM ^r STRUCTURAL SEALANT SIKAFLEX 552 GLAZING DETAIL A •• • •• • • • •• • ••• • • • • • • • • • • • • • • •• • •• • • •• • • • • • • • • • •• • • • • • • • • • • Eastern A DNL9gN OF E/STEAN METAL 8YP0.Y lomo 9111UA 110 SERIES FWI 1000 IMPACT SINGLE HUNG WINODW ELEVATIONS (SAWN: V.L. DWG NO. 08-02476 REV ffALE NTS IDATE 08/20/14 IsHEET2 OF 12 000 • • • • 1100 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • ••• • • • •• • ••• j► 76 M FR HE 5" MAX — 53 1/2 MAX bKAML WIUIH 10" r I MAX O.C. 1 I I 1 1 1/ 5" MAX // / t 8" MAX O.C. —. /2" — AX AME IGHT — — // 5" MAX / 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION 76 FR HE 5" MAX MAX S3 1/2 MAX hKAML WWII 13 J . MAX O.C. • 5" MAX .— \ 7 • . • 9" MAX O.C. /2" AME IGHT 1 / • • . / / • L . 5" MAX / • r r REVISIONS REV DESCRIPTION DATE APPROVED 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW RN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +120.0%1$O.OPSF LARGE AND SMALL MISSILE IMPACT NOTES: 1. SASH SIZE: 50 1/2" X 38 1/4". 2. D.L.O.: 47 1/2" X 31 3/4". 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING B • • 000 • • • • • • • • • • • •• • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • •000 • 1/2" 3/16" HS .100" HP SOLUTIA 3/16" HS EXTERIOR I 1 I INTERIOR 1 1/2" BITE SETTING STRUCTURAL SEALANT BLOCK ��nr�r SIKAFLEX 552 GLAZING DETAIL B Eastern FAMERN ARCWMCII RILS W1E118 A MVLAIONa EASTERN METAL SYW1N IOMT MAVAR. ROAD wm MYERs. AlwioAmia SERIES FWI 1000 IMPACT SINGLE HUNG WINODW ELEVATIONS *AWN: SL. DWG NO. 08-02476 °ALE NTS IDATE 08/20/14 IsHEE73 OF 12 REV S.. • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• FR HE 5" MAX 53" MAX FRAME 14 1/2" WIDTH I 1 I MAX O.C. I 5" MAX \ / / / — 12" MAX O.C. 7" IAX AME IGHT 7 5" MAX / \ — 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION FR HE 5" MAX 53" MAX FRAME WIDTH 3 MAX O.C. • • • 5" MAX 10" . MAX O.C• '7" IAX AME IGHT • i / ` • 5" MAX REVISIONS REV DESCRIPTION DATE APPROVED 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +80.0%100.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING C NOTES: 1. SASH SIZE: 51 3/4" X 38 3/4". 2. D.L.O.: 47 3/4" X 34". 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. •• • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ' • • • • • • • • • • • • 1/2" 3/16" HS .090" SAFLEX IIIG BY SOLUTIA 3/16" HS EXTERIOR INTERIOR 3/4" BITE SETTING nr—I STRUCTURAL SEALANT BLOCK SIKAFLEX 552 GLAZING DETAIL C �. Eastern • EAsnam ARdIRECTIRAL SYSTOAS EASTERN METAL SWIM, 1MI30 BAVARIA ROAD ero4u-ssa SERIES FWI 1000 IMPACT SINGLE HUNG WINODW ELEVATIONS DAWN: V*L. DWG NO. 08-02476 REV ,SCALE NTS IDATE 08/20/14 IsHEET4 OF 12 • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • I. • • • • • •• •• • • • • 5" MAX 5" MAX 1 12" MAX O.C. 78" MAX FRAME HEIGHT 5" MAX 53 1/8" MAX FRAME WIDTH 14 1/2" MAX O.C. 1 1 J / 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION FR HE 5" MAX 53 1/8-- MAX hKAML WIUIh 13" �O.C.MAX � • ' • R. • / 5" MAX I—. L. 10" MAX O.C. 8.. / / • . IAX AME IGHT �. . • / / / 4 . • • 5" MAX / ` REVISIONS REV DESCRIPTION DATE APPROVED 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +80.0%f00.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING D NOTES: 1. SASH SIZE: 50 1/2" X 39 1/2". 2. D.L.O.: 47 1/2" X 33 1/2". 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. • •• ••• • • • • • •• • • • • • • •• • • • •• • • • • • • • 1/8" ANN. EXTERIOR 3/4" BITE 7/8" 3/16" HS .090" SAFLEX BY SOLUTIA 3/16" HS INTERIOR ALUMINUM SPACER SYSTEM STRUCTURAL SEALANT SETTING SIKAFLEX 552 BLOCK GLAZING DETAIL D Eastern AMMMINW EASTUM ARLRRECNWL SYSIEW EMIEAN METAL SWP. Famo SAVMM ROAD • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • SERIES FWI 1000 IMPACT SINGLE HUNG WINODW ELEVATIONS DWG NO. BRAWN• :.L. ALE NTS IDATE 08/20/14 ISHEET5 OF 12 08-02476 REV T ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • Oa • • • • • • • ••• • • • • • •• •• • 000 • • 5" MAX — 5" MAX 9 3/4" MAX O.C. 96" MAX FRAME HEIGHT 5" MAX }SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION 53 1/8" MAX FRAME WIDTH 10" MAX 0.C. 1 1 1 J / — 5" MAX V NOTES: 1. SASH SIZE: 50 7/16" X 48 1/4". 2. D.L.O.: 47 5/8" X 43 5/8". 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. 5. ALL UNITS RATED UP TO ±60.OPSF MAY BE INSTALLED WITHOUT ANCHORS AT THE SILL. 5" MAX -- 5" MAX 10" MAX O.C. 96" MAX FRAME HEIGHT 5" MAX 53 1/8" MAX FRAME WIDTH 13" MAX 0.C. f 5" MAX } SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±60.0PSF LARGE AND LL• MISSILE IMPACT ♦ MISSILE LEVEL D, WIND ZONE 4, AND HVNZ WITH GLAZING E • • • •• • • • • el • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• REVISIONS REV DESCRIPTION DATE APPROVED 3/8" 1/8" ANN. .090" SAFETY —PLUS II 1/8" ANN EXTERIOR I 1 I INTERIOR 3/4" BITE SETTING BLOCK STRUCTURAL SEALANT SIKAFLEX 552 GLAZING DETAIL E Eastern EASTERN ARCXDECTIN VL SYSTEM A ONSION OF EASTERN METAL RIPPLY 1am0 BAVARIAROAO MYERS.Rpi1MABtJ SERIES FWI 1000 IMPACT SINGLE HUNG WINODW ELEVATIONS AWN: DWG NO. 08-02476 REV •SALE NTS I DATE 08/20/14 I SHEET 6 OF 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • •• •• • • • 9 • • • • • • BILL OF MATERIALS ITEM NO.: PART NO.: DESCRIPTION MANUFACTURER MATERIAL 1 FRAME HEAD EAS ALUMINUM 6063-T6 2 FRAME SILL EAS ALUMINUM 6063-T6 3 HI -RISE SILL EAS ALUMINUM 6063-T6 4 FRAME JAMB EAS ALUMI N UM 6063-T6 5 FIXED MEETING RAIL EAS ALUMINUM 6063-T6 6 APPLIED FIN EAS ALUMINUM 6063-T6 7 MEETING RAIL EAS ALUMINUM 6063-T6 8 LIFT RAIL EAS ALUMINUM 6063-T6 9 HI -RISE LIFT RAIL EAS ALUMINUM 6063-T6 10 SASH JAMB EAS ALUMINUM 6063-T6 11 IG GLAZING BEAD EAS ALUMINUM 6063-T6 12 MONOLITHIC GLAZING BEAD EAS ALUMINUM 6063-T6 13 CADWELL SPIRAL BALANCER EAS 14 SASH LOCK EAS DIE-CAST ZINC 15 BALANCER PIVOT LOCK EAS 16 VENT STOPS EAS 17 BALANCER PIVOT BARS EAS 18 LIFT RAIL BULB EAS VINYL 19 FRAME SILL BULB EAS VINYL 20 SASH WEATHERSTRIPPING EAS 21 RAIL WEATHERSTRIPPING EAS INTERIOR EXTERIOR HORIZONTAL SECTION FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 9-12 •• ••• • • • • • • . AL TACM. St'aidsi ; • •; •. ••• •• • • • •• • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • •• • • • •• • • ••• • • • • • • • • • • • DP•WN: VI . • CALE NTS REVISIONS REV DESCRIPTION DATE APPROVED VERTICAL SECTION 1RAL SYSTBIS Eastern ERNA."REz.;, EASiB1N METALWPRV 4 n CO]O BAVARN ROAD SERIES FWI 1000 IMPACT SINGLE HUNG WINODW B.O.M., CROSS SECTIONS & GLAZING DETAIL DWG NO. 08-02476 I DATE 08/20/14 I SHEET 7 OF 12 REV ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT 5/8" MIN. EDGE DISTANCE 1 7/16" MIN. EMBEDMENT #14 WOOD SCREW EXTERIOR INTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS #14 WOOD SCREW 1/4" MAX. r SHIM SPACE t 1 7/16" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION STANDARD SILL SHOWN, HI RISE SIMILAR 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 • • • • •• ••• •• • • • • REVISIONS REV DESCRIPTION DATE APPROVED 1 7/16" MIN. 1/4" MAX. EMBEDMENT b SHIM SPACE 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS •• ••• • • • • • • • • • • 0 • • • • •• INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION • ••• • • • • • • • • • • • ••• •• • • • • •• • ••• • •• • • • Eastern vom.mmilormmumwma AOMS4.Of 031* M MET* *WLY ..___... ..........�� �.... e......� ORT MYERS. ftdiIW 33.13 SERIES FWI 1000 IMPACT SINGLE HUNG WINODW INSTALLATION DETAILS 4Rnw�: Y.L♦ DWG NO. 08-02476 REV I;'ti:NTS IDATE 08/20/14 ISHEETB OF 12 •.• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• • • • 0 • • • METAL STRUCTURE BY OTHERS METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED 1I 1/4" MAX. SHIM SPACE #14 SMS OR SELF DRILLING SCREW INTERIOR SEALANT __ - VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION STANDARD SILL SHOWN, HI RISE SIMILAR 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 #14 SMS OR SELF DRILLING SCREW 1 /4" MAX. SHIM SPACE 7/8" MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS • • 000 • • • • • • • • • • • • • •• ••• •• • • • REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD Sc APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Eastern EASTERN ARCNITECMUL SYSTEMS OF EASTM/I METAL SORTER 2122,vn V,wv,.. ,ODOOSAVMIAROAO .____.._ ...._....�.. �.. ........� f'ORTMYERS.RpOOASSS,S • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I. • • • • 4 •• • • ••• • SERIES FWI 1000 IMPACT SINGLE HUNG WINODW INSTALLATION DETAILS • DF,NWN. • vI. • • DWG NO. 08-02476 REV SC!.E TS IDATE 08/20/14 I SHEET 9 OF 12 000 • • • • 4100 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • CONCRETE/MASONRY BY OTHERS 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 BY OTHERS 2 1/2" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 1/4" TAPCON INTERIOR 1/4" TAPCON 1 /4" MAX. r SHIM SPACE 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION STANDARD SILL SHOWN, HI RISE SIMILAR 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 1/4" TAPCON 2 1/2" MIN. EDGE DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT 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 •• ••• • • • • 1 1 /4" MIN. • • • EMBEDMENT • • • • -- • • •• ••• •• • • • • ••• • • • • • • • • • • • • • • • • • . • • •• • • • • • •• • • ••• • Eastern EASTERN ARG.IEONAALSTa A EVASION OF EASTERN METAL Warn' ,D RAVARIA ROAD - OO Foar wERs, F,auuas,a SERIES FWI 1000 IMPACT SINGLE HUNG WINODW INSTALLATION DETAILS • DF:WN:: VI_. • DWG NO. 08-02476 REV sC/L0 NTS I DATE 08/20/14 I SHEET 10 OF 12 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 • • • • • • • #10 WOOD SCREW 1 3/8" MIN. EMBEDMENT 7/16" MIN EDGE DISTANCE EXTERIOR 7/16" MIN J EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR 1 3/8" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION } 1/4" MAX SHIM SPACE WOOD • WOOD FRAMING BY OTHERS 1 3/8" MIN. EMBEDMENT } REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAX SHIM SPACE INTERIOR #10 WOOD SCREW 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION •• ••• • • • • • FRAMING • • • BY OTHERS• • • • •• ••• •• • • • EXTERIOR 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 EASTERN MMMII MA.MMM. MISCH OF FAMO. YET. SYMLY +apo SAVARu0.0AO ;.......... m..oe.«. ....... o...... FOM MVERS.FWWOASlY1J ero-�u-vo1 • ••• • • • • • • •• • • • • • • • • � • • •• • • • • • • • • I • •• • • • • • •• • • ••• SERIES FWI 1000 IMPACT SINGLE HUNG WINODW INSTALLATION DETAILS • D•WN:• DWG NO. 08-02476 REV saLE RTS I DATE 08/20/14 I s"E� 1 1 OF 12 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• FRAME HEAD 0 ALUMINUM 6063-T6 .062' THICK �{ r_ 5/16" 1 5/8" APPLIED FIN OALUMINUM 6063-T6 .062' THICK 15/16" } INSULATING BEAD 11 ALUMINUM 6063-T6 .062" THICK 1 1/4" FRAME SILL 0 ALUMINUM 6063-T6 .062" THICK 2 9/16"�{ 2 1/4" IfEn] I MEETING RAIL O ALUMINUM 6063-T6 .062" THICK 1 5/16" 15/16" GLAZING BEAD 12 ALUMINUM 6063-T6 .062" THICK 3 3/8" 4 5/16" i FRAME HI RISE SILL OALUMINUM 6063-T6 .062" THICK LIFT RAIL 0 ALUMINUM 6063-T6 .062" THICK •• ••• • • • • • • •• ••• • • • •• • ••• • • • • . . •• • • • •• •• • • •• • • • REVISIONS REV DESCRIPTION DATE APPROVED FRAME JAMB O ALUMINUM 6063-T6 .062' THICK HI RISE IMPACT LIFT RAIL ALUMINUM 6063-T6 .062' THICK FIXED MEETING RAIL OS ALUMINUM 6063-T6 .062" THICK SASH JAMB 10 ALUMINUM 6063-T6 .062" THICK Eastern EASTERN ARGETELTURAL ]rs EASTERN METAL WERT 030 SAVARIA ROAD ._____-...._...-..._--... ........� FdR ArvERS. FLORIOA bY10 • • • • • • • • • • • • • • • • • • • • . • • • • ••• • SERIES FWI 1000 IMPACT SINGLE HUNG WINODW COMPONENTS DvwN. WL. • s�LE NTS• I DATE 08/20/14 I sHEET 12 OF 12 DWG NO. 08-02476 REV ••• • • • • ••• • • • • • • • • • • • • ••• • • • •• ••• •• • • • ••••• • • ••• • • • ••• • L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688 0609 rllomas@lrlomaspe.com Manufacturer: Eastern Architectural Systems 10030 Bavaria Rd FT Myers, FL 33913 Engineering Evaluation Report Report No.: 513232 Product Line: Series FWI 1000 Aluminum Single Hung Window — Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02476, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 210-3374-1 signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 203-94 Cyclic Pressure loading ±75.0psf design pressure 3. Test report No.: NCTL 210-3753-1 signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +120.0/-150.0psf design pressure, TAS 203-94 Cyclic Pressure loading +120.0/-150.0psf design pressure 4. Test report No.: FTL 5682/11-749 signed by Manny Sanchez. Fenestration Testing Laboratory, Medley, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +80.0/-100.0psf design pressure, 12.0psf water penetration. •. • • • • TAS 203-94 Cyclic Pressure loading +80.0/-100.0psf design pressure 5. Test report No.: ESP009274P-10 signed and sealed by Ramesh C. Patel P Element Materials Technology, Wausau, WI AAMA/WDMA/CSA 101/I.S.2/A440-05 Design pressure: +80.0/-100.0psf Water penetration resistance 12.0psf ASTM E1886-05 and ASTM E1996-05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, +80.0/-100.0psf design pressure 6. Test report No.: ESP009274P-11 signed and sealed by Ramesh C. Patel P Element Materials Technology, Wausau, WI TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +80.0/-100.0psf design pressure, TAS 203-94 Cyclic Pressure loading +80.0/-100.0psf design pressure 7. Test report No.: FTL 07-311/5417/02 signed by Manny Sanchez. Fenestration Testing Laboratory, Medley, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±60.0psf design pressure, 9.0psf TAS 203-94 Cyclic Pressure loading ±60.0psf design pressure 8. Anchor calculations, report number 513166-1, prepared, signed and sealed Roberto Lomas P.E. 1 of 2 •••• • • • • • • ••• • 20.0psf waterMgtration. • • • .E. .E. 12.0psf water penetration. water penetration. by Luis • • • • • •• • ••••.• • • • • • • • • • • • • •••• ••• •• •••••• • • • • • • • • • • •• . • • • •••••• • •••• • • • •• • •••••• .• 00000• • • •••••• • • •..•• •. ••..• •.•••. • • • •••••. • . •••••• • • �\ll 1111// \\% R. Ldiv/cc \ •,\CENs • -- • *;51 • it — TAT OF • �� .:41. �� /, IONALI ,k\\\ it 11‘ Luis R. Lomas, P.E. FL No.: 62514 09/08/2014 L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688 0609 rllomas@lrlomaspe.com Engineering Evaluation Report Report No.: 513232 Limitations and Conditions of use: • Maximum design pressure: Refer to installation drawing. • Maximum unit size: Refer to installation drawing. • Units must be glazed per ASTM E1300-04, refer to installation drawing for details. • 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 Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-02476. 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). 2 of 2 • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • •.•• • • •••• S. • • • • •• • • • • • • • S. •• ••.• • • •••• • • • •••••• • ••.• • • • ••• • • •••••• • • • • •. • • • `.,\\„LI'll,,', `J\S . C O� ' �,•••xcENs 9p 4 TAT OF ..,,,,..,. OR.10.1:•c; "/,TONAL ��\\ �00/ rl i l i l'' Luis R. Lomas, P.E. FL No.: 62514 09/08/2014 • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.miamidade.gov/economy Eastman Chemical Company (MA) 730 Worcester Street Springfield, MA 01151 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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 dgtermined by Miami -Dade County Product Control Section that this product or material fails to meet the requiteth%nts of the • • • •• • •• • • applicable building code. • • • • . ••• • This product is approved as described herein, and has been designed to comply with the Flg ids auilding Lode, • • • including the High Velocity Hurricane Zone. •••. • • DESCRIPTION: Saflex HP Clear or Color Glass Interlayers • • • • • • •' •• •' • •• • APPROVAL DOCUMENT: Drawing No. 1814, titled "Saflex HP Interlayers fo .. r••iitnated UlAg4", sheet; • • • 1 and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & signed and • sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Cottro'ltvisiog stagrp with '• the Notice of Acceptance number and expiration date by the Miami -Dade County;Prockict Col3frb1 Sectioq. • MISSILE IMPACT RATING: None •' • • •. LABELING: Glass lites laminated under this Product Approval shall be permanently marked in a corner of the glass with: a) Saflex HP, b) Glass standard specifications, c) Laminator identification mark and d) MDCA, standing for Miami Dade County Approved. LIMITATION: This approval does not include an evaluation of structural performance of this component. 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 # 12-1231.09 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. MIAMI•DADE COUNTY APPROVED NOA No. 14-0423.16 Expiration Date: April 14, 2018 Approval Date: June 19, 2014 Page 1 Eastman Chemical Company (MA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 12-1231.09" 1. Drawing No. 1814, titled "Saflex HP Interlayer for Laminated Glass", sheets 1 and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS "Submitted under NOA # 09-0223.05" Test report 1. ETC-07-726-20120.0 2. ETC-07-726-20120.0 3. ETC-07-726-20120.0 4. ETC-07-726-20120.0 Standard ASTM D2843 ASTM D1929 ASTM D635 ASTM C158 "Submitted under NOA # 08-1224 04" 5. • ETC 03-191-13748.0 "Submitted under NOA 6. Omega 15542-109493 7. Omega 15542-109763 8. HTL 0003-0913-01 9. ETC 01-726-10071.0 10. ETC 01-726-11204.0 11. ETC 01-726-11204.0 12. ETC 01-726-11204.0 ASTM D 2843 # 03-0421.01" ASTM E 84 ASTM E 84 PA 201 & 203 ASTM C 158 ASTM D 1929 ASTM D635 ASTM D 2843 Date 07/17/08 07/17/08 07/17/08 07/17/08 Signature Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. . . .... 07/25/03 Jot8ph7,. DoldAVV.E. 09/12/01 10/30/01 09/12/02 • 10/15/01 09/24/01 09/24/01 09/24/01 . W :boughe4t.P.L. J„W.topugherty.,A.t. V.1.Abrahattti i .1 4,..Doldan, P.B. 1 L. Dtldan,;1±J .; L L.M1dan'P.E. J.�. Doidanfry: • • • . . . . . • . . 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 5th edition (2014) FBC issued by W. W. Schaefer Engineering & Consulting, P.A., dated 04/10/2014, signed and sealed by Warren W. • Schaefer, P.E. "Submitted under NOA # 11-1102.10" 2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, P.A., on 10/24/2011, signed and sealed by Warren W. Schaefer, P.E. 06 oftmit Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0423.16 Expiration Date: April 14, 2018 Approval Date: June 19, 2014 E -1 A B A SECTION Saflex® HP ityphi' Date PROU1JCfi W!VLSLO Hullefins Code Acocptsnea fz- z3r.o Product Description Wan OdtidControt Manufactured By: Eastman Chemical Company Description: Saflex® HP is a clear and/or colored Polyvinyl Butyral between 10 -- 34% plasticizer for lamination between two or more lites of glass. A typical glazing is made of the following components (minimum thicknesses indicated - multiple layers of interlayer to be used as necessary): A - 2.3 mm (0.090-in) Annealed Glass B — 0.76 mm (0.030-in) Saflex® HP Interlayers (Clear or Colored) Clear Product Properties i'ItChelli //EWEL, es cuotptyist WO Ids Piurli BOW* Cods Mop sageliaphydra lib Description Flame Spread index Smoke Develop index Self Ignition Temp Rate of Burning Smoke Density Avg Mod of Rupture Test ASTM E84 ASTM E84 ASTM D1929 ASTM D635 ASTM 2843 ASTM C158 PVB 110] 10 5 720°F 1.54 in/ min. Delta:10% Before: 11090 psi After: 9976 psi PVB [3i] • • • 70 •• • 185 740°F 0.79 inptin••• 0.7% • • • • Delta: 7.80 • • Before,tsS19• ps1 After: 5400 ps+ . (1) Specimen: Laminated glass with Saflex® HP type interlayer • G (2) Saflex® HP type interiayer by itself (unprotected) does NOT comply with Florida Buitdrn od.. • (3) Weathering per section 2612 of the Florida Building Code Color Product Propertie • ... . . .... .. . . . • • .• . . • . .• . . ••• . .... . . ...• . . . • . . . . Material Designation Vancava ® & Sailox® Solar/Colorants Smoke Density Rating ASTM D 2843 Dade Notification # Clear 5% ETC-11-726-25079.0 White 20% ETC-11-726-25076.0 Black 2% ETC-11-726.25080.0 i ;` Blue 5% ETC-11-726.25077.0 r, -; Yellow 9% ETC-11-726-25079.0 Red 10% ETC-11-726-24882.0 . . • . 1. . • • ...... . CHANGED FOR LABEL CALRIFICATION 04/08/12 3 CHANGED PRODUCT NAME TO SAFLFX 08112/08 2 DELETED RM & 1110 OPTIONS 03124103 1 ADDED INTERIAYER'0' 1111410i REV.# DESCRIPTION DATE 'Ii:Yt��' DEC 112 2 WARREN W. SCHA R, P.E. STRUCTURALE.G •EER P.E. NO. Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 508-861-0127 Title: Saflex® HP Interlayers for Laminated Glass w.w. 5CINEFE It ENO IIu NO A CON SULT1NO P .A. .TPUOIV AI CO. MO F}OMIAS /41115rys [tlS1TH WAIN PALM .IACl& tM 44 .3. R 3341, PN0AEt41A4Htl4 Drawing No. Drawn by: Drawing Date Sheet No. 1814 04/06/12 1 OF 2 a . r SAFLEX® HP drawing page 2 of 2 Extruded Multi -laver Properties Footnote Description Teat Dade County Criteria Sallex® Multi -layer Series (2) - (1) Test for Smoke Density ASTM D 2843 Passed (<75%) 26.6%. (1) Self Ignition Temperature ASTM D 1929 Passed (>650°F) 750°F (1) Rale of Burning ASTM D 635 Passed (C-1:<1.0 inlmin) --- (1) Average Time of Burning ASTM D 635 --- < 5 sec. (1) Average Extent of Burning ASTM D 635 --- 0.51 In (1) & (3) Average Modulus of Rupture ' ASTM C 158 Passed (<10.0%) Della:4.9% Before: 3842 psi After: 4042 psi (1) Specimen: Laminated glass with SaflexmMulti-layer Interlayer (2) Interlayer by itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the Florida Building Code • • • . .. .. • ..•. • • ••.. .. . • . . .. • Interlaver Note(s): • •.•• •• • Safiex® HP can be constructed as layers of Saflex, Saflex Multi -layer and Vanceva® PVB lnterltlels to add cthr? • performance or thickness without the use of a PET film, • • • • • • • •• •• •••. Saflex HP type interlayers are currently provided as: Saflex D series and Sailor Structural andiervaort+passos • products known as known as Saflex AG, Saflex DG, Saflex DM, Saflex DN, Saflex RM, Saftex.PS and Saflex f V. • • .• • • • Saflex interlayers are known as Saflex, Saflex colors, Saflex Multi -layer, SllenlGlass Technology -laid Vancaua. • • . Color and can carry designations such as: AR,CL,DA through DZ„MG,NA,RA through RZ, SA through SZ,'srici VA through VZ. (e.g.: RB41, NA71). Saflex Multi -layer intertayers are known as: Q series (QA through QZ) and Silent Glass Technology (e.g.: QB 51, QS 41 etc...). ® Saflex and Vanceva are registered trademarks of Eastman Chemical Company SilentGlass Technology Is a trademark of Eastman Chemical Company This Is a component approval and does not Include an evaluation of structural performance of this component. Systems Incorporating this component shall apply for an NOA to the Miami -Dade Product. Control and shall submit test reports and other required documents showing that the systems using this component will resist the loads according to chapter 18 of the F.B.C. A list of authorized laminators shall bellied with Miami -Dade County by Eastman Chemical Company JIZgl3110161019Fh ' a 1,m eumgerles erltlt the Melds ids Avetptiffe DANK Coos DEC 112012 EN-W. SC FER, P.E. "STRUCTURA1 GINEER P.E N'. 135 Pftuptic7 REVIseo Is coUlptyfnp with the Florida HuiIdtilg Code Acc oe No 4- 3 tbepi cult i �G.'f/1; 8 Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 608-861-0127 Title: Saflex® HP interlayers for Laminated Glass WNV. SCHAEFER E EKING a CONSULTING PA STRUC • ULTINC ENGINEERS T MATH NORM PAU.1 SEACI I OARM*. FL 331IS PHONE: 6614444421 Drawing No. Drawn by: Drawing Date Sheet No. 1814 04/06/12 2 OF 2 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eastman Chemical Company (MA) 730 Worcester Street Springfield, MA 01151 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. mia midade.sov/economi This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid 'after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform i the• accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imntedi4e v revoke? modify, on . • • • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke tjitso • ptance, •' if it is determined by Miami -Dade County Product Control Section that this product drill'tt ial 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 Fler-itt Ituildingtode: including the High Velocity Hurricane Zone. " •••• DESCRIPTION: Saflex Clear and Color Glass Interlayers • •' • •' ' .•..' • • • • APPROVAL DOCUMENT: Drawing No. 1813, titled "Saflex Based Interlayer9 ddt minated Glass" sheets 1 through 3 of 3, dated 04/06/2012, prepared by W. W. Schaefer Engineerigg & onsul ingy i.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County PigeluCt Conta revisiorn stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County PraduCt Control Section. MISSILE IMPACT RATING: None LABELING: Glass laminated under this product approval shall be permanently marked in a corner of the glass with: a) Saflex, b) Authorized laminator's name, c) M.D.C.A. that stands for Miami Dade County Approved and d) Markings required by federal law for safety glazing. LIMITATION: This approval does not include an evaluation of structural performance of this component. 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 # 12-1231.10 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. M1AMI•DADE COUNTY APPROVED • NOA No. 14-0423.17 Expiration Date: May 21, 2016 Approval Date: June 19, 2014 Page 1 • •• • • Eastman Chemical Company (MA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 12-1231.10" 1. Drawing No. 1813, titled "Saflex Based Interlayers for Laminated Glass" sheets 1 through 3 of 3, dated 04/06/2012, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS "Submitted under NOA # 11-0325.05" Test Report No. Standard 1. ETC-11-726-25078.0 ASTM D1929/D2843 2. ETC-11-726-25076.0 . ASTM D1929/D2843 3. ETC-11-726-25080.0 ASTM D1929/D2843 4. ETC-11-726-25077.0 ASTM D1929/D2843 5. ETC-11-726-25079.0 ASTM D1929/D2843 6. ETC-11-726-24882.0 ASTM D1929/D2843 7. ETC 96-191-3253.0 ASTM G26 & C158 8. ETC 98-191-5523.0 ASTM G26 & C158 "Submitted under NOA # 09-0223.05" 9. ETC-07-726-20120.0 ASTM D2843 10. ETC-07-726-20120.0 ASTM D 1929 11. ETC-07-726-20120.0 ASTM D635 12. ETC-07-726-20120.0 ASTM C158 C. CALCULATIONS: 1. None. Date Signature 03/08/11 Joseph L. Doldan, P.E. 03/08/11 Joseph L. Doldan, P.E. 03/08/11 Joseph L. Doldan, P.E. 03/08/11 Joseph L. Doldau, P.E. 03/08/11 Joseph L. D'oJdax,'P.E. 03/08/11 Jtiseph L. Dpldgri,P.E. 11/05/97 Mtn L. Ddlrlafr, P.E. 05/11/99 5'o'seph L. Doldaan, P.E. ' ... . • • . •... ••• •. • • • • • 07/17/08 •.1,dspp4i L. P.E. 07/17/08 .lase..pil L. Doldan, P.E. 07/17/08 :Josept L. Doldan P.E. 07/17/08 ;Job L. Doldan, P.E. • .. . •••• • . . .. . • 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 5111 edition (2014) FBC, issued by W. W. Schaefer Engineering & Consulting, P.A., dated 04/10/2014, signed and sealed by Warren W. Schaefer, P.E. "Submitted under NOA # 11-I102.11" 2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, P.A., on 10/24/2011, signed and sealed by Warren W. Schaefer, P.E. I; Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0423.17 Expiration Date: May 21, 2016 Approval Date: June 19, 2014 E-1 • . A B A SECTION PRODUCT REVISE) lb di�r� with Flood` Arceptanoa No d 3 f 0 Expired Date (� ey. nt; sae Product Comm! Saflex® PVB Interlayer (clear &Ior colored Saflex (35% — 50%) Product Description Manufactured By: Eastman Chemical Company Description: Clear or Colored monolithically extruded interlayers made of polyvinyl butyral resin and triethyleneglycol bls(2-ethyl hexanoate) plasticizer at concentrations between 35 and 50%. Interlayer is offered under the brand names of Saflex and Vancevae for lamination between a minimum of two glasses. A typical glazing is made of the following components (minimum thicknesses indicated - multiple plies of interlayers to be used' as necessary): A - 2.3 mm (3/32-in) Annealed Glass • • •••• • • ••.• B — 0.76 mm (0.030-in) Saflex and/or Vanceva4 rnterloe;s• Description (1) Self -ignition temperature (1) Smoke Density (1) Rate of. Burning (1) Time of Burning (1) Extent of Burning (1) Avg Mod of Rupture Product Properties Test ASTM D 1929 ASTM D 2843 ASTM D635 ASTM D635 ASTM D635 ASTM C158 .••• • •• • •••. PRODUCTBEVISEO. • isaningi fine M the f ands • swag code• • •••• Ertl • .• •• Saflex ©c 30% 1j21' :' 760 °F 5% < 25 mm mark (not reported) •":'. <6sec 0.31 in (1) Weathering (3) vier (1) Specimen: Laminated glass with Sailer and/or Vanceva® Interlayer (2) Interlayer by Itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the Florida Building Code • Sgftekan)1 Vanceva are registered trademarks of Eastman Chemical Company 112012 Warren S T efer, P.E. Structur nglneer P.E . 44135 •• •• • • . ...• .•.. . ..•. • Before After 2556 psi 2657 psi •• • • •• • . • • •• C B . A Rev # Combined Multi -layer and Saflex; removed IIIG name Renewed Flammabllity.test data Combined RM & IIIG Products info one document Description 12/12/11 03/21/11 04/02/03 Date Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413 FAX: 508-861-0127 Title: Saflex® Based lnteriayers for Laminated Glass W.W. Schaefer Efagi eering & Consulting, P.A. Structural Consulting Englneers 7480 150th Court North Palm Beach Gardens, FI 33418 Phone: 561-744-3424 Drawing Number 1813 Sheet Number 1 of 3 Drawing Date 04/08/12 Revisions Date • • • Saflex® PVB Interlayer continued Saflex® Multi -layer Product Properties Footnote Description Test Dade County Criteria Saflex Multi- layer Series (2). (1) Test for Smoke Density ASTM D 2843 Passed (<75%) 26.6% (1) Self ignition Temperature ASTM D 1929 Passed (>650°F) 750°F (1) Rate of Burning ASTM D 635 Passed (C-1:<1.0 in/min) --- (1) Average Time of Burning ASTM D 635 ---- < 5 sec. (1) Average Extent of Burning ASTM D 635 ---- 0.51 in •. y • . •• (1) & (3) Average Modulus of Rupture ASTM C 158 Passed (<10.0%) 4 .'AftBi: •,p@(tg:4.9%; •; • •ii;e#ore: 3842 psi 404Z psL : (1) Specimen: Laminated glass with Saflex9Mult -layer interiayor (2) Interlayer by. itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the Florida Building Code • • .. S. . • Saflex® and Vanceva® Solar/Color and Colorant Prgpees •.•. • . • .... •. • • • Material Designation Smoke Density Rating ASTM D 2843 Dade Notification' . • -: Vanceva ® & Saflex® — Clear 5% ETC-11-726-25079.0 Vanceva ® & Saflex®— White 20% ETC-11-726-25076.0 Vanceva ® & Saflex® — Black 2% ETC-11-726-25080.0 Vanceva ® & Saflex® — Blue 5% ETC-11-726-26077..0 Vanceva ® & Saflex® -- Yellow 9% . ETC-11-726-26079.0 Vanceva ® & Saflex® — Red 10% ETC-11.726.24882.0 12012 CNaYre{� t111. Sc a e , P.E. .. t $lfuctural F gi eer P.E. No//44 35 / •c miaftrl weds) nails Bolley Ai:avow ND ff T6 Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413 FAX: 508-861-0 1 27 • .• • • • • • • � • • • PRooTlcr WWL98b 140 a W►WYig l with the Flarif.4 Widtes Vod Aoeeptm . Na l2-12-3 . tl Ftpf'i 6 :may`• ay - MI 10trtc PmdantCanttol Title: Saflex' IIIG Based Interlayers for Laminated Glass W.W. Schaefer Engineering & Consulting, P.A. Structural Consulting Engineers 7480 150th Court North Palm Beach Gardens, Fl 33418 Phone: 561-744-3424 Drawing Number Sheet Number Drawing Date 1813 2 of 3 04/06/12 Revisions Date Saflex® PVB Interlayer continued Saftex® interlayers are known as Saftex, Saflex colors, Saflex Multi -layer, SilentGlass TechnologyTM and Vanceva® Color Vanceva and/or Saflex are known as: AR,CL,DA through DZ„MG,NA,RA through RZ, SA through SZ, and VA through VZ. (e.g.: RB41, NA71). Saflex® Multi -layer interlayers are known as: Q series (QA through QZ) and Silent Glass Technology (e.g.: QB 51, QS 41 etc...). ® Saftex and Vanceva are registered trademarks of Eastman Chemical Company TM Silent Glass Technology is a trademark of Eastman Chemical Company This is a component approval and does not include an evaluation of structural performance of this component. Systems incorporating this component shall apply for an NONo Ill .... Dade Product Control and shall submit test reports and other required documelltl foxing • • • that the systems using this component will resist the loads according to chaptet4f pipe • • • • • • F.B.C. A list of authorized laminators shall be filed with Miami- Dade County by Earoan • Chemical Company .... • . . . . .... DEC 112012 Warren W. Scha fer, P.E. Structural rneer P.E. N 4135 •.•• •••• • • .. . • . • • .. . Paocuc' -&EVWED as comply* wip 1M Oxide • Cada Mxt)pilroe No 4 hz.i 3141kiij & Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413 FAX: 508-861-0127 • . • • • . • . • • PRODUCT RIWISUD w complying with the Plod& (landing Coda Avoidance No i 1.2 Etpirat Hy A[Inm adc Product Control Title: Saflex® MG Based Interlayers for Laminated Giass W.W. Schaefer Eng$rne ring & Consulting, P.A. Structural don ulting Engineers 7480 160th Court North Palm Beach Gardens, Fl 33418 Phone: 561-744-3424 Drawing Number 1813 Sheet Number Drawing Date 3 of 3 04/0B/12 Revisions Date • CERTIFICATION NO: DATE: FICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI009416.03-R2 04/14/2011 Structural Eastern 1783-1 02/09/2016 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com 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 applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS .... PRODUCT DESCRIPTION • • • •' Eastern Architectural Systems Series "FD-8100"•Algtninuni • • • • • . 16341 Domestic Avenue Impact Rated Sliding Otass Dodr. : .... •• •• Ft. Myers, FL 33912 Configuration: O►)Xn • • • • • • .. •• .•.. Glazing: Laminate-3/16"I3edtengthened Glass/0.100"Interlayer (tastmi{n PV13)l..:. 3/ 16"Heat Strengthened Mass ' • • • • Frame: W-4877mm(192") H-2438mm(96'r ' Panel: W- I245mm(49") H-2388mm(94") DLO: W-1038mm(40.87") H-2178mm(85.75") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/LS.2/A440-05 ASTM E1886-02/E1996-02 TAS 201/202/203-94 SD-C100 4877 x 2438 (192 x 96) Design Pressure: +110/-110 psf Large Missile Impact Rated Wind Zone 4-Missile Level D Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3 407-1 /210-3407-1 A June 30, 2021 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 • • . NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. 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. 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. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING 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. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" 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. 11. FOR ANCHORING TROUGH 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. 12. ALL FASTENERS TO BE CORROSION RESISTANT. REVISIONS REV DESCRIPTION DATE APPROVED 13. 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 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 1/8" THICK MINIMUM •• • • • • • • • • • • • • • • • • •• • • • •• • • •• SIGNED: 07/10/2015 Eastern EASTERN ARCHITECTURAL SYSTEMS DIVISION OF EASTERN METAL SIMPLY 10030 SAVARU ROAD FLOTRIIA]]S1S TABLE OF CONTENTS SHEET NO. DESCRIPTION, • • • • • 1 NOTES IS • • • • • • • • • • • • SERIES FD8100 ALUMINUM SLIDING GLASS DOOR — IMPACT • • NOTES • • • • 2 ELEVATION •• • • • • • • •• • • • 3 — 12 INSTALLATION DETAILS •• • • • • • DRAWn• • • • • • • • DWG NO. 08-02673 SCALE OS IRATE 03/30/15 I SHEET 1 OF 12 REV • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • 11 FR HE 6" MAX 192 MAX FRAME WIUIH 15" MAX y O.C. , . . . . . . 6" MAX ' is X C 1" i— yi X ii X <11=>I* 00 0 0 to 15" MAX O.C. )8" - IAX AME IGHT - 6" MAX SERIES FD DOOR EXTERIOR VIEW WITH 1.675" SILL RISER DESIGN PRESSURE RATING IMPACT RATIN +40.0/-110.0PSF LARGE ANDS LL MISSILE IMPA MISSILE LEVEL D, WIND ZONE 4 & HVHZ WITH 2.675" SILL RISER DESIGN PRESSURE RATING IMPACT RATING +70.0/-90.0PSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 & HVHZ HARDWARE SCHEDULE A. B. C. D. E. (1) ADJUSTABLE TANDEM WHEEL ROLLER ASSEMBLY AT EACH END OF EACH PANEL (2) 2-POINT MORTISE TYPE LOCKS ON LOCK STILE (2) MULTI -POINT KEEPERS ON ASTRAGAL STILE AT LOCK POSITIONS (1) EXTRUDED H TYPE ALUMINUM REINFORCEMENT AT EACH PANEL INTERLOCK STILE (1) EXTRUDED "U" SHAPE ALUMINUM REINFORCEMENT CHANNEL AT BUTT STILE. 6" MAX WITH 3.675" SILL RISER REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1. (1) 1" X 3/16" WEEP SLOT 6" FROM EACH END, AND 48" ON CENTER THROUGH VERTICAL SILL LEG EXCEPT MOST INTERIOR SILL LEG. 2. MAXIMUM PANEL SIZE: 49 1/2" X 106 1/2" 4. MAXIMUM D.L.O.: 40 7/8" X 97 3/4" PRESSURE RATING IMPACT RATING liA111111SIGN +100.0%110.0PSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 & HVHZ •• • • • • • • • . •••• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 110 • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • 1" BITE 1/2" 3/16" HS .100 PVB BY EASTMAN 3/16" HS nr1nr in GLAZING DETAIL SIKA 552 SIGNED: 07/10/2015 Eastern EASTERN ARCMfECTURAL SYSTEMS DIVISION CP EASTERN METAL ...PLY l..�.:.� MUCCIZOI ..... n..•.. 10030 BAVARIARwD war Arcms. aawwxwa eowaax. SERIES FD8100 ALUMINUM SLIDING GLASS DOOR - IMPACT • • ELEVATION • • • • • • • • • • • • • • •• •• DWG NO. REV ▪ *4,44;7* Is TAT OF ��▪ �'PF•A�‘ORtO1. & DRAWI• • • • ?.L.• • • • • •08-02673 SCALE ITS elcATE 03/30/15 ISHEET2 OF 12 6" MAX 6" MAX 15" MAX O.C. 96" MAX 4 FRAME HEIGHT _l__ 6" MAX } 192 MAX I-KAML VVIUIII 15" MAX -� r 1 1 O.C. 0 ° yi 0 b ri 0 i* i . a , SERIES FD8100 ALUMINUM SLIDING GLASS DOOR EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±110.0PSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 & HVHZ WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED HARDWARE SCHEDULE A. B. C. D. E. (1) ADJUSTABLE TANDEM WHEEL ROLLER ASSEMBLY AT EACH END OF EACH PANEL (2) 2-POINT MORTISE TYPE LOCKS ON LOCK STILE (2) MULTI -POINT KEEPERS ON ASTRAGAL STILE AT LOCK POSITIONS (1) EXTRUDED H TYPE ALUMINUM REINFORCEMENT AT EACH PANEL INTERLOCK STILE (1) EXTRUDED "U" SHAPE ALUMINUM REINFORCEMENT CHANNEL AT BUTT STILE. 6" MAX • • REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1. (1) 1" X 3/16" WEEP SLOT 6" FROM EACH END, AND 48" ON CENTER THROUGH VERTICAL SILL LEG EXCEPT MOST INTERIOR SILL LEG. 2. MAXIMUM PANEL SIZE: 49" X 94" 4. MAXIMUM D.L.O.: 40 7/8" X 85 3/4" WITH 1.675" SILL RISER DESIGN PRESSURE RATING IMPACT RATING +40.0%110.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 & HVHZ WITH 2.675" SILL RISER DESIGN PRESSURE RATING IMPACT RATING + 70.0/-90.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 & HVHZ WITH 3.675" SILL RISER DESIGN PRESSURE RATING IMPACT RATING +100.0/ 11O.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 & HVHZ •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • SIGNED: 07/10/2015 Eastern EASTERN AAROR6 ECTRIAL SVSTEL DIVISION OF EASTERN METAL SWAT •..�'.�:.�V.;1 .....,.�. t::.w: ,aoao SAVARNROAO SERIES FD8100 ALUMINUM SLIDING GLASS DOOR - IMPACT • • ELEVATION • • • • DRAWS • • • DWG NO. .• • • • • 08-02673 SCE t`frS 'pATE 03/30/15 ISHEET 3 OF 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • REV j► 5/8" MIN EDGE DISTANCE 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 5/8" MIN EDGE DISTANCE 1 1 7/16" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE #14 WOOD SCREW INTERIOR #14 WOOD SCREW 1 7/16" MIN.t EMBEDMENT 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 /4" MAX. SHIM SPACE .• • • • • • REVISIONS REV DESCRIPTION DATE APPROVED 1 7/16" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW 5/8" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS • • • • • • • . •••• . • • •• • • • •• • • • • • • •_ • • • • • • • • • • • • • •• • • • • • • •• • • • •• • • • • • INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 07/10/2015 Eastern t0IX10 SAVAIW FSMO u rw,ra u�., _we Vlvva. FORT I.IYERS. FLORIOA3.11 FASIERN AFIORIwrIRAL A OIVMION OF EASTENN mum SYPRV SERIES FD8100 ALUMINUM SLIDING GLASS DOOR - IMPACT • 2.TRACK INSTALLATION DETAILS • • • • DWG NO. DRAW* • • • fL.••• •• • SCALE NTS "ISATE 03/30/15 ISNEET4 OF 12 08-02673 REV • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT 1" MIN EDGE DISTANCE 1/4" MAX. t SHIM SPACE #14 SMS OR SELF DRILLING SCREWS EXTERIOR INTERIOR BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 1" 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 #14 SMS OR SELF DRILLING SCREWS 1/4" MAX. SHIM SPACE 1" MIN. EDGE DISTANCE • • REVISIONS REV DESCRIPTION DATE APPROVED METAL STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE 1" MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS 1" MIN. EDGE DISTANCE •• ••• • • • • • •• •••• • • • •• ••• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Eastern FASTERS ARb1fECRIRAL an MWM.M EASIEAN YETAL MWLY SERIES F08100 ALUMINUM SLIDING GLASS DOOR — IMPACT • 2-TRACK INSTALLATION DETAILS • • • a DWG NO. DRAW. • • • \!L.••• • • SCALE Nits ATE 03/30/15 ISHEETS OF 12 08-02673 REV SIGNED: 07/10/2015 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY —\ BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 BACKER ROD ,Sc APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS EXTERIOR 2 1/2" MIN. EDGE DISTANCE 2 1/2" SEPARATION 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1 /4" MAX. j SHIM SPACE 1/4" TAPCON INTERIOR 2 1/2" MIN. EDGE DISTANCE 2 1/2" SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1/4" TAPCON 1 /4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT REVISIONS REV DESCRIPTION DATE APPROVED 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE 2 1/2" SEPARATION 2 1/2" MIN. EDGE DISTANCE OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 /4" MAX. SHIM SPACE BACKER ROD Sc APPROVED SEALANT 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 FORT MTFRS. ROAD FpiT MYERS, Flgildl Sits • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• • • • • • SIGNED: 07/10/2015 EASTEWI TROTIECTURPL SYSTEMS A UMU M CW EASTERN METALSYPPLY SERIES FD8100 ALUMINUM SLIDING GLASS DOOR — IMPACT • 27TRACK INSTALLATION DETAILS • • • t DRAWS • • • VI..• • • DWG NO. 08-02673 SCALES ATE 03/30/15 I SHEET 6 OF 12 REV • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 5/8" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT 5/8" MIN EDGE DISTANCE 1 7/16" MIN. EMBEDMENT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. EDGE DISTANCE L r 1v� J 1/4" MAX. SHIM SPACE #14 WOOD SCREW INTERIOR #14 WOOD SCREW 1/4" MAX. E 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 CLARI7Y. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 5/8" MIN. EDGE DISTANCE •• • • • • • REVISIONS REV DESCRIPTION DATE APPROVED 1 7/16" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. EDGE DISTANCE • • • •• • • • • • • • • • • • • • • • • • • • • • • • a • • • • • • • • • • • • • •• • • • • • • •• • • • •• • • • • • INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION Eastern ALXVISENOF EA41ENN MLHRE MA. SYSTEMS EASTERN MET. WWLY t,:... Y....�>..... .�.. ,003T SAYMIAROAD . FORT MYEII3. FLONIM33S13 SOWS]-YA1 SERIES FD8100 ALUMINUM SLIDING GLASS DOOR — IMPACT • 3-•TRACK INSTALLATION DETAILS • • • • DRAWI• •,. • • ?.L.•• • i DWG NO. 08-02673 SCALE MS rATE 03/30/15 fSAEET7 OF 12 REV SIGNED: 07/10/2015 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 1" 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" MIN EDGE DISTANCE 1 /4" MAX. SHIM SPACE #14 SMS OR SELF DRILLING SCREWS INTERIOR #14 SMS OR SELF DRILLING SCREWS 1 /4" MAX. SHIM SPACE 1" MIN. EDGE DISTANCE •• •••• •• •• •• • • • •••• • • • •• ••• •• • • ••• • • • • • • •• • • • •• •• • • • • • • • • • • • • • • • • • ••• REVISIONS REV DESCRIPTION DATE APPROVED 1" MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1" MIN. EDGE DISTANCE • • •• 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/10/2015 Eastern __.. v00 art E.T.A asnnwor�nela F/OMM MiCHIECI A0 SYSIMM MISCH OF USTBM METAL P0.Y SERIES FD8100 ALUMINUM SLIDING GLASS DOOR — IMPACT • 3zTRACK INSTALLATION DETAILS • • • —•- DRAW • • • O.L.• • • DWG NO. 08-02673 SCALE 114-5 )ATE 03/30/15 I SHEET $ OF 12 REV ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •C •S • • • •• •• ••• • • • ••• • • 2 1/2" SEPARATION 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY.. BY OTHERS OPTIONAL 1X BUCK — TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE 2 1/2" SEPARATION 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1 /4" MAX. J SHIM SPACE 1 /4" TAPCON INTERIOR 2 1/2" MIN. EDGE DISTANCE 2 1/2" 2 1/2" SEPARATION SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 /4" TAPCON 1 /4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT REVISIONS REV DESCRIPTION DATE APPROVED 1 1/4" M N. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 2 1/2" SEPARATION 2 1/2" SEPARATION 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 /4" MAX. f SHIM SPACE BACKER ROD & APPROVED SEALANT 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 • • - — •.— __ • • i+" 4 'I1 f FA4TERN IACHIETALWWI SIEN9 r1,,•pr,,^, Aem omswNOF EASlE11N NETALBVPFIY • • ,SAVARIAROAD MYENx FIOPopA A013 • • �"i..,, .,.�....... ..�, sowu as • •41 • • 41 • • I • • • • •• SERIES FD8100 ALUMINUM SLIDING GLASS DOOR — IMPACT • • 3—T RACK INSTALLATION DETAILS • • • _ DRAWN: • • • V.L• • • • SCALE NTS• I h 03/30/4; • LAE°.9 OF 12 DWG • 1• • • • 4—Q2673 REV SIGNED: 07/10/2015 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • -1 MIN EDGEE DISTANCE 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 5/8" MIN EDGE DISTANCE 1 7/16" MIN. EMBEDMENT I J1 /4" MAX. SHIM SPACE #14 WOOD SCREW INTERIOR U n #14 WOOD SCREW 1/4" MAX. r 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 5/8" MIN . EDGE DISTANCE • • • • • • •• • • REVISIONS REV DESCRIPTION DATE APPROVED 1 7/16" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE 5/8" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS #14 WOOD SCREW 5/8" MIN. EDGE DISTANCE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SERIES FD8100 ALUMINUM SLIDING GLASS DOOR - IMPACT • • 4-TReCK INSTALLATION DETAILS DWG • • • • 05-0R673 DRAWN: • • • V.L.• • • • SCALE NTS• 1411,3/30/1Z. 'VET10 OF 12 REV SIGNED: 07/10/2015 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT 1" MIN EDGE DISTANCE EJ OR Ili r!'i !ii!1-11L,JAL-4UNAP EXTERI BACKER ROD Sc APPROVED SEALANT METAL STRUCTURE BY OTHERS 1" 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" MIN EDGE DISTANCE 1/4" MAX. t SHIM SPACE #14 SMS OR SELF DRILLING SCREWS INTERIOR #14 SMS OR SELF DRILLING SCREWS 1/4" MAX. SHIM SPACE 1" MIN. EDGE DISTANCE • • • • • •• • • • • • • • • • '• •• • • •• • • • REVISIONS REV DESCRIPTION DATE APPROVED 1" MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1" MIN. EDGE DISTANCE 1/4" MAX. r— SHIM SPACE INTERIOR BACKER ROD & APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Mien EASTERN ARCWIECIULLL SWIEMS A MISS.! OF EASTERN METAL START •• '.wa...� vilwv.� From S74r ROAD MiT MYERS, FIOmOA3.1S SERIES FD8100 ALUMINUM SLIDING GLASS DOOR — IMPACT • 4-TRACK INSTALLATION DETAILS DRAWN • • VOL. • • • II O• •DI:08:02673 • SCALE Ni iAr€ 03/Lii5 • • rSHEET 1 1 OF 12 REV SIGNED: 07/10/2015 If L zsz.r v\ENS�•9iP�% TAT • 6E OF ��Ac�' ARIDP • \ \-• "is/ONACs*`'`� T • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED a SEE NOTE 3 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE iri] EXTERIOR i 2 1/2" SEPARATION IN 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1 /4" MAX. J SHIM SPACE 1/4" TAPCON INTERIOR 1°141 2 1/2" MIN. EDGE DISTANCE 2 1/2" SEPARATION 2 1/2" SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1/4" TAPCON 1 /4" MAX. rSHIM SPACE 1 1/4" MIN. EMBEDMENT } 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 2 1/2" SEPARATION 2 1/2" SEPARATION 2 1/2" MIN. EDGE DISTANCE OPTIONAL 1 X BUCK TO BE PROPERLY BACKER ROD SECURED & APPROVED SEE NOTE 3 SHEET 1 SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION 1/4" MAX. SHIM SPACE CONCRETE/MASONRY BY OTHERS 1/4" TAPCON INTERIOR EXTERIOR 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 •• ••• . . • • •• • • • • • • •• • • • EASIEHN MCNREGIURN SYS1W A DM9NN1 of EASTERN METAL WMM • �YARHROAo •i iWIOOMVRS. ELORIDA 13 SERIES FD8100 ALUMINUM SLIDING GLASS DOOR — IMPACT • • 4—TReCK INSTILLATION DETAILS DRAWN. • • •• • DWG t . • • • V.L! • • • • • • O8-I 673 SCALE NTS• 413/30/196 l•Sr1EET12 OF 12 REV SIGNED: 07/10/2015 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. Fort Myers, FL 33912 Engineering Evaluation Report Report No.: 513448 Product Line: Series FD8100 Aluminum Sliding Glass Door - Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The procjtaJisted herein complies with requirements of the Florida Building Code. . • • •.. • • • . . S. • • • • • • • • •• •• • . • •• • Supporting Technical Documentation: • • • 1. Approval document: drawing number 08-02673, prepared, signed and sealed by Luis Var o Lomas I_'. 2. Test report No.: NCTL 210-3407-1 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Air Pressure, +100.0/-110.0psf design pressure, 15.0s1 wafer pepdedtf�. • Water resistance: With 1.675" Sill Riser = 6.0psf . S. "" With 2.675" Sill Riser = 10.45psf With 3.675" Sill Riser = 15.0psf TAS 203-94 Cyclic Pressure loading +100.0/-110.0.0psf design pressure • .•.• • 3. Anchor calculations, report number 513448-1, prepared, signed and sealed by Luis RotlsrtotLoma§,PIE.•. • • •• • Limitations and Conditions of use: • Maximum design pressure: Refer to installation instructions. • Maximum panel size: 49 1/2" x 106 1/4" • 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 borne debris regions. • Frame material to be extruded Aluminum 6063-T6 Installation: Units must be installed in accordance with approval document, 08-02673. 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 •• • • • • • • • .• • \\`c,R.Lb \ • ••...•tiii/ • *•• T TAOF • � • -''�•�� i/S'ONA .. \� Luis R. Lomas, P.E. FL No.: 62514 07/10/2015 MIAMI�DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy Eastman Chemical Company (MA) 730 Worcester Street Springfield, MA 01151 SCOPE: ••••. • This NOA is being issued under the applicable rules and regulations governing the use Qf cqn atruction•meterials. Tke • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Piitluct Contre SAion jon to be • used in Miami Dade County and other areas where allowed by the Authority Having JurisdledQii (AHJ). • • • This NOA shall not be valid after the expiration date stated below, The Miami -Dade Count)? Pt&duct Control Section,'( • • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the't3Alit.to have'this Oroduct or • material tested for quality assurance purposes. If this product or material fails to perform";:' the acceptedd mhnner,'trr� manufacturer will incur the expense of such testing and the AHJ may immediately revoke,'maM, or sesie.the use ors • such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determmea . • by Miami -Dade County Product Control Section that this product or material fails to :meet t3te requirements of theme • applicable building code. •••• • This product is approved as described herein, and has been designed to comply with the Flbrydh $uildingjAe, • • including the High Velocity Hurricane Zone. DESCRIPTION: Saflex HP Clear or Color Glass Interlayers APPROVAL DOCUMENT: Drawing No. 1814, titled "Saflex HP Interlayers for Laminated Glass", sheets 1 and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, 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: Glass lites laminated under this Product Approval shall be permanently marked in a corner of the glass with: a) Saflex HP, b) Glass standard specifications, c) Laminator identification mark and d) MDCA, standing for Miami Dade County Approved. LIMITATION: This approval does not include an evaluation of structural performance of this component. 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 arty 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 # 12-1231.09 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. MIAMI•DADE COUNTY APPROVED NOA No. 14-0423.16 Expiration Date: April 14, 2018 Approval Date: June 19, 2014 Page 1 Eastman Chemical Company (MA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 12-1231.09" 1. Drawing No. 1814, titled "Saflex HP Interlayer for Laminated Glass", sheets 1 and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS "Submitted under NOA # 09-0223.05" Test report 1. ETC-07-726-20120.0 2. ETC-07-726-20120.0 3. ETC-07-726-20120.0 4. ETC-07-726-20120.0 Standard ASTM D2843 ASTM D1929 ASTM D635 ASTM C158 "Submitted under NOA # 08-1224.04" 5. ETC 03-191-13748.0 - "Submitted under NOA 6. Omega 15542-109493 7. Omega 15542-109763 8. HTL 0003-0913-01 9. ETC 01-726-10071.0 10. ETC 01-726-11204.0 11. ETC 01-726-11204.0 12. ETC 01-726-11204.0 ASTM D 2843 # 03-0421.01 " ASTM E 84 ASTM E 84 PA 201 & 203 ASTM C 158 ASTM D 1929 ASTM D635 ASTM D 2843 Date lignjltyre 07/17/08 Jcittph•L. Dgldap�P.E. 07/17/08 fosep i.L. Do1$tn7P.E. 07/17/08 Ji epli.L. Doldan, P.E. 07/17/08 fasefifL. DCWAn.1'.E. • • • . ... . . .... . . . .. .. • • • • 07/25/03 tiasesollL. Doldan, P.E. 09/12/01 10/30/01 09/12/02 •10/15/01 09/24/01 09/24/01 09/24/01 . . . • • • . . . . W DoughTrty: P.E. • J.W. Doughetty, P'E. V. J. Abraham, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. J. L. Doldan, 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 5`h edition (2014) FBC issued by W. W. Schaefer Engineering & Consulting, P.A., dated 04/10/2014, signed and sealed by Warren W. • Schaefer, P.E. "Submitted under NOA # 11-1102.10" 2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, P.A., on 10/24/2011, signed and sealed by Warren W. Schaefer, P.E. egg" l�/ D9/2-oi¢ Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0423.16 Expiration Date: April 14, 2018 Approval Date: June 19, 2014 E -1 PRODUCT &W.VL3L0 A B A SECTION Saflex® HP HVIrtil. Da* we fZ- Z31.o Product Description h Cantrell Manufactured By: Eastman Chemical Company Description: Saflex® HP is a clear and/or colored Polyvinyl Butyral between 10 -- 34% plasticizer for lamination between two or more lites of glass. A typical glazing is made of the following components (minimum thicknesses indicated - multiple layers of interlayer to be used as necessary): A - 2.3 mm (0.090-in) Annealed Glass • • •. • • .• • •• - B — 0.76 mm (0.030-in) Saflex® HP lnterlayers4G1ear ot'..'.° Colored) Clear Product Properties .•-. • • • • • • • • •• •• S. •• • • •••P.• • • ...P•- • • eitocoucr REVISED sa ansptyiI *lib IbS elwids Outlaw Coils Aetsp* 1rb Description Flame Spread index Smoke Develop index Self Ignition Temp Rate of Burning Smoke Density Avg Mod of Rupture Test ASTM E84 ASTM E84 ASTM 01929 ASTM D635 ASTM 2843 ASTM C158 PVB j10] 10 5 720°F 1.54 in! min. Delta:10% Before: 11090 psi After: 9976 psi •. PVB1341 •. 70 185 • • 740°F. ••• 0.79 in/min • 0.7% Delta: 7.8% Before: 5319 psi After: 6490 psi • • • • • • • • • • • • • • •••- • • -, (1) Specimen: Laminated glass with Saflex® HP type interlayer (2) Saflex® HP type intertayer by Itself (unprotected) does NOT comply with Florida Building Code. (3) Weathering per section 2612 of the Florida Building Code Color Product Properties Material Designation Vanceva ®8, SaOox® Solar/Colorants Smoke Density Rating ASTM D 2843 Dade Notification # Clear 5% ETC-11-726-25079.0 While 20% ETC-11-726-25076.0 Black 2% ETC-11-726.25080.0 Blue 5% ETC-11-726.25077.0 -,, Yellow 9% ETC-11-726-25079.0 Red 10% ETC-11-728-24882.0 two- DEC1112 2 WARREN W. SCHA R, P.E. STRUCTURALE.G 'EER • P.E. NO • •••4 •• • • •••1•. • - CHANGED FOR LABEL CALRIFICATION 04/08/12 3 CHANGED PRODUCT NAME TO SAFLEX 09112l08 2 DELETED RM & 11IG OPTIONS 03124103 1 ADDED INTERLAYER 'B' 11114/01 REV.# DESCRIPTION Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 508-861-0127 Title: Saflex® HP Interlayers for Laminated Glass DATE WYI.801A4rfRlN01N NOA00r13ULTIMO P.A. 0TR1KNM4 CO. - TWO t O\SPAd 741015d, COURTM NORM PALM •1ACHW 071:3.I1.4x111 Prar1cs41a44su1 Drawing No. Drawn by: Drawing Date Sheet No. 1814 04106/12 1 OF 2 SAFLEX® HP drawing page 2 of 2 Extruded Multi -laver Properties Footnote Desoription Teat Dade County Criteria Saflex® Multi -layer Series (2) (1) Test for Smoke Density ASTM D 2843 Passed (<75%) 26.6% • (1) Self Ignition Temperature ASTM D 1929 Passed (>650°F) 750°F (1) Rate of Burning ASTM D 635 Passed (C-1:<1.0 in/min) --- (1) Average Time of Burning ASTM D 635 --- < 5 sec. • • • •- • • (1) Average Extent of Burning ASTM D 635 • 9 0 84 I• (1) & (3) Average Modulus of Rupture ' ASTM C 158 Passed (<10.0%) 9 •Dells4.9% ' • • • • •Defers: 3842 psi • •/Ml6►41042 p si • • • (1) Specimen: Laminated glass with Safiex Multi -layer Interlayer (2) Inierlayer by itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the Florida Building Code tnterlaver Note(s): • • •• •. • • • • • • .••• • • • • • • • • • • • • • . • • • • • • • • • • Saflex® HP can be constructed as layers of Saflex, Saflex Multi -layer and Vanceva® PVB lnteriayersto add solo;~• • performance or thickness without the use of a PET film, • • • Saflex HP type interlayers are currently provided as: Sallex D series and Saflex Structural and encompasses products known as known as Sallex AG, Saftex DG, Saflex DM, Sallex DN, Saflex RM, Saflex PS and Saflex PV. Saflex interlayers are known as Saflex, Sallex colors, Saflex Multi -layer, SllenlGlass Technologym and Vanceva Color and can carry designations such as: AR,CL,DA through DZ„MG,NA,RA through RZ, SA through SZ, and VA through VZ. (e.g.: Rt341, NA71). Sallex Multl-layer interlayers are known as: Q series (QA through QZ) and Silent Glass Technology (e.g.: QB 51, QS 41 etc...). • • • • • ®Sallex and Vanceva are registered trademarks of Eastman Chemical Company SilentGtass Technology is a trademark of Eastman Chemical Company This Is a component approval and does not Include an evaluation of structural performance of this component. Systems Incorporating this component shall apply for an NOA to the Miami -Dade Product Control and shall submit test reports and other required documents showing that the systems using this component will resist the loads according to chapter 16 of the F.B.C. A Ilst of author)zed laminators shall betfl)ed with Mlaml-bade County by Eastman Chemical Company /l,(g131j i1 V PRt)blfer f�syiscn `�: A1Iw0iNf * t(k Vhrld• irailQir�Yi uY° Florida AFIV tfM I4 '..! '>'• Aooeprea0e No �R2�G t�+pi Net BY C:a�f1l fvtfemy' Me' . •. ENW. SC FER, P.E. 'STRUCTURAy • GINEER P.E N'. 135 DEC 112012 Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 608-861-0127 Title: Saflex® HP Interlayers for Laminated Glass W.W. SCHAEFER E ERIN° a CONSULTING P.A. STRUC 11NO ENGINEERS T • •COMM MOH PALM BEACH OARDF!$, FL 3n1is PI10t1E: 661-7144124 Drawing No. Drawn by: Drawing Date Sheet No. 1814 04/06/12 2 OF 2 CERTIFICATION NO: DATE: CATION PROGRAM: COMPANY: CODE: REVISION DATE: CDP-ibo NI010658-R1 05/24/2011 Structural Eastern 1783-1 08/11/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM1 approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems 10030 Bavaria Road Ft. Myers, FL 33913 Series "FWI 1000" Alumi Impact Rated Horizontal Sliding Wirpjpw . . Configuration: i ; Glazing: Lamina e- eat trngthened Glass/ 0.100" PVB InterlayerJ y$olutia/ • • 3/16"Heat StrengthhMf?lass •••••; .... . • • .. •. .... • Frame: W-3048mm(120")-I-1'6(:1mm((13")• Panel: W-762mm(30") • l-Ir1505nun(59,2X) SPECIFICATION PROD CT RATI G TAS 201/202/203-94 Design P essure: +100/-120 psf Larg Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3752-1 February 28, 2020 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 • • • • • • • • • . • • • • • . . . NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. 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 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. 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 ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 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 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4 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. 16. FOR ANCHORING THROUGH 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. 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. 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 1/8" THICK MINIMUM 19. APPROVED CONFIGURATIONS: OX, XO, AND XOX. • • • •• • •• • • • •• • • • •• • . • • • • • SIGNED: 04/15/2015 AgEastern EASTERN A0.fMEONRIA STEMS A DOWN.DOTE. METAL SOO, ,IX1 DOMESTCAVE FOOT MOM R MD IUDLL-101 TABLE OF CONTENTS SHEET ND. • • • • DESicRIPTIO I 1 2 3 — 5 NOTES • •S. � • • • • • • • ELEVATION :4 44INe DCFAIC • • INSTALLATION DETAILS • • • • • • • • • • • • • • • • • • • • • • • SERIES FWI 1000 ALUMINUM — IMPACT HORIZONTAL SLIDING WINDOW — 120" X 63" NOTES DRAWN: V.L. DWG NO. 08-02680 craly NTS I DATE 04/13/15 ISHEET 1 OF 5 REV • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 4" MAX 9" MAX O.C. 120" MAX. FRAME WIDTH 63" MAX. FRAME HEIGHT / / / x / // // / O / // /// X x /// 4" MAX 4" 14" MAX O.C. 4" NOTES: 1. SASH SIZE: 30" X 59 1/4" 2. MAXIMUM D.L.O.: 55" X 56" 3. (4) 1 3/8" X 3/16" WEEPHOLES AT SILL 5" FROM EACH END AND 1" FROM MEETING RAIL. 4. (1) 1 3/4" X 3/16" WEEPHOLE 27 1/2" FROM SASH MEETING RAIL. SERIES UM HORIZONTAL SLIDING WINDOW EXTER FRAME DESIGN PRESSURE RATING IMPACT RATING +100.0/-120.0PSF c SMALL ILE IMPACT MISSILE LEVEL D, WIND ZONE •�• HARDWARE SCHEDULE •• • • • • • A. (4) METAL CAM LOCK AT MEETING RAIL, 91/2" FROM TOP AND BOTTOM RAIL AIL Mk • B. (2) TANDEM BRASS WHEELS IN PLASTIC HOUSING AT EACH VENT BOTTOM RAIL, 1/4" FROM EACH END • • •• • AND HVHZ • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • S.. • • • • 000 • • • • • • • • • • • • • 0041 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • REVISIONS REV DESCRIPTION DATE APPROVED 1/2" 3/16" HS .100" PVB BY SOLUTIA 3/16" HS INTERIOR EXTERIOR GLAZING DETAIL SIGNED: 04/15/2015 a9REastern PSTEANAADMN NM.SYMM AUM,IONOF 1611T OOMESTIOAVE FORM IMM, FL6lM] SERIES FWI 1000 ALUMINUM - IMPACT HORIZONTAL SLIDING WINDOW - 120" X 63" ELEVATION & GLAZING DETAIL DRAWN: V.L. DWG NO. 08-02680 REV cralF NTS 'DATE 04/13/15 'SHEET2 OF 5 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD - II & APPROVED 1 7B6" MIN. 1 M" MAX. SEALANT Irk -�� EMBEDMENT SHIM SPACE 5/8" MIN.. EDGE DISTANCE 1 7/16" MIN. EMBEDMENT 1 /4" } MAX. SHIM SPACE #14 WOOD SCREW EXTERIOR INTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS #14 WOOD SCREW 1 /4" MAX. r SHIM SPACE } 1 7/16" MIN. EMBEDMENT 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 5/8" MIN.. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING BACKER ROD OR 2X BUCK & APPROVED BY OTHERS SEALANT • • • • • •• •• •• •• •• • • • • • • • • • IA ••• • • •• • • • •• REVISIONS REV DESCRIPTION DATE APPROVED INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • SIGNED: 04/15/2015 1_40TO Eastern DRAWN: V.L. NTS DWG NO. (DATE 04/13/15 E/ STERNAAMMflaSYMM9 AMMMM MATERNMETALAMLY SERIES FWI 1000 ALUMINUM - IMPACT HORIZONTAL SLIDING WINDOW - 120" X 63" INSTALLATION DETAILS REV 08-02680 I SHEET3 OF 5 0,10 • • • • 000 • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 1" MIN EDGE DISTANCE IE a Myr' 1110 EXTERIOR 1 /4" MAX. SHIM SPACE #14 SMS OR SELF DRILLING SCREW INTERIOR 1" MIN EDGE DISTANCE VERTICAL CROSS SECT ON 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 #14 SMS OR SELF DRILLING SCREW 1/4" MAX. SHIM SPACE 1" MIN. EDGE DISTANCE } #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAX. rSHIM SPACE BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • •• • • • • • • • Eastern &W W1 M.ITECIIAAL MM.N NOF M E11. YET..PLY 10.1 WNSSIC.VE FORTLIM FLr. SERIES FWI 1000 ALUMINUM - IMPACT HORIZONTAL SLIDING WINDOW - 120" X 63" INSTALLATION DETAILS DRAWN: V.L. DWG NO. 08-02680 REV SGLL NTS IDATE 04/1 3/1 5 ISHEET 4 OF 5 SIGNED: 04/15/2015 T • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • ID •• 0•• • • • 0•• • • BACKER R & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT OD EXTERIOR 4_ INTERIOR �.11-i 1 /4 11-111A 1- 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS 1/4" TAPCON } OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 1/4" TAPCON 1/4" MAX. r SHIM SPACE 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT REVISIONS REV DESCRIPTION DATE APPROVED INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETEJMASONRY 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 •• ••• • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • •• • • • • • • • SIGNED: 04/15/2015 Arg Eastern AOMLUNM EASTew YETAE SYF0.r 14M1 WEESNCAVE FONT WEREIR SVU IpML.' SERIES FWI 1000 ALUMINUM - IMPACT HORIZONTAL SLIDING WINDOW - 120" X 63" INSTALLATION DETAILS DRAWN: V.L. DWG NO. 08-02680 REV NTS JDATE 04/13/15 ISHEET5 OF 5 \\\\\:REI Cl7 9sii,\5• Ojl ��8 7,E F ;wz '''''''''.:72N!' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• •• 000 • • • • • • • L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Engineering Evaluation Report Report No.: 513455 Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. Fort Myers, FL 33912 Product Line: Series FWI 1000 Aluminum Horizontal Sliding Window - LMI Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02680 prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL-210-3752-1 signed and sealed by Gerard J Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Air Pressure, +100.0/-120.0psf design pressure, 15.0psf water penetration. TAS 203-94 Cyclic Pressure loading +100.0/-120.0psf design pressure 3. Anchor calculations, report number 513455-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +100.0/-120.0psf •••• • Maximum unit size: 120" 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 borne cjetyregions. • • Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-02680. •• • • • •••• • • • • • ▪ • • •••• •• •• •••• • • • • • • Certification of Independence: Please note that I don't have nor will acquire a financial inter -arm any coh tfahy • manufacturing or distributing the product(s) for which this report is being issued. Also, I don't We tib=will acquil't' a • • financial interest in any other entity involved in the approval process of the listed product(s). ' • • • • • • • 1 of 1 •• • •••• • • • • 0\ >I I IN\s Lb ��1ii *• 51 :• * i :-.4▪ 3, TAT OF A% • frZOR14P.• • 41 ,is'ONA1.1-�\\' Luis R. Lomas, P.E. FL No.: 62514 05/07/2015 MIAMFDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eastman Chemical Company (MA) 730 Worcester Street Springfield, MA 01151 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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: Saflex HP Clear or Color Glass Interlayers ' • • • 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.miamidade.gov/economy • •• • •• • • APPROVAL DOCUMENT: Drawing No. 1814, titled "Saflex HP Interlayers foJ!4fiinated 61a1s" 1, sheens • • I and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & Consultin , r.A., si nEd and • sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Conhil revision s tamp with' the Notice of Acceptance number and expiration date by the Miami -Dade County J'.�p11,p t Contig section, • ; • • • • • • • MISSILE IMPACT RATING: None • •• •••• • LABELING: Glass lites laminated under this Product Approval shall be perman4ntly 'parked.in a corner of ' • the glass with: a) Saflex HP, b) Glass standard specifications, c) Laminator identification martattd d) MDCA, standing for Miami Dade County Approved. • LIMITATION: This approval does not include an evaluation of structural performance oithis component. 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 pr 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 # 12-1231.09 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. • • • MIAMI-DADE COUNTY APPROVED 14 • NOA No. 14-0423.16 Expiration Date: April 14, 2018 Approval Date: June 19, 2014 Page 1 • Eastman Chemical Company (MA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 12-1231.09" 1. Drawing No. 1814, titled "Saflex HP Interlayer for Laminated Glass", sheets 1 and 2 of 2, dated 04/06/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS "Submitted under NOA # 09-0223.05" Test report 1. ETC-07-726-20120.0 2. ETC-07-726-20120.0 3. ETC-07-726-20120.0 4. ETC-07-726-20120.0 Standard ASTM D2843 ASTM D1929 ASTM D635 ASTM C158 "Submitted under NOA # 08-1224.04" 5. ETC 03-191-13748.0 ASTM D 2843 "Submitted under NOA 6. Omega 15542-109493 7. Omega 15542-109763 8. HTL 0003-0913-01 9. ETC 01-726-10071.0 10. ETC 01-726-11204.0 11. ETC 01-726-11204.0 12. ETC 01-726-11204.0 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 5th edition (2014) FBC issued by W. W. Schaefer Engineering & Consulting, P.A., dated 04/10/2014, signed and sealed by Warren W. Schaefer, P.E. # 03-0421.01" ASTM E 84 ASTM E 84 PA 201 & 203 ASTM C 158 ASTM D 1929 ASTM D635 ASTM D 2843 Date Signature 07/17/08 Joseph L. Doldan, P.E. 07/17/08 Joseph L. Doldan, P.E. 07/17/08 Joseph L. Doldan, P.E. 07/17/08 Joseph L. Doldan, P.E. 07/25/03 Joseph L. Doldan, P.E. 09/12/01 J.W. Dougherty, P.E. 10/30/01 J.W. pougharZ,JC. 09/12/02 V. d' Abrahary»P,g. • 10/15/01 .1..1.4.I1oldan; P.E. ` 09/24/01 3.E Doldan, P.E. 09/24/01 Y `L' !oldan. P.V. 09/24/01 LetLer bolder', P.E' ...• . . . ..• .. .... • • • • • • . • • • • . • .. • ... . .. • .. • "Submitted under NOA # 11-1102.10" 2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, P.A., on 10/24/2011, signed and sealed by Warren W. Schaefer, P.E. t. 4-/ 06 0 9/2- am¢ Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0423.16 Expiration Date: April 14, 2018 Approval Date: June 19, 2014 E -1 • A B A SECTION Safiex® HP Product Description Manufactured By: Eastman Chemical Company Description: Saflex® HP Is a clear and/or colored Polyvinyl Butyral between 10 -- 34% plasticizer for lamination between two or more lites of glass. A typical glazing is made of the following components (minimum thicknesses indicated - multiple layers of interlayer to be used as necessary): PRODUCTBuildin601VW Acetonic*, Oka tBY WET aes «duet co;,lret A - 2.3 mm (0.090-in) Annealed Glass B — 0.76 mm (0.030-in) Saflex® HP Interlayers (Clear or Colored) Clear Product Properties PRODUCT MEWED DWN hrsCode th Florida Map Roes Ne Paphittas • Description Flame Spread Index Smoke Develop Index Self Ignition Temp Rate of Burning Smoke Density Avg Mod of Rupture Test ASTM E84 ASTM E84 ASTM D1929 ASTM D635 ASTM 2843 ASTM C158 PVB 110] 10 5 720°F 1.54 in! min. Delta:10% Before: 11090 psi After: 9976 psi PVB [34] 70 185 740°F 0.79 in/min 0.7% Delta::'.8%' . Before:V319'psi After: 511SO (1) Specimen: Laminated glass with Saflex® HP type interlayer • • • • (2) Saflex® HP type interlayer by Itself (unprotected) doss NOT comply with Florida Bulldl jg 998e. (3) Weathering per section 2612 of the Florida Building Code Color Product Properties • • •• •• _ Material Designation Vancava ® & Saflox® Solar/Colorants Smoke Density Rating ASTM D 2843 • Dade NotgIcattort# ' • •' ; I -• Clear 5% ETC-11-726-25079.0 ' While 20% ETC-11-726-25076.0 Black 2% ETC-11.726.25080.0 / t Blue 5% ETC-11-726.25077.0 • • Yellow 9% ETC-11-726-25079.0 Red 10% ETC-11-728-24882.0 WARREN W. SCHA STRUCTURAL E • P.E. NO. R, P.E. EER • • • • • • • • • •• • • • .• • • • • • • • •• •• •••• • • •••. • ••• • • • • • • • ••••.• • • • • • ••••1 • • • ••••l• • • CHANGED FOR LABEL CALRIFICATtON 04108/12 3 2 CHANGED PRODUCT NAME TO SAFLEX DELETED RM 81110 OPTIONS 09112/08 03124103 1 ADDED INTERLAYER 11114/01 REV.# DESCRIPTION Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 508-861-0127 Title: Saflex® HP Interlayers for Laminated Glass DATE W.W. SCHAEFER ENOIN - NO OONSULTINOP.A. •TRUCTNW CO. TWO MO $ 700 MP C°URTII NORM PALM PACK WOWS. RSNIS F14C04N1444,001 Drawing No. Drawn by: Drawing Date Sheet No. 1814 04/06/12 1 OF 2 SAFLEX® HP drawing page 2 of 2 Extruded Multi - Footnote D sorlption Test Dade County Criteria Saflex® Multi -layer Series (2) (1) Test for Smoke Density ASTM D 2843 Passed (<75%) 28.8% (1) Self Ignition Temperature ASTM D 1929 Passed (>650°F) 750°F (1) Rate of Burning ASTM D 635 Passed (C-1:<1.0 in/min) --- (1) Average Time of Burning ASTM 0 835 --- < 6 sec. (1) Average Extent of Burning ASTM D 635 ---- 0.51 In (1) & (3) Average Modulus of Rupture ASTM C 158' Passed (<10.0%) Della:4.9% Before: 3842 psi After: 4042 psi (1) Specimen: Laminated gl ass with SaflexmMUlU-layer Interlayer (2) Interlayer by itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the Florida Building Code Interlayer Note(s): Saflex® HP can be constructed as layers of Saflex, Saflex Multi -layer and Vanceva® PVB interlayers to add cvloq• performance or thickness without the use of a PET film, •• '....' • • . ••• • •• • Saflex HP type interlayers are currently provided as: Saflex D series and Saflex Structural andesi oinpasse.•'.' products known as known as Saflex AG, Saflex DO, Saflex DM, Saflex DN, Saflex RM, Saflexp4„$r34Saflex PV, Saflex interlayers are known as Saflex, Saflex colors, Saflex Multi -layer, SilentGlass Technolo§%„vi t Vanden• •.; Color and can carry designations such as: AR,CL,DA through DZ„MG,NA,RA through RZ, S9,t1 qq ih SZ, We, VA through VZ. (e.g.: RB41, NA71). • •• • . • ••. • Saflex Multi -layer interlayers are known as: Q series (QA through QZ) and Silent Glass Techrno ogy e.g.: QB 5T,� QS 41 etc...). ® Saflox and Vanceva are registered trademarks of Eastman Chemical Company 7" SilentGlass Technology is a trademark of Eastman Chemical Company This is a component approval end does not include an evaluation of structural performance of this component. Systems incorporating this component shall apply for an NOA to the Miami -Dade Product - Control and shall submit test reports and other required documents showing that the systems using this component will resist the loads according to chapter 18 of the F.B.C. A list of authorized laminators shall }Wiled with Miami -Dade County by Eastman Chemical Company WA* UC1iMEV1Si"eb PRt)pIJCT REyIScb WO do Fitaridt aldldingyif^w hti th naiads Ar7eop ri t Na ��� Aoceptenc• No - 3 . bQ ttRpi ,� p • • • • • • • • • • • EOW. SC `sTRucTutfay P.EN FER, P.E. G1NEER 135 DEC 112012 • • . • • • • •• • •••• • • • • • Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 608.861-0127 • • ztat vi Title: Saflex® HP interlayers for Laminated Glass W.W. $CHAEPER E ' 1 EKING a4 CONSULTING PA STRUC - - TIMO ENGINEERS 74 ••MUM NORM PAW DEAD I OAR0E113. Raiff! PHONE: 661.7444434 Drawing No. Drawn by: 1814 Drawing Date Sheet No. 04/06/12 2 OF 2 /94/0.4/ Y ` MECAWind Version 2.1.0.6 per ASCE 7-1O Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenter.rises. Date Company Name Address City State File Location: : 5/26/2016 : Sam Lyubkin,P.E. : 2632 Hollywood Blvd,#105 : Hollywood, : Florida Project No. !t Sravtts 'I Designed By : r.L. Description : Window/door replacdment Customer Name : L.Simon Architect ' Proj Location : Miami Shores C:\Program Files (x86)\MECAWind\Default.wnd Directional Procedure All pressures shown are Basic Wind Speed(V) _ Structural Category = Natural Frequency = Importance Factor = Damping Ratio (beta) _ Alpha = At = Am = Cc Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 All Heights Building (Ch 27 Part 1) based upon ASD Design, with a Load Factor of .6 175m�h II Exposure Category N/A Flexible Structure 1.00 Kd Directional Factor 0.01 9.50 Zg 0.11 Bt 0.15 Bm 0.20 1 0.20 1.9 : 12 13.00 ft 15.00 ft 1.70 ft Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Length Along Ridge = 55.00 ft Bldg Width Across Gust Factor Category I Rigid Gustl: For Rigid Structures Structures - Simplified Method (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) C.e1-- = No = 1.00 -- = 900.00 ft • 1.00 - 0.65 = 500.00 ft • 15.00 ft - 9.02 Deg = Hipped - 11.00 ft = 1794.00 ft^ Ridge= 47.00 ft = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.92 - 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for GCPi : Internal Pressure Coefficient Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems Buildings, GCpi = +/-0.18 B Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area - 0.85 • 1.00 - 39.93 psf • 0.80 = 1794.00 ft^2 • 0.80 MWFRS-Wall Pressures for Wind Normal to 55 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall Side Walls Wall -0.50 -24.16 -0.70 -30.95 -9.78 -16.57 Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 15.00 0.85 1.00 39.93 19.97 34.34 44.12 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 6.5 ft 6.5 ft to 13.0 ft 13.0 ft to 26.0 ft 26.0 ft to 47.0ft -0.90 -0.90 - 0.50 - 0.30 -37.74 -23.36 -37.74 -23.36 -24.16 -9.78 -17.37 -2.99 MWFRS-Wall Pressures for Wind Normal to 47 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.47 Side Walls -0.70 - 23.00 -8.63 - 30.95 -16.57 9 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 15.00 0.85 1.00 39.93 19.97 34.34 42.97 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 6.5 ft 6.5 ft to 13.0 ft 13.0 ft to 26.0 ft 26.0 ft to 55.0 ft -0.90 -37.74 - 0.90 -37.74 - 0.50 -24.16 - 0.30 -17.37 -23.36 -23.36 -9.78 -2.99 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Date : 5/26/2016 Company Name : Address • City • State • File Location: • C:\Program Files Enterprises, Inc. Copyright 2016 Project No. Designed By Description . Customer Name : Proj Location (x86)\MECAWind\Default.wnd www.mecaentar ,77 `IJ yy rises:corn- Window/Door Replacemg• n L.Simon Architect ::.� Miami Shores Hip Roof 7<8<=27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of Width of Pressure Coefficient Zone "a" = 4.7 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf wall Al wall Al wall A2 wall A2 wall A3 wall A3 wall A4 wall A4 2.00 2.00 3.00 3.00 4.00 4.00 5.00 5.00 3.00 3.00 4.00 4.00 5.00 5.00 6.00 6.00 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd A <11,- ',07; /9, 2- f Ad 6.0 6.0 12.0 12.0 20.0 20.0 30.0 30.0 4 0.90 -1.10 5 0.90 -1.40 4 0.89 -1.09 5 0.89 -1.37 4 0.85 -1.05 5 0.85 -1.29 4 0.82 -1.02 5 0.82 -1.23 43.13 43.13 42.62 42.62 41.22 41.22 40.10 40.10 .6 - 51.11 - 63.09 �/ - 50.55 142 - 61.98 - 48.99A - 58.85 •7 -47.75 j Af. - 56.36 = 0.85 = 39.93 psf V14-#4 Tda .FFi/�', r,� 3 �. 1