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WS-15-669Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230973 Permit Number: WS -3-15-669 Scheduled Inspection Date: April 07, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ESPOSITO, ARIEL Work Classification: Window/Door Replacement Job Address: 280 NE 95 Street Miami Shores, FL 33138-2712 Phone Number Parcel Number 1132060133710 Project: <NONE> Contractor: GARY BERNHARDT CONSTRUCTION Phone: (305)259-7575 riunamg uepanment comments STORM SHUTTERS INSTALLATION & 3 IMPACT WINDOWS. 6 STORM PANNELS AND 3 ACCORDION SHUTTERS. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 06, 2015 For Inspections please call: (305)762-4949 Page 28 of 63 Owner Information Address Phone Cell ARIEL ESPOSITO FL 110 SW 12 ST #1607 MIAMI FL 33130 - Contractors) Phone Cell Phone GARY BERNHARDT CONSTRUCTION (305)259-7575 e of Work: STORM SHUTTERS INSTALLATION & 3 IMP of Openings: 12 iitional Info: Residential 4 Fees Due Amount CCF $4.80 DBPR Fee $3.30 DCA Fee $3.30 Education Surcharge $1.60 Permit Fee $220.00 Scanning Fee $12.00 Technology Fee $6.40 Total: $251.40 Valuation: $ 7,500.00 Total Sq Feet: 375 Pav Date Pav Tvpe Amt Paid Amt Due Invoice # WS -3-15-54929 04/02/2015 Check* 11539 03/25/2015 Credit Card $ 201.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Bui�E] lding In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing construction and zoning. Futhermore, I authorize the z Authorized Signature: Owner / Applicant and that all work will be done in compliance with all applicable laws regulating D do the work stated. April 02, 2015 Building Department Copy April 02, 2015 1 \'� Miami Shdres Village BuildingDepartment p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 FBC 2010 1 G BUILDING Master Permit No. WE- 1�" l PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: e2.8 ® m �: R 5 S DRAWINGS City: Miami Shores ✓ County: Miami Dade ✓ Zig Folio/Parcel#: Is the Building.Historically Designated: Yes NO )— Occupancy Type• Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):Phoneef� .303-Z-01-7 Tenant/Lessee Name: P14 Phone#: Email: 1j4 PC CONTRACTOR: Company Name: CA2y X C-1Zwi+AA-X*-.? C,DNS'T, I Nc, Phone#:.? O� 934 �3a-0 Address: 7® o S• w> 1 1 -1 ST. °� 2 city:- _i 1i1') 1 L— State• dje, L Zip: Qualifier Name: G PA1 0> EA 6J H AR- rr Phone#:50-57 4?31f 7.� State Certification or Registration #: <f C— C, O 2 S 7 -5�-Y Certificate of Competency #: DESIGNER: Architect/Engineer: AMM < Riioti I IJ�M&L Phon43-Arlh.x,,315�� Address:4I00 wT � v ity: Q�A p: 3��y C' '� State: Zi Value of Work for this Permit: $-F- D — co Square/Linear F�tage of Work: , Type of Work: ❑ Addition Alteration ❑ New E� Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ rl'Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE • (Revised02/24/2014) J10- ` Bonding Company's Name (if applicable) Bonding Company's Address f4 City 14 14 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: 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, Pied copy of the recorded notice of commencement must be posted at the job site for the first inspection which urs seven )day after the building permit Is issued. In the absence of such posted notice, the inspection will not be aper ed a ret pection ee will be charged. Signatur — Signature— R T '/Q?4et &VZIM CONTRACTOR The foregoing instrument as acknowledged before me this day of20 -F-+- by who is personally known to me or who has produced identification and who did take an oath. , NOTARY PUBLIC: as The fo egoing instrument was acknowledged before me this ZA�— day of—A420 /�� , by �$", f>faJ�. who is personally known to me or who has produced L' • as identification and who did take an oath. V NOTARY PUBLIC: V Sign: ,— nt — w Print - UC' ll, " Seal: :`' • ' �" GEORGE DOMI G EZ a • • $,, -,.,GEORGE • awe Seal:GEORGE DONNAi U MYCOMMISSION#FF104092 MY COMMISSION #FF104092 O Fo".' EXPIRES March 20, 2018 4979th FIorldallota Service.com 401139imta5 19 N I Bt6I�8ffi�R &�FBc �R!„R i �,ii, i i < i„ � e�,i„ 6$+i�A�N�F�k�[e,RtbbW,►#+6�Nt6®Btl� APPROVED BY / l' Plans Examiner -��:-• "`"¢�-: •..��F,.o?• EXPIRES March 20, 2018 Structural Review (Revised02/24/2014) Zoning Clerk ffmlff=ty QEPA i lid USINE$ ANP PR FESSIONAL R CO SM FI43 ;1N®U$RY LiCt+�INC� BQA�t[3 �-nt..0 c,SarYsr +�.ruaW. ,f'?wes.a,v rs icv r+;s BEFtNNARQT, C�R� ISSUED: 0812WO14^W Aca'REP CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY)' 03/13/2015 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 CONTACT NAME: Sarai Medina Emmanuel Insurance & Associates, Inc. _ ICC, No Ext): (305) 693-0003 FAX No): (305) 691-4381 2370 E 8TH AVE E-MAIL sarai@emmanuelinsurance.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # HIALEAH FL 33013-4236 INSURERA: Preferred Contractors Ins. Comp 12497 INSURED INSURER B GARY BERNHARDT CONSTRUCTION, I INSURER C : INSURER D: GARY BERNHARDT 7700 SW 114 STREET INSURER E: _ MIAMI FL 33156 INSURER F: MED EXP (Any one person) $ 5,000.00 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. ILTR TYPE OF INSURANCE ADDLSUB INSR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 COMMERCIAL GENERAL LIABILITY -DAMAGE TO RENTED - PREMISES Ea occurrence $ 50,000.00 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 A Y PCA85677-04 02/06/2015 02/06/2016 GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000.00 POLICY ECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS L PROPERTY DAMAGE $ Per accident UMBRELLA LIAB L] OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ WORKERS COMPENSATIONS 0TH- AND EMPLOYERS' LIABILITY y / N ANY PROPRIETOR/PARTNER/EXECUTIVEF-1N OFFICER/MEMBER EXCLUDED? NIA TORY LIMITS ER E.L. EACH ACCIDENT $ - E.L. DISEASE - EA EMPLOYEE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace Is required) REMODELING GENERAL CONTRACTOR AND PLUMBING SERVICES. Any Changes or alterations Done to this document after being issued shall constitute it null and void. CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2 Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE Wil BE DELIVERED IN Miami Shores,FI 33138 ACCORDANCE WITH THE POLICY PROVISIONS. ;�7 Fax:305-756-8972 AUTHORIZED REPRESENTATIVE U 1988-2010 AGUKU GUKPUKA I IUN. All rignts reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF F114ANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INOUSTR'Y EXEMPTION This certifies that the Individual listed below has elected to be exempt from Florida Workers' Compensation. law. EFFECTIVE BATE: 611812014 EXPIRATION DATE: 6117/2016 PERSON:BERNHARDT GARY FEIN. 650363007 BUSINESS NAME AND ADDRESS: GARY BERNHARDT CONSTRI. 7700 SW 114 ST MIAMI FL 33156 SCOPES OF BUSINESS OR TRAM: LICENSE© GENERAL OIL OR GAS LEASE OIL OR GAS PIPELINE GAS MAIN OR CONTRACTOR WORK NOC - RY CONSTRUCTI CONNECTION? CONST Pursuant to Chapter 440.05(14), F•S., an officer. of'a corporation who elects exemption from this chapter by tilop a ceroc ate, of election under this section may not recover benefits or compensa@lon underthis chapter. Pursuant to Chapter 444.06(12), F.S.,, Certificates of election to be exempt... apply onty within the scope of the bustness or trade listed on, the notice of election to be exempt Pursuant to Chapter 440:05(13), F.S;, Notices of election to ba -exempt and certificates of election to be exempt shall be su¢iect to revocation it, 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 snail revoke a c artltfeate at any time for failure of the penton named on the cer4ifxate to meet the requirements of this section. OFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QItESTIOt�B? (8&ga413-1600 Notice to Owner - Workers' Com Miami V Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exem 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 construction 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 cove omthe contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BEIOW--VOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS Et- WbX17-C State of Florida County of Miami -Dade The foregoing was acknowledge before me this9 day ofAfireiN , 20 ByA 9- I CC o 5 ��b rsonally known to me or has produced M�L' identificatio . Notary: SEAL: • �'" MY COMMISSION #FF104092 EXPIRES Mtarch 20.2018 R GARY BERNHARDT CONSTRUCTION, INC. 7700 SW 114 ST MIAMI, FLORIDA 33156 LIC. CGC 025759 PH 305-934-7320 Email: parybconstruct@aol.com PROPOSAL MARCH 23, 2015 Village of Miami shores building department: I, Gary Bernhardt, am requesting a permit under a workers compensation exemption. I will be working alone on this project and I am responsible for any workers compensation injury. Gary Be State of Florida County of Miami -Dade The f egoing was acknowledge before me this ;b� y of ' '2015 B N ws perso known to me or has produced as identification. A t Notary: °4�.. GEORGE D SEAL: `��A-V .. OMtNGUEZ MY COMMISSION #FF104092 `'•.�oFo°�' EXPIRES March 20, 2018 (40� 398-0153-- MAR 2 6 't'615 SAN BY: SHUTTER PRODUCTAPPROVAL A UTHOM7,4TIONFO" Dear Buqdinp We are the Florida Building O)de (i C) product approval holder for: ASSA = BERTIVAM"" Alumblum, Accordion Shutter System (Blade 3) •FBCApprova[FL1850-R8 Drawing #13--030 OW) This letter authorizes(1kico- �11 42-41-:> _g 4- 4A (�oOinstall our above mentioned product and use thASSA FBC Product Approvals, as needed. -5f 1-0 r & MAI is 9--C -sinderely, 0 odrl ez crerary American Shutter Systems Association, Inc. 4 4,rd Toll P I S.11 -66R — Miami Shores ViH age AprPOVED ICY DATE MP'NG K— PT i ice. r� DEPT I IrUl 1"J IOCWJP� 1ANCEVVITH ALL FEDERAL (,Ij,VIY RULES AND WGULATIONS 07 -8380 t I �-, 0 FLOOR PLAN SKETCH LOCATION I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. A5CE 7-10 WIND CODE (175 MPH) EXP. "C° 3. FLORIDA BUILDING CODE, 2010 4. MEAN ROOF HEIGHT: 15' 5. MIN. BUILDING WIDTH: 40- G. ROOF INCL 180 7. APUCABLE ZONE: 4 (INTERIOR), 5 (END). 8. RI5K CATEGORY II BUILDING. 9. CON5TANT:0.0025G 10. GCPI : 0.18 11.Kd:.85 Florida Building Code 2010. ASCE 7-10. EXPOSURE "C°- - h BUILDING CATEGORY RISK II. _ EXPOSURE ADJUSTMENTS 85 LOAD TABLE FOR WINDOWS TOTALSQ.FT. 39.1 MARK DESCRIPTION WIDTH DG SQ.FT. POS.PRESSURE P.S.F. NEMPRESSURE P.S.F. ZONE APPR.# Y H.R. (XO) 75 52 13.54 39.57 -42.99 INT FL 15970.1 2 H.R. (XO) 74 51 13.10 39.66 -52.63 END FL 15970.1 3 H.R.(XO) 74 51 13.10 39.66 -43.08 INT FL 15970.1 RAMMS ENGINEERING, INC. FLORIDA BUILDING CODE, 2010. ASCE 7-10. EXPOSURE "C'. = ®� w'• RISK CATEGORY II BUILDING EXPOSURE ADJUSTMENTS .85 LOA® TABLE FOR SHUTTERS I TOTAL S0,FT. 296.95 MARK DESCRIPTION WIDTH EIGHI TRIS A POS.PRESSURE NEG.PRESSURE P.S.F. P.S.F. ZONE APPR.# 4 ACCORDION 54 39 3.52 40.37 -43.79 INT FL 1850 5 STORM PANELS 72 82 15.56 39.21 -42.63 INT 10-0929.04 6 STORM PANELS 72 82 15.56 39.21 51.73 END 10-0929.04 7 STORM PANELS 72 82 15.56 39.21 -42.63 INT 10-0929.04 8 STORM PANELS 72 82 15.56 39.21 -42.63 INT 10-0929.04 9 STORM PANELS 72 82 15.56 39.21 -51.73 END 10-0929.04 10 STORM P-ANEELS- 72-- --82- - 11 ACCORDION 75 51 11 6.02 11 40.37 -43.79 INT 11 FL 1850 12 ACCORDION 37 38 11 3.34 11 40.37 -54.05 END FL 1850 5CO,FE OF WORK'-. SERJEL !NR? -10M? -HQRIZONTAL ROLLER L.M.I. APFROVAL: FL -15970. DERi P',' 'i -iv Ac,-oR0ION '5mbTTER 5Y5TEM. APPROVAL: FL -1850 - R9 0.050" (rrai.n.'} LU "IP LJM 5TO,F',.M PANEL5 5HUTTER: NOA: 10-0929.04 1 REV15ION5 in JL U Lu co ® Iow too -- ® m _I W ® � Z2 oQ .N� D. arr' 2/12/15• MTS. in CERTIFICATE OF PARTICIPATION National Accreditation & Management Institute, Inc. Confirms that: E -Z Lock Shutters Corporation 10450 SW 184th Terrace Mam i9 FL 33157 Participates within a Quality Assurance Program that complies with ISOREC 17020 & Guide 53. E -Z Lock Shutters Corp. Quality Assurance M 1%4-1 Quality j�ssurance Program for Hurricane Shutters and Fen tration Products manufactured or assembled at referenced locations. Tanya L. 14 Assistant for Certificate Valid From 11/06/2014 to 9/30/2015 The NAMI Program is recogoized as an approved gaality assurance entity within the Slate of Florida #QUA 1789. L -d V96"OL V96 ze14 uenl eZV:20 VL OL 1.4 1-,41 -� qop�,, H J# L.K �iovo& l)IN9oW s-faare Pates D(g. 1,7, il-7-- I 4�r 114 1(9 Wof Do (�Aia DCOn rola- �sl g . EZ LOOK --sHUTTERS-&-- GLASS INC. -1nACA n ®A/-4nA1L. rr'rvr%Ai'%r- 213/2015 Florida Building Code Online Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Shutters Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr., P.E. the Evaluation Report Florida License PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevlch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL1850 R9 COI ASSA INC CERT.IND. HV3 14-0428.01 DRWG13-030.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https.11www.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoe[ShOCDrfdbMvti%2flJ9Hs%3d 1/2 GENERAL NOJ ES: t, BERTHA, KV.. ACCOiPON SHUTTER SYSTEM " H,V BL,90E #3 VY/OR" WIO H.V. WINDOW BLADE !$3 SHOWN ON THIS PRODUCT EVALMA'MON DOCUMENT (P.EO,) HAS BEEN VE{tIFlEO FOR CDIIIPLWSCE IN ACCO WrfH THE 2D10 EP(110N OF T{iE FiQRIDA BUILDING ObpE 7H� ACCORPON SHUTIFJ? S)' EM MAY BE INSTALLED AT HIGH. VUJOQiY HUROCANE ZONES. DE$tGN WINO (AADS SHALL BE DETEtdy11NEP AS PER SECDON 1620 OF THE ABOVE ME[+ITIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SPUTTER QLL BE INSTAiLED'4YITF7 A 01RECRONALOY'0=1z f0-04% USING AXE 7-10 FOR INSTAI,lAT1C? 15 UNIXR 2010 FBO�AND SHALL- NOT b(dEED 7HE'MA%IM44.SA$.D.j DESIGN PRESSDRE RAii _GO IJ�1010A'[ID 614 EFTS s, S,, 9. V & 1E; _ ' IN SNZBEB lG VERIFY TF)E Jtecz`E CONDtllol: iU7TUaAYE DESIDN ygND %DADS tlETERK{INED PET( ASCE 7:-•16 SHALL BE FIRST REbi10ED TO AS.O. DEON W9ND IPADS Br rauLTIPtYIwG rHi� t $ c D 6 IN ORDER TD co SPAR THS WJ > (A5 D) PESicN PREs ;URS RATINGS RM�CATEO ON SHEgS, 51 6, 9, a A. `i e. IN oiTn> R l0 FY `[}34T Aa_CHORS bN 'MIIS P.E.D, (S: Tl:.S7'EDr : j11o7 OVaTi. ESS®. A 3; %-MASE;l1;1 41LPWA9LE MESS FOR WIND —5 A11¢I',(515':' A VOID Lgpp.OV.W1TItSN igC.'�OI C¢=9 60 17'.x, 4 FbR �ERlRtd1T1PN QFTI"A,'IEN,R ' SP�IGING JAI'-iY061D � . 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Vis, LI$F-D t9ddi-'t TO 08TWN PF�v117�. �N TjiE STATE OF FLORP3A (�J SrIE SPEOIFSO T�R6JEaT5 SHALL 4E PREPARED A 11 QRmA RECJsc�tID ENGINEER o> sacci l ca b{i+ieli 1111. >3Eci E 7#11 tisINIER nF .REaD1i4 fit #) FDR . AItDJEOT' TND WHD 1r1n.. 13E R�FD.Nsfef,;= FO,R `ice PROPER ilst; OF` THE I'., ENGINE ' 1a CORn. APING As A PEIEcATED ?NGINEER TO THE P,)=,0;-1a1G1NF�R' S7•IAu- sUaMIT"Td iiUS LAiT>R Tj•� S1fE SPECIFG LIRAWINGS POR'RtVI)=q1, (a) 71.iTS Pte. ;BALL BEAR THE MM0010K SDI AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECbRD TRAY PREPiWED R. FLORIDA BUILDING CODS (high Velocity Hurricane Zone `Sp61�ri6S84BBJ JJ 0201; E04iHRN VETA1. SUPT'LY: INC, . . BEWHA FAVI" . . Accordion Shutter System /-TulicO>tw�. Ky.a0W/mow/oxv v»� VA,TICCIT TESTING 8e EISGINEERING CofdPANY A merican Shutter Sys1tems rteV. M DEseld"M DATE DRAWK er: A.G. : ' o SM ran, W. St. Sta ws, vRGM Gams. FtDR00. 331 A890GIOt7J9f1, Inc. 1 to 11-1e1 /ae/1 DATE: 04/02/13 TA— -- Phuna : (30)671-1930 , Fm : (305)671-1531 4268 West�oads Drive 2 NMS / DRAWING No —malt to m.�m West Palm Beach, FL 33407 s KOM t Z 3-030 � �pRfD�,.��`t'�"`� wu1�alalrr�9o-.ae m F. foAi_o a. o°° FLORIDA LI. 8 44 5 SHEET V. HVIBILADEM HV M966vif isups a • -, 00 - OF USE E HV.IiE-AbgR HV 9.0. TRACK. 5w V - I- , 1—— 6 sw w 170� IzAr"T ON, $ 1B & QIIAI%I=S Wp V w 670' LIT- fWA116�Tll�.. ig llraJ2 4J 87a• *iDi', W I UAW 0" F-1 ouAtlFlBb POA U51 Wj HV WALRED W,4e W HV BLADEQ) ALUMINUM ANGLES1@19 . Q , Y. fTT- r 2 102W 31 3�, too' I V r 0ri W 90-M80"STARTER , - ;W QV§ FJIB7�pf W� FN Wov')'-HV &CO L FS lie. V Biul 6 lid/ K t1 EGRESS VXK HY ia COMPONEN 0 0 03 -T-S ' ALLOY AND TEMPER A#7 01 4V -r LOCK "F'ED MR g W/ 'FLORIDA BUILDING CODE (Nigh V.I.cfty Ourflvane=bnel BEWHA Hir Accoidion 4 Shu . system KV, 43 W/ OR KV. MADE 43 44167 - STATE OF -i C/ffi. JL I E I M-0 1 w �-, 'n LUT TESTING & ENGINEERING COMPANY 45�p= A c �: st, � mz- va=4"" R"= 331 ED-*ODMo WALM & Talff Jr. PZ no= Lit 1 44,67 A,S,SJL American Shutter Systems Assou4affon, Inc. 4268 Westroads Drive West Palm Beach, FL 3-3407 w. N. DrscR"M Imre I DWM n A.G. I !�DAIL 01/02J13 _!t)L3 2 DRAWING No 3 4 13-030 5- SHEET n 91T ;21 vw Locma ROD QUALM 'T qsg W/ HV KA6E.T . .244' 28 HD CEMRMATE, WINONG ROD 4 �'-' 1, . buk[MED US W/ IV . 1. 11(f, SL &M -0 -U -N -TAR w/ MARKINP HV HD (SEE4��L X, SHIWr5 1.3 & 16) W/ AA6RQSHM-b COATING IP 383` 24 H6 eEMEMTE-i qUAWF.iED F M'-- Wf HV btit 1 1B4' W, -0 4W --.18AMAL M �WREM"' qUALM% '.V.q-- -HV @ _HV Q BILADE f10 -18V 4/4' W/, $a flo, %gv'q= jN.GING / P.E. (25) HD LOCK HV PIN R #10-48 4.3/4'0 W/ k4 H% W/ � =111 Z11"M Lpcn 12' N &Ak LbOUNGAoD A QQALIFIED-fpR USE W/ W . . . . . . . . . . 26 B't LOCK NG ROD 4, QUAPMF 0 FOR USE W1 HV TPN MLL l� 5DR PWPER F��ALIA -tlf A W'DFX�A� TRAQK nV t'N mif 6iliii4 , 8i A "0 • '&p.LTEf&q--v Pal DACROSHI7:1P COATING FLORMA BUILDING CODE (High Velocity Hurricane KV. RADE Shutter System DRAWING No 13-030 LV 'C 0 IJE AzSwSwAw e elbutter ,2s Systems MOF TILUT TESTING& ENGINEERING compAxy Ass Association, Inc. Z GM DLW. MH, gt� . SM VHMMA GARMM FUMIDA 33161 St. Phone: (305)871-1.4W . F- : (305)871-4531 -M. M.tfftwa..I.mro -OM87' Ell9 4268 Wettroads Drive West Palm Beach, FL 33407 I P' GRID •....... qz WALTER A. 71LUT -S'II& vlpg FLOM12A Li� # 44187 KV. RADE Shutter System DRAWING No 13-030 1 4 1 OR walo CfT11myn ASSEMBLY AT—Qv ASSEMBLY tN BET tENfl. ASSEMBLY ATR. ASSEMi3LY-IN BB'1�A. 60 biIERY '}(liERIO#t iCNi?C ) ( 'Eii3� bj dNt�9il KNUC)IIV ITER A TYPI - �r�.}� r N ;.;ys �r .;•� ?!7 M�4 'T7fE }1V PINS & SUSHINGS ARE PRE–ASSDOLETA; To KEEP BUSHINGS ON THE PIN A NOMINAL 0.27,5" oA k 0:730" I.O, si 0.073r THIS. RUBBER RING IS PLACED OVER THE: END -IIF THE SCFIEW, THE RING Is LEFT'ON THE PIN WHEN iNSffiLi D INTO THE KNUAKLE'S SCFZEYJ BOSS, ` = .. TILUT TESTING & ENGINEERING COMPANY rSTATE QF em RAY. 39& sL. stn. 308. VQR m wRDEw, FLamA 33 ��(305)971 I tliteeD®a : (305)871-1531 a "� e. �•• .r�� A a ,S' �6 ® -OWS719 WALTER A. nLDT Jr. P.E 6�,�®�y,B�� L P.E. nownA Uo. @ 44167 SEAL /DATE Association, Ino., FLORIDA BUILD NG CODE (gigh Velocity Hurricane Zone .. .0}2013 zwfRN MEf•4.1. SUPPLY; INC: BERTHA Ham" ■ II■ ■ Accord of Shutter System H.v. BABE43 W/ OR YJ/4 KY. wMM 9L4DE Arnertoan Shutter Systems M. ftl DESCRFMN I Dere I DRAWN BY. A.r, Association, Ino., DO 11-191 DATE -,04/02/13 4268 Westroads Drive 2 e9s DRAWING No West Palm Beach, FL 33407 a 1 13-030 YPt%: 'ALn V "N, R. -E Y _-f*10 _�X 4T NOTES ON HV HV LY. ;M 12 .',PRF . ON Exet.pr f;,R- ON �dn%t LOOK, VUEb TO 16f. ID*.slyil, k. -- -,*,-..bq i. -iriAFiirbLA , A rt�-- ;W Ir4ESHUTTERSHUTTERSPAN FOR ANY AT 1/9 PF SH la-Isr"M, fOR i % imprALLA-mg AT MY -P @' BE � ID USED AS AN WMZ OR L.Wfi.A.T .-FAD SA; li� w6kMax or TION: AF LACI6NG. k} iYi H effle (a g Wommy MO*L a �'kE 4V todKL or (a STALL BE ONS -NM MV& 57W, hlV LWK 0 o' 1g. W hM w 20 X 3 MT -1 jr (2) M, 0W�'- EM ',lf �4w— wa- M, VNI , , - g, 44- 1 ' ` - �0 OA �46N. USE % Vp iAhY. Up TA'n56..( 97 E W. LIMNAU . . . . . . . . . . FLORIDA BUILDING CODE (High. Velocity Hurricane Zone ibi i i Q =3 EASTERN MM WPM, INC. 13ERTMA "V -'-m Ameawn Shutter Systems A=T(rllm shima SystemASm5,A, KV4 43 VJ CR KV. WINDOW TSAM �P RM M. DATE DIVM BY. A.D. F TI LUT TESTING ENGINEERING COMPANY Assoctation, Inc. I MD 14-M _WWMJ DAM 04/U2/13 2-* DRAINING No B35S N.W.3� et. Sb. 3M VMM MMMIM- Ftp33166 :(305)871-1530, F.: (395)971-15�1 4268 Westroods Drive ,:0 0 IAI� F 4OR o-maldt—D-L—v ES-MC9719 West Palm Beach, FL 33407 .3 4 SHEET "F9 SATE WALTER A. TUM Jr. PZ FLORPA Ur. #+44197 ATE 6 4 Of i8 4 t EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' DR 'L-' AND. MAXIMUM A.SD, DESIGN PRESSURE RATING FDR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS I- CONNECTIONS TO KEYSTONE MOUNT LIMITED TO +64,-7E p.s.F. AND 7'-6' SPAN, SEE SECTION 9 ON SHEET 10. dp EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR 'L-' AND MAXIMUM A.S.D. DESIGN PRESSURE iRirATWG FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO PLYWOOD LIMITED TO ±62 p.s.f. AND W-11" SPAN, SEE SECTION 5W ON SHEET 14. 2 -CONNECTIONS TO HOLLOW CEILING LIMITED TO 462 p.s.f. AND 8'-0' SPAN, SEE SECTION 2W ON SHEET 14. MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FOR INSTALLATIONS W/ (1) HV BLADE. MAT UNI FOR METAL STUD INSTALLATIONS A.S.D. TILI.IT TESTING & ENGINEERING COMPANY v PRESSURE WALL MOUNTING FLOQRTCaUNG FAIN. SEPARATION TO RATING e- w9 tat..C.t.— WALTER A 71WT19r. P.E MOUNTING GLASS 04 (+ or -) L -(FI) LIFT) L. lim � VIM -E LOCK I CM41MI WTE 64 71- G' 7'- D' 2314° 4118" 72 6'- 7' 6'- 7- 2314. 4118° !a SEE SECTION 1D ON SHEET 10A.I MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FOR INSTALLATIONS W/ (D& g* HV BLADES. A MAXIMUM - POUREDCONCRIF—MCDNCRETE BLOCK ASID. AND WOOD INSTALLATIONS IRESURS ,MALL MOUMTINO FLO9R7CEIL MG MOMMTiNG GAIN. BTPS N TO RATING LUSO LacK r I -Or •J L'IFTI L'ph] L"'{i� L'(Fr} ,Dabp.2 catmtmATe USE e FOR !'L. TIC ' poem 92013 EASTERN METAL SUPPLY, INC. 0�,�• V e BERTHA HV-" � IL EC O _ METS STUD TILI.IT TESTING & ENGINEERING COMPANY v f f �• STATE OF c' 0= W. 38th. St- Ste. 3A. VLWIMA GARDENS. FLOWM 33 F�9GIR8IDIP rI�@p�da<dJ��/, Ph— : (305)871-1330 . Fax : (305)1371-1531 ) ` [ [. `�W �< . ...... . e- w9 tat..C.t.— WALTER A 71WT19r. P.E 6.,�,"3`@08y4�®4 FLORIDA Uc. f1 44107 P.E. StAL"li{®4TT9T{E/DATE NOTES, - [1) L+: MA AIM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASO. DESIGN PRESSURE RATING. . L-: MAMIM ALLOWABLE SPAN FOR A GIVEN NEGATIVE ASD. DFSION PRESSM RATNG t2) � r DO GEIERIM MA1mNM SPAN MR WALL MOUNTINGS M/eWCM) OR GIVEN A ASO. DESIGN PRESSURE MUM DETEWC MAIAMUM SPAN 'I+" FROM SCHEDULES. GIVEN A NEGATIVE AS.O. DESIGN PREMME R1M MTERMINE MAMN SPAN 'L--' FROM SOHEULLEA - =MUM ALLOWABLE SPAN 6 EQUAL TO THE WNUM DETERMINE) SPAN BETWEEN 1+' MID L-'. ;S) PRDCEDIIRE. TO DEfFR1itNE MA10WM SPAN FOR COMSNATIONS N C�1WEE1J WALT. MOUNUNOS W/ iL00R%CEILING MCUN7Nit�: FOR A GIVEN POSITIVE ASD. DESIGN PRFMM PATM DMERMIN : L7+= MAX. SPAN FOR. WALL MOUNJING NSTAU.AMONS, L.+- MAIL SPAN FOR FLOWCEBdiG MOUNTING INSTAUA1OFs. FOR A GIVEN NEGATIVE ASD. DESIGN PRESSURE RAFMA OETERMNU LI— MAX SPAN FOR WALL MOUNI14G P1S1'ALL0.71DN3. LR- MAX SPAN FOR FLOOR/CMING MOUNTING CISTALLARONS FINAL. MA1eIl1M pLLDM/ABLE $PAN IS EQUAL TO THE MNRAUM 13EtMM %I+'. 'U+', Td_.' AtdD i2-' ;4) 00 TO ANCHOR SORMULE ON SHETS S & 7 FOIE CONCRETE AND ROOK. SHEET 8 FOR IINGS AND SHEET 10AA FOR MIT0 TO N ON S -07w AA. STUDS,WITH MAXMUMALALLOWABLE SPAN AWISTONE N ID REGOVE A .D. DESGN PRESNRE RAI1N3 TO DETERMINE MAXWN ANCHOR SPACING. (5) MINIMUM SEPARATION TO GLASS SHALL BE THE GREATEST MZWRAD FROM EITHER .RVR OF IGNOKLES OR RFAR OF LGCI6/CEMTERMATFS (AR APPLICABLE) TD OUSE. A. INSTALLATIOR LEGEND.0 -F 92013 EASTERN METAL SUPPLY, INC. BERTHA HV-" A. uBSTRA7ES CONCRETE 8c METS STUD WOOD OUNTINGS MASONRY 1 OLD 11-,9,IN/W14 DATE. 04/02/13 4268 Westroads Drive WALL 1, 2, 3, TO 1W. 3W. 4W 4, 5 & 9 7W. 9W & 1OW FLOOR/CEILING 6, 7 & 8 --- 2W, 3W, 6W & 8W FLORIDA BUILDING CODE (High Velocity Hurricane "Gc A A 92013 EASTERN METAL SUPPLY, INC. BERTHA HV-" A. Accordion Shutter SJ _tei . �� H V. SIADE 03 W/ CR W/O H.V. NdKM BADE ' American Shutter Systems REV. Y.1 DESCRIPITON I DATE I DRAWN BY: AG Association, Inc. 1 OLD 11-,9,IN/W14 DATE. 04/02/13 4268 Westroads Drive 2/ 0Q/M/1 DRAWING No West Palm Beach, FL 33407 a 3-030 A A os"MRIZATIONS ON ANCHOR REQIIIREti1ENTS. POLUZM CONCRETE OR CONCRMELOOK SMU%= y 9c W/ ADS lN�oRAl 1, mmcm To WU SWL g AS FOLLM (A) TO E)Wft PWP 1/.4-0lAP.09W 9R TA -0M W1 ADVANcED WOOM TWMUtf, AS WMIX& WRM Or 41-M Ka= I f� 3 kd). BLUE W. 1/4*0 x -1/46 04 PdRes R� NEHM AS DMEBLIf By AL - SSW, SOLT & M FASMOM DW, be- 041m re o*pwm ne'"O.RS wini C*. M MLT & 992W VAMW OR "'ap "Rc"tRs I VA781M W-- 04f, rO 1,100; '0 "y 'LL POM 500' AV= 11%4. = IR .1. .1 T* ANCHOR SPACING n-) SCHEDULE FOR A GWEN MAX. SHUTTER SPAN SZ QMGN_ NEGATORESSURE COMPONDING 6A(7UNTING TYPE _FOR CONCRETE OR COM -M ONS (SM �j 4 a Gs NG (PWALL SLL MOUNTING A,33 VINMUR MAIMMM NM MOM QVN0JtM OF TAKM oR T�oN W1 bww UffAMOW TEU01W 111?61 11 1 3/4°. NO I Vr MR ME W(TH UAD. 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ERwq3qL kp pqS� MQ we, VIM - 'Jaca cqg� TC (8) � Dag , _w -40 1/4"o VTCW �l Ap0qN W� . W;t�� VMMM *09M Ag MWFAM� 841 XV� �AUDM W. pot I WM V� ALL POINTS WALL P*p �Smo '(Sol -T dc Vibb4li -Atff. . ZZ �s� WK K,• QWFVWY OR ANY WHER APPRMW i 114 gg N VM to T" �� AND V949WED PY ALL� FDM SMM, 10,11 & SM�l 309 �gtv=,Q. P,#y 'C FOR .00 00NORElt 01= 0 *XbN AN0108 4 4 1/4� Alb I" FAW "004 AWN P CAP 1iR11 cffl w amm 00fOR'S Z� BE _SWbW 000 4 DIM mumo offlz__�w 4 1M - - it **W Vw z1vow *_ST AM j' ff4w fz� *L.,S tf 30-&M=, 7 Uw,q: 'a 4' is: -77 �p 9 77' -j- 'a V. 9. s 0 a. -a 7k� " T Sit 9: 'a �t �q a 4". i� 7V 2 -S - '0_ 7BF .9 ilk ;;t al.9:" .. + , 9;� 0, Awi �'O-1 4V a,- �;V� 79 7, ;w w, V� 'S "Q'J 1� 9�, V. �&l a- 9 8:.4 &$. -:7 -;z' is 9� .......... . . . . . . . . . ..... j, Jilt 00m.- 1) WT im CONCRETE. l-0URWF'C0X0flEIf "i 2 cowwwaLacm - T.6 Mw Ep fjl� t At 17 'a aS �ZL a- 6, 9 77- -a-77 OZ5 BLADE A3 OR rill W BLADE #3 W/ V. WWWW'BLADE WORK NG IN. 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BERTHA T L E >, N a O S A' Accordion Shutter System ■ KY. � w � wjn K� MWM MADE fi3 a TILLIT TCSTING &ENGINEERING COMPANY Amerhmn Shutter Systems REV. ft DEVR AWN TIME DRM EM. A.O. :�@ 4 Association, Inc. t on n -tai u n.aE osfoz/ia STATF n sus "w.' . 5L St. SM i A G S' F10MA S7 4266 Westroods Dr na z i �0,* Ft�fil(7 ¢�' ( � ®u w. -M int West Palm Beach, FL 33407 s DRAWING No •., �` 13-030 tS •--fL�16,ea< WALTER A TILUT Jr. R4 5 SHEET P.E. u jDATE Moa Lit. f 44197 6 9 OF IS CONCRETE. AN"R5 POURED CONCRETE (SEE SCHEDULE ON %UXT 7) ' . REQUIRED CONCRETE ANCHORS (EXCEPT a _ - EDGE. OF __..APPU�� All. PaN1S SOLID tro a 6' D.C.SEENQ OLUl, 4 3.POURED d t t 4 4 t•'OR ON$j OONCkETEBLflCKC ---i- 1 4"fl�ZOw}f4' S.S. E$ E . » E 9CRE4S USING 1%4'-20 NUTS ® 1.2' QC. - -. OD m ril r .! 31 r - EX A$S 1 ' 4 I smVim.. I' _ y y 1k W1 x'-31 sP Idas . , -4--T1; Y $'I.O%2J4- fiEX WA�i6t . .. {�, �.. Fp P n 3 . ANCHa�i EiIGR ODNCREIE NrCIiQRS ., ` {SEE SCHE}7li,L�.' 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DFSLRP 10N M7E .1 DRAWN er AA ^D : TILLIT TESTING & ENGINEERING COMPANY "�, VM-,PU A8, MMRM 3'576. Association. Inc,. 1 an /1-191 WWI* DATE' W02/13 2 s !0� DRAVANG NO ��• STA[Fs� B#9 ii•W St. St. 508. Pm_ Dosw ISM. : r : (30SWI-1531 42b8 Westroads Drive roti 19p ��Le oR tS70•i '•...... .�`:(P�o aRBS. om West Palm Beach. FL 33407 3 13-030 4 3 SHEET •• C1 WALTER 0. TSN Jr. PX- FLOPM We @ 44167 P.E. ATE 6 10 OF 18 i 1 ---{-fir, r vrauwmruw t� 6" O,Cc pr lil F1 yF h: �/Ax a a/a' 37 3r epn: CONT uP1Y. ®. a ac: � 6 Q,C, st+lOsW (?a WE t7 "G! GLASS .11 TO we :i"SiiN.P a S5 �FaN c to LtURtEU, NIFL 4' t i�2;x, ti -,� ,- • . FR!. •SY1A? $ 426) r .8tl . " 6` Q -C. f3dg11_NG GL€S B.O. 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EIERTHA HV" Accor�on Shutter System � .� 7 = ; 7aC6 : ST TF �>C 6 •. ��aRIDP \[r. soo t�•�° •' •�`�vpd P.E. a G %DATE IL ECQeNc. � � � � an,erican shutter sysfiems Assooldtion, IRC. 4268 Westroads Drive West Palm Beach, FL 33407 tLV: 13WC3R � a wmADF TILLR TESTING &ENGINEERING COMPANY &W N.M. 35h Sy Ste. 7041 VwaWA ¢Moes FLORM 771 Phona ; (3oS)E71-1590 . Faz ; (305)871-1571 —.It ,nts.. ft.1— WADER A MUT Jr, P.E FLORMA Um 8 44167 L,�..N� Dw DRNMJ.BL• AA 1 MD U -M DATE' 04/02/13 z DRAWING Na 3 � 3_030 # S FI r 18 r � , END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* .--POUM 60NCRM SCALE 3/8°=t" • _ SING G1 P55 � A �Wj l ..4rr SEE t SIDE; EtSl �09 R��. EWb rr rlEnTaorr t� r r� .A �"ED MNCRETE . • ,� -i A:• BLOQK wAtt REGUg2ID coNcaE(E ;. �LGCx - PEouiRED r , EYJSTWG G64M �iNG GLASS 09 ..1 4 i i v` IliNx ; d'S3RC1f3 ...VIE 1�y ... .. .. OR .. PQllREfJ CONCREf£ QR '. .. Ste' .. 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A,Sm ■ m !ti Accordion Shutter System �An> #3 OR W/O Kv WWN BLADE © Systems KV. Sr: �7 TIWT TESTING & ENGINEERING COMPANY American Shutter EV. Association, Inc. Na t oBefflMN WE t DRAWN A.G ,so 11-191 GATE Da/oz/ts S7ATF nor &W.` St. Si--" °��' �0�4 -1 '- Plroire : (305)671-1530 . Fax _ C'..05)E7i-1531 F�t)RlDQ�a 4265 Westroods Drive Bench. FL 33407 2 - - I)RAWMG NO `is�i°F 81^®))te DvNaom West Palm 13-030 ERWALTA. TICCITRMF00A R., SHEET Lk. Q 44157 14 OF 1 I exe Iw (No - ��trj"i?UN'i7�iG 1�15't`At_L�,71ti1d . . �i.�..�,� : �/4a f.� €.A.ae y a` o.�: W!' i 1� , t •- pig b7 ANCE9 wJ � s cam �W - PtAa'� SDDIILE SMFE�' S . _ watt MOi3IdT[htG iNST.Attlll'101+1 W bA7iWh1°I IN6 iPIS7 �� i i lCit+i: sti r a 7m_ T' mm sr unER ASSEMBLY z-'Mowa tc ogoo as cm st c�wm M. Aw im 1'70INSALLATION DETAILS ON EXISTING WOOD BUILDINGS " ' T- SCALE 3/$"=1" FLtflRd©A BUILDING BODE {High {lelocity Hurriapne Zone o2w-3 w7aN, wrk sut= X INC, BERTHA Hir Accordion shutter System (, E C l �i c, ■ ■ ■ ■ wv MME jp W tit w/o H.v wltM» American Strutter Systems M. Nn DescmPeoti mvc DPAM BY. Ac TILLIT TM"NG & ENGINEERING COMPANY Association, tne. i ac n -M DATE: W02/13 T d d N Y. . s>d 3. DAJmaa. F� 33106 A'• �e4268 Westroads Drive 2 CMSA71-1536 : F- : laWW1-1ssi PRAYING No mea �' •. LORID om e-".U�-0�� — West Palm Beach, FL 334D7 .3 13-030 �� Waite+. a mLr .n. P.E. s da N .�,� nDMA Lh-; "187 SHEET P.E. RDATE e 15 OF 18. f f { END INSTALLATION INTO Z"W MIN. WOOD STUDS WALE ijW'1° M xxt u�. woov 2"x4" MIN,. WOODY p SiT1D5 REq'tl ... - n. 2°X4' L6N. WOD .. • - STU0.5 REED. 1%3'0 7APLdY 04 TAl+f�d W/ 1/41a TRPCON OR TAPCON W/ s'v 4 ADVANCED iH13ENDF0{gf) � ' . � � � $71 f1 11f w- OLOVY AMC 0 & O.C. 1�1 WIO SN76 6T �/ Mu N� - 1NrD . TUD OR WYD I&- tIA. /2e - E 5. DNG iAL011 $ !6S S. ISS OW �� PLYiFaw 1P No su�S..®05T, OLASS R EXISJIN4 T6 _ tla" mx c: }%?':: .. t/2' PLYWOOD N: �( - U r OF M4 I/z ane 3,T8) CONT.. �7�1'. r (ASAPPI.IC491E).x2'x9f6 aeD:2 PLYW000`-:'�N� ! i D)• N"SM ._ 1 AUjMINW CIDP ANGLE 1 i :9 PLAM (e964-78 au o)Q AT Mu- MC1501i5 TO 1 1 ,�istxiJs` s,a s $ op {L{t AT PAP { 1 1 0 7B" Pbdox7/2 S�41 f _ � Sys P.r st3: DEjAIL ti ,-,. SDEri`ON.NO `'Dr, ECi1 To TA�1C7{5 _ v tiR I: D COIdhfiEitTIC '. I', L N 1ECTION MIA r/4A1c *aN"it. Ek5{iNG cites matt moon �OAIN END CONI�ECTIt3i� .DETAIL EID ECTIOAI DETAIL _4N ( ANCfi4,h^o, W - - - •�. f}7}.A 7APCON Djr 3'f@rtOAj 3N/ f -- -1 � - G i RECUfR,ED tt .N}FnR;sP9Ns,• ai;bw n1A4, L:29 7 r/24 iJAN. P ADVANL�O 1HR�fpNN �9 as[J�,, , T�PFFN P4ANCWn,3g.. 9� .®1$ .. '. .. F r 119 - i `$' _. �' • "� •3, DR � Oji °m (Da (ZoR�3 0o PLAN � oRVIEW wilt% MW j� o m 8 t 7)n :. C@)oRM I;@ iiEMIL 5 END CONNECTI N DETAIL ° L+ .. Elm C;ONNE4CTION DETAIL FLORIDA DU.ILDING CODE ($igr 1lelocity,8utyleane Zone `�byyi'99t4ii8rllpy (d12Qr3 EASTERN METAL 5UTLY, INC. e/0' EMfffHA tom° ' c Accordion, Shutter System L E C N C. ! Y i• s FLY. BLADE CR W/O KY. 1NG83QV1 �E a 71I.LI7' TE517NG & EN61i+1EERINO COMPANY American Shutter Systems Erv. No 0ESC8lP.80N DATE DPMN BY: A.O. 'M ?LW. 38th. St„ Sta 365. YHi M &MEN6. FLOMA 331 Association. Inc. 1 m n-181 /67/13 a 04/02/13 Phone i (30)871-,530 . F . (305)871-1631 ef 4268 Westrodds Drive z DRAMNG No `'�� ¢Es Daae West Palm Beach, FL 334-07 n 13-030 •'•.,.....••• �1.,eyemd WALTER A. TRW dr. P.E. - - FLOfdOA Lia f 41157 5 SHEET RE. DATE 6 IB OF 18 4 1 1 1 1z• e EDGE 3'0 OPWNG l E.D. ` EA I FLAT Ponox OF ELMS - 0,1875' 0,0825" L°'os2s" womov+E3 SECTION • X --X o.oss° w ery P YwBQ.NAT£ S uKE:S FQFC 38 WIM PROPERTIES AF-PIICAWE $RJ+MAW .. RMULT RUV.M OE V40( 0ITS' A5(k�' b7>T$ t4p-o u0,%m' 1 q.043 •'�,(iAi STR>�i AT *LD A5s1 ofeq 1s.sp P'20' to Ton w D39b. 34O,pW L .;.45 �O'p�l; • ; .,.,.. .. OHEi} [q ., A U2S8 •'1A f�=It)I^. IT . �� - ^f7_��1�,�}laaktir�itisiYcss l7�MS1>3` b38p,3. 37.2 � s¢S � ia�}c. Aqk Dais c-1 .cucss D^ -T OLA= 0�_000�, - r' , , sSdF ISNfRQN ASitp q'197,8 'TD4D `F 980 � ', J.%�J,Qii� 9.'ID.THEraNC BOER'IERS. SijiV 41FA1tIN� ASTM P B39 9102 P,�il, E8A0 .;$ L 9 eif4i iY�ATNF tHG' ASTM a #01 }:et --Q ?,* , _ T£ lie! _` tl .i3ES1S7a41�T W- �{dSNDO CA WNA P . ONS 31'03 POLY EX'7EW. EL TI6-'N i u' MSN. dEA OA E TYPICAL A HV WINDOW BLADE 3 AND SAE; 3/a"=i' POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE'. (High Velocity Hurricane zone 02013 ESSIE METAL SUMV, IMC. Ft+3� "GE/G r Accordid Shutter System 'W D HY.N=RADE ■ ® HV. . 3 W/ OR 17LLIT TESTING & ENGINEERING MMPANY American Shutter Systems tea: Bo oeseRimax wire _ awuxr� sr. a.¢ -o'• STATE OF : � e aass &W. asa,. SL, Mm acs, VRUM f AMA MIMp ssoelq}ion., Inc. t mn 11-191_ oarE 04/02/t3 — Phwm : (305)871-1530 . fm� : (705)87,-1537 4288 Westroads Drive _ % DRAWING No roar' ;FCORIDP : �� a- ®_ West Palm Beach, FL 33407 3 0=6719 4 13-030 orAp� S9 "Y"°''•• C%•, y00� WALTER A TUN Jr. P.E a SHEET P.E E/DATE noaoA u`' a 44187 a 17 OF 18 1 r • a 4 4 1 TYPICAL HV BLADE J3 WORKING IN UNISON WITH I -IN WINDOW BLADE J3 SHUTTER* 9T'S• FLORIDA BUILDING CODE (High Velocity Hurricane Zone • • .. 4ia /l/��d A ¢° �-+` /F � :' a '0 STA :.� s =o�pie� . FQO RiDp _\��0ym P.E. fad ��G�DATE /7T71L7T7ECAceo�r&oji —i 7n-7\ o s Q� I RAITATIONS AND CDNDIT14iNS OF' iISE FOR BERTHA m 20, A DSTM MEM SUPPLY. IFC. - 1: 7 ®•� TI"•W 36t` s'^ S I "M, LUT TESTING A ENGINEERING C'DMPANY 8�3 GAMOs. rtoemA 331W (MS)871-15M . Fox : (306)871-1531 � 70 0 ° � U. # 44167 r-LJIIh1�1d (Zw SLAM #3.-Acoog ON Q,�rrPFR�aycTFu WORKING IN NRrH Q PN VAN" _SL DE 463. z � A— wraps DRAWING Ng — 1West # 1 3-030 s SHEET c 18 OF 18 { 1. MAY- AS.D. DMON PRESSURE RA71NI; 462. -62 P.d• 2 MAx. SHUCTEN $PAN 107' v S' y 1' ®+82: -e2 PM 61A)G SHurrER SPAN,: 1 ' = 9' l;• 08 +55, -65 vel t2° 9, ALLDY/ED MOURRNOS; 1," 2r. 7 & 8 ON StIEEfS B & IO; AS WELL AS MOUNDNGS 1W, 2W. 3W, 419tr bW & BYI ON SHEET 14. • �__�� 'L1, - Limi ONLY. OEN7ER111S(i- ©9® (BOTH WJ 1� OR 1C7@ ARE ALLOWED WrM GEn INA LAYtR7I'. � S1Tt1dETR1G�- nr aaQyy ' e - ._y AFRAN IiV ONLY AUDW A 10)(144 07� B TP: EA P r ♦ & (Aj 1 f-4 Y17ND0}? 91+dPE 51iR7 OPF3VQ w`11 HOLES) FOR PER BLADE AT SPACINGS SHM ON SHEET 17. (�B) MIN. CLFl�2ANOE FROM 7DP O(? EDTTOM EDGE OF ®HV a7NOaKr BLADE � , "HOI YeN�W BLADE � ". OF ANY 3'0 E FOR SHA L BE 1T. -_ _.. ... ..- - .. .. -, .... NP7ta1UM - - AT EICS MA B (c) FOiSi' OR l!5(` BLADE COMiND OUT FE#Sh1 5[ARIEAS .Y E • ._ .a . , < . a ... ,ay ilU;rfFR SPAN -EE`19NI w BLADE - z(ATLO (D) I'&r.K7NDOS1 E4ADE BE ($ AL'�RNATE TO A SOLR22:1�'• ' a BLADE �DNGH 4UT sH117'jE� B _ (4 TEB 5„}�J-1, A1,MA_ EE, - ADJtET YP A iN � M ' SEE £Nh � . - Bfwl8E' 7�4 �i � pAl�.' HEINO Pli(R`f1:'�: HV WI�m.OW �J3T BFr IDDKED U6t;(o A �SFvJIr NG.ryboir PAt tri+ -MWEs oNN WNLY ,�'D . "HpmaT, 1 •- a a SES ANDROR SPACING SCHEDUL(.FOR iNL�u?TtDN6(If+1tD 5'vOtln F'RAb�' f3` �- y BUE9INGS hN SHEET 8 A6 LpfffF`I1' �' SPAN AND D}3jti!) LOAD (SEE NOTES • ^,:.-. -..:; -.._. .:: -. - _- - ... 7. teEE hN RoW�r B iele WA,tI N B &B do .7�AS DMBED By sPA[•i - . • . ' `.. PaOA'D N LOAD fsEE.' Nb7E3 1§c�2 A>IB�. '2 9. '�'TOi1c)� OE;�J)(ZE�jEN1'5) B, .r`'SE,.2dfNp�lh1. �PT10N `FO iI.L.As's ON 51tEET 6. 1 TYPICAL HV BLADE J3 WORKING IN UNISON WITH I -IN WINDOW BLADE J3 SHUTTER* 9T'S• FLORIDA BUILDING CODE (High Velocity Hurricane Zone • • .. 4ia /l/��d A ¢° �-+` /F � :' a '0 STA :.� s =o�pie� . FQO RiDp _\��0ym P.E. fad ��G�DATE /7T71L7T7ECAceo�r&oji —i 7n-7\ o American Shutter Systems Association, Inc. 4268 Westroods Drive Palm Beach. FL 334D7 m 20, A DSTM MEM SUPPLY. IFC. - BERTHA HVA' Shutter System >�� w,' OR wry rIu W1ND�q' MADE $3 TI"•W 36t` s'^ S I "M, LUT TESTING A ENGINEERING C'DMPANY 8�3 GAMOs. rtoemA 331W (MS)871-15M . Fox : (306)871-1531 � 70 0 ° � U. # 44167 n nns1, DATE DRAWN BY: as i mn n=+e+ . 003 DATES 04/02/13 z � A— wraps DRAWING Ng — 1West # 1 3-030 s SHEET c 18 OF 18 Wholesale Aluminum and Building Products A Division of ABC Suppy Co., Inc. Product Approval Authorization Form To vvhom it may concern: TV & Country Ind "yri ereby authorizes rqhiv To use our M.L iami-Dade County 0.050 aluminum storm panel Product Approval # FL12556 on the following jobsite Address: h1q r A tU t C-) f-�d iPa- No deviations from the approved engineering (drawing # 05-351) are allowed without a.Florida professional engineer's signature and seal. all appropriate county codes apply. This form is not valid without a raised corporate seal and authorized signature. Town & Country authorized representative: 0 MA FLOOR PLAN SKETCH 6 I . CONTRACTOR TO VERIFY ALL DIMENSIONS - 2. A5CE 7-10 WI ND CODE (175 MPH) EXP. "C° 3. FLORIDA BUILDING CODE, 2010 4. MEAN ROOF HEIGHT: 15' 5. MIN. BUILDING WIDTH: 40- G. ROOF INCL 18 ° 7. APUCABLE ZONE: 4 (INTERIOR), 5 (END). 8. RI5K CATEGORY II BUILDING. 9. CON5TANT:0.0025G 10. GCPI: 0.18 I I.Kd:.85 Florida Building Code 2010. ASCE 7-10. EXPOSURE C BUILDING CATEGORY RISK II EXPOSURE ADJUSTMENTS .85 Lc MARK DESCRIPTION WIDTH HEIGH7 SCLFT. POS.PRESSURE NEMPRESSURE P.S.F. P.S.F. ZONE APPR# - 11 H.R. (XO) 75 52 13.54 39.57 -42.99 INT FL 15970.1 2 H.R. (XO) 74 51 13.10 39.66 -5263 END FL 15970.1 3 H.R. (XO) 74 51 13.10 39.66 -43.08 INT FL 15970.1 RAM115 ENGINEERING, INC. n An s � 3 FLORIDA BUILDING CODE, 2010. ASCE 7-10. EXPOSURE "C".d RISK CATEGORY II BUILDING EXPOSURE ADJUSTMENTS .85 LOAD TABLE FOR SHUTTERS TOTALSGI.FT.[jsjj MARK DESCRIPTION WIDTH HEIGHI TRIB,A, POS.PRESSURE NEG.PRESSURE P.S.F. P.S.F. ZONE APPR# 11 4 ACCORDION 54 39 3.52 40.37 -43.79 INT I FL 1850 5 STORM PANELS 72 82 15.56 39.21 -4263 IM 10-0929.04 6 STORM PANELS 72 82 15.56 39.21 -51.73 END 10-0929.04 7 STORM PANELS 72 U 82 11 15.56 39.21 -4263 INT 10-0929.04 8 STORM PANELS 72 82 15.56 39.21 -4263 INT 10-0929.04 9 STORM PANELS 72 82 15.56 39.21 -51.73 END 10-0929.04 10 - - STORM -PANELS--- --72--- ---82 -- 4 3 .�?1 - 426310- 94 11 ACCORDION 75 51 6.02 40.37 -43.79 INT FL 1850 12 ACCORDION 37 j 38 H 3.34 40.37 11 -54,05 END FL 1850 SCOPE Of WORK. SERIES "HP, 10005 HORIZONTAL ROLLER- L.M.I. APPROVAL: 1=L-15970.1 5ERTHA HV ACCORDION 5HU7-ER 5Y5TEM APPROVAL: FL -1850 R9 0,,'350" (mm) ALUMINUM STORM PANELS 5t-fljTTER.; NOA: 1 O=Oa29.04 SS u u g 4; Sa fi j Q J U- �w � -O ® 2: Ujco n :LT.b . lot 7 v U' e�ruku' cvr�" wI/VP190 f1to,K QIP 0 1 Z � e�� - s'-lme poovs Mo EZ LOCK SHUTTERS & GLASSINC.- 10454 S.W. 184thTERRACE MIAMI, FL 33157 c�untT�r _ MIAMI -DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.bufdingcodeonline.com Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County. Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product car 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08-351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E. on September 03, 2008 bearing the Miami -Dade County Product Control Renewal stamp with the notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Miami, FL or Tampa, FL and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 renews NOA # 09-0114.05 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 10-0929.04 E C// Expiration Date: 11/16/2015 11104 / 2 0 10 Approval Date: 11/04/2010 Page 1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL. #00-0809.03 A. DRAWINGS: 1. drawing Number 00-1 S9, titled " 0. 050 "Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 0612812000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysts and Anchor Analysis, dated 0711212000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 1012612000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL - 592F dated 0612612000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0421.13 A. DRAWINGS L Drawing No. 03-259, titled " 0.050 " Aluminum Storm Panel ' , sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V J. Knezevich, P.E. B.' TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. SKmj A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10-0929.04 'Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E-1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0713.03 A. DRAWINGS 1. Drawing No. 05-353, titled 0.050 " Aluminum Storm Panel ' ; sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated lune 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton-Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-0114.05 A. DRAWINGS 1. Drawing No. 08-351, titled " 0.050 " Aluminum Storm Panel ' , sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J Kneuvich, P.E., on Ieptembeyt 03, 2008. D. QUALITY ASSOURANCE 1, By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. Virray A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E-2 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None, B. TESTS - 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test on 0.050" Aluminum Storm Panels, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL 0353-0804-10, dated 09/07/2010, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E-3 LABEL LOCATION 1/4-20 MACHINE 2102 1 Z1 1 2'02" 2.25 .060`3.00" MAX. 2.250" /4-20 MACHINE CREW 2(�12" .062" ` SCREW 12" O.C.yIS-TyUD O.C.(STLJD (TYP. I 1..05" MIN. o e �o BEREVERSED)' 2.250" IREC ON MA �.TEJ�� N .094" T P. .094" T P. m .10 " .094" BE REVERSED)NOTE$EE ;* .094' in`'0 '^ .12 ' .094'125"TYP' •091" TYP.-No. 10 N.c ry m n 7 I I '10k' �t 0 2' a rv? oma. 06 " .�-' .125" N m 0 .00" MIN. 2.00" 12.00` COVERAGE I �, 6.000" CO TVERAGE I NN o� N o 5.00" MAX. 14.375" 8.332" P 375^ 2.000" 375" 2.020` •250" 2.030" OSTORM PANEL1a HALF STORM PANEL O W HEADER O'U" HEADER 9a BUBO -OUT N' HEADER O STUD ANGLE ® STUD ANGLE SCALE :-}" a T-0` SCALE , 3" = 1'-0" SCALE : 3" - T -O" SCALE , 3" = V-0" SCALE, 3` - T-0". SCALE: 3" - T-0" SCALE , 3` - V -O" 1.525" 3.385" MAX. .190 76` 190.376" t+67i 1/4-20 MACHINE 12 TYP .886" .Be6" 177" .440" SCREW (072" O.C.(STUD 375" R 4` py+ 092" DIRECTION MAY ,090" .090" TYP. 13` 452" 655" 13" 4fi5" .655". , BE REVERSED) rI p ` 65` 55"I" ` m i.1L .215 I 21S I .�15"mN 313" 1 0.090" (TYP.) m 0.090" (TYP.) m 30" N L . 91` .090• .060 .090" I 1377" _ _______ _ 1` 7.00` MIN. I` .315" R YM #--,P- % --' o"k-i'120 GA. GALV. STEEL GR 40 _4.632" S.Oo: R- SYM. .700' 2.00" LOPTIONAL OR 0.050`6063-T6 ALUM1 LEG DIRECTION C2AWA03 ALLOYI KEYHOLE 4b STUD ANGLE O ANGLE OC -TRACK "OH) ® C -TRACK O BUILD -OUT F -TRACK O I- TRACK 9a 'F° ANGLE -TRACK O WING NUT 10 WASHER SCALE : 3" = 1'-0"- SCALE : 3` =1'-0" SCALE, HALF SIZE SCALE :HALF SIZE SCALE: HALF 512E SCALE , HALF SIZE SCALE : HALF S1ZE SCALE : HALF SIZE SCALE: HALF SIZE GRISM K01ES'. ppqq �N7y (�RpDU[T 1.� Np p pC gE(p.� INyp[E (.app c 6wz 1. grc7APNEZONE I�VHZ)OF THE PI,ORIDAU�OIGICONI EOR THECHIG�VELlC1T jC Mff 5E pL`pypgLE 57pE 1{ �f.1 5 0 1 7�E p�� p 7HI 1/4" 2. p A LOADTDURpAIT�IOIN�FC.ApCTTOR Cd o�gBN TAS UETS�EONFOER WOOOI LA�GpFS�OpiENWC� 1 PLANUNT oz 3. 66THHENSEpBEE 0p o�IC,py,Np WAACCONRTOgANCEE GWETH T'HCE 60VER.14A CODE AWND GOVERNING VIEW an 4' IYFUS5�RE �5IPV7EEPI�SPEQCIF� A�P�yPypLpIIIC�ATppICCO11�N1ADF THISSHUTTER SYSTEM�.CLUOE INFORMATION �Lme%.. $EE STORM PANEL SPAN, 5. OF THE FLORIDA APOMINISTRAJr CCOGESHALL COMPLY WITH CHAPTER 61015-29 SCHEDULE -TABLE 7 6. �APPRp HE T5 ppE S Tpg OTgE�ApE7P1P7C•L DO.I Y TgyR�p��O57N ACIgTTOR HORIZONTAL ELEVATION I,PEYbAM IN4FI�D R RM ORM .L FR&M YHE S�RUC URL SUOS�T SCALE, 1/4" a i' _ U" 7. ANY AMODIF8K1%l L?�A OpSROIOyNSS TO TpH�ESE APPROVAL DOCUMENTS WILL VOID B 9H0.00� OFFTOALMATIELECC�!`'`TF1'E``ONE OFF ENT It II LOPTIUSN'Cr[SID�OpC�UMEIJTS, TfjH�'��E SFF�D /� �.L1,' 101 9A C NDrEIN�NO�T UILD OFFICIAL Al C Or pppEpORyE g� ACCO pTIO p� gE p pL p yB//)yy��NNC�CU OpM�17H1EpMIAE I�DADEEgCp�CU�NUTRYy�yP�TR1O0DU7HRECOONHTyREOLLPOpIV�I.SOIONpRRICApNNOE ZONE AWEAS O1 N(LY'C�SOPe�RODN ' 61H�rATL1{L BEpACpCpEPTNED B pYTNE1•B�IIEQLDWNGELO�yF�ICI�ALp. 9' AS'RIIM 5 TXRKWG M PANEL AND SHALLEBE PERMANENTLY LABELED FUL TOWN 6 CUtmBm��PLIDE,UFFSLLI,REE. 5'( Rp p �5 SHpI,10HgA�YOgOpApOgERCHWyR�DiIY�PpR0501$gTAPHP3RWEOL{I1.1IN��.1 1` V y�T 7� 10.POLLDWOJ MINIMUM THICKNESS AND MECHAWCALyPROPERT . NOMINAL OOSOP' 11, ALL .DITT7RUSIIONNpS1ySHALL LpB5E 56�0I6p3-T6gA�LpUMIINpUM ALLOY, U.O.N 12•pA�LML&gUM ANSILEMMTTAASTRgS5EggNIG.7TpHUNON7FIy60HKpgpSE¢1�pNUN.OENep'EED OR STAINLESS S STEEL WITH 13.FOR Ah ANO SHEA ER MOUNTIN�GACONQITIOTNS. H,,1W11 APPLI[ABLDE, E RPT TYPICAL VERTICAL ELEEVA71ON SCALE. 1/4" - 1'- 0" OR PRODUCT REYASED Wm DlA gw tl NR FL0Y1d8 ALUM.ANGLE CLOSURE %IV R1vd.R PIECE P x 2' % 0.125' MW. XISTING CONCREI TO 2" % 5' z 0.125" MAX. HOLLOW CONCRETI TRAP MOUNT CLOSURE DETAIL OR WOOD FRAMING ANCHOR SCHED. B, ALUM. ANGLE I BUILD -OUT CLOSURE PIECE DISTANCE 1" % 2" % 0.125` 2' % 5' % 0,125' ON TYPE OF STRUC. -�,a4, Dm'Iding 0 BUILD -OUT MOUNT CLOSURE L7ETABFjonslan 1/4" D� MAX-Ili AX. 1 XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS ( HURRICANE SCALE, 1-1/2" - T-0" p. V.J. E 08-351 PAGE 1016 0.050" ALUMINUM STO EXISTING CONCRETE, EXISTING CONCRETE, PTIONAL LEG DIRECTION HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR WMEMM TYPE WOOD FRAMINCONNECIIONTYPE WOOD FRAMING CONNECTION TOE REFERENCE ANCHOR iTYP. TOP AND BOTTOM) REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. MB. SPACING SPACING Q. EQ. /2" 2 rH'� S 1/4" MAX, w 1/4" MAX. MB. l7 LA WO I- p 3 EXISTING 1 EXISTING w j W P HOLLOW C C1 CONNECTNNTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O B EXISTING CONCRETE, '7 HOLLOW CONCRETE BLOCK OR F: WOOD FRAMING (TYP. TOP AND BOTTOM) P1 � 8 r ww zm OR EXISTING a a GLAZINI 4 m it i J WOOD FRA ruiv C3 COPPEC,MN.IYPE GL RN 1 ¢ ~ a s a m REFERENCE ANCHOR O w SEE MIN, _ ~ EXISTING a a SCHEDULE FOR MAX. SEE MIN. (- STORM PANEL ¢ GLA2IN 1 E ~ B' - SPA[ING STORM PANEL p SEPARATION 1 SEPARATION w = FROM GLASS in O F 1/4" MAIE, FROM GLASS TABLE 2 w w SEE MIN. in c 1 N TABLE 2 x w v STORM PANEL W= p p a W E vt SEPARATION y O. x z FROM GLASS TABLE 2 N Ea z g -+ a b EVERSE E a EXISTING 1 p~ 10 GLAZIN w g SEE MIN. o STORM PANEL .P1 SEPARATION 7/4" MAX. FROM GLASS CODPIECTIONTYPE B TABLE 2 REFERENCE ANCHOR 1/4" MAX. SCHEDULE FOR MAX. C1 COMMCMTYPE T ^� 5 Bl OPTDNALTOPNONN m SPACING REFERENCE ANCHOR 1^ 7" SCHEDULE FOR MAX. 1/4-20 MACHINE BOLT WITH SPACIN LOCK NUT @ 12" O.C. OPTIONAL (TYP. TOP & 507TOM) C1 CONPECTIMTi E LEG DIRECTION WALL MOUNT SECTION BUu_0UTMOUNT SECTION THREE 1/4"0x MIN.4 OA SCALE. 3" - 1' - 0" OB SCALE, 3" = 1'- 0" LONG WOOD LAG SCR L@24ONG MAX. WITH XISTING CONCRETE, EMBEDMENT INTO WC HOLLOW CONCRETE BLOCK OR - MEMBER WOOD FRAMING. EMBEDMENT -EXISTING SII S[ST. REFER NCE A ANCHOR GLAZING N SCHEDULE FOR MAX. SPACING ut a 1 ina� MAX. 'SEE MIN. - ° ° 2" x 5" x 1/8" STORM EXISTING SEPARATIONL 4, 0 BEa ANGLE XOR ALUM. GLAZIN 3 w w FROM GLASS x 1/4" x CONT. Q m TABLE 2 ALUM. FLAT E �' OETA6I E�' ('PA667IOtIPSEC.)ANCNOfl SCHEOUIF MAX. EE P SEE MIN. o w Va ev P@L Z -VT L@A P 6PUI S70RM,PANEL 1 �� va mIPW TNiaN W/ aeP0YHe5CANFe1 W WOW IAS SCREW wr 1/4"O TMRU BOLTS a� 1-va•POLfamzloa LB•D1BfDPE7l7ava-2aavnlellA/4•EI® SEPARATION W p 1-va•I�,IateW AINIMSTe, yEpa 1.14 L Lav - W/ LOCK NUT @ 12" D.C. FROM TABLE GLASS w 4 ePmEmmIT SSW PuaO✓n'ro WnW _ ASTENER, SEE DETAIL QE ANCHOR SCHEDULE, L 4g Z d0 gtlWD cm mmLow M• s FOR MAX.'S PACING 4 �N 12" 4" T• it 5141 %1/Bx CI COANECBON TYPE Za ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX. 1/4" MAX. SPACIN ❑ _ 1" 1CONNECTION TITS RERE EXISTING CONCRETE, Z FENCE ANCHOR HOLLOW CONCRETE, BLOCK 0 M SPAC�NGE FOR MAX. WOOD FRAMING. SEE DETAIL E O SE_IRC1 MOR MOUNT SEOTION O SCALE- ASS THRU° SECTION O SCALE. 3' Q 4 O B FASTENER @ 6" D.C. OR ((l� 12" O.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. REMOVABLE FASTENER IN NARROW PORTION OF KEYHOLE WASHER Ct OONNECTDNTWPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ©SP'TRACK IRECTMOUNTSECTION CALE: 3" = 1'- 0" WOOD ROOF TRUSS OR FRAMING MEMBER 1. SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FlNISH OR PLYWOOD SOFFIT 1/4" I MAX. 14x 3/4" a vi pRODUCP REVISED I TEK SCREW M 000plyla, Wn ft Fiarilft [[pp 12" O.C. IL BETWEEN, o w BtddiOg CadC TRUSSES o Ameprenco No0 -0 OS 1 x o o Dere / p m a J O0 i — � DkbioO . gg PRODUCT RENEWED L7 ~ a9.omNlws wn the Florida G ding Code Dam g{ gcayomm No o- o L O¢ -i Dividars vPoe AS�NOTED 08/15/2008 08-351 PAGE 2 of B WOOD ROOF OR FRAMING EXISTING STUCCO FINISH OR PLYWOOD i 7'x4"OR 1'x 062" CONT.. TUBE (6053- 2 '. EMBEDMENT. n TWO V4"0x MIN. 4" LONG Q INTO WOOD MEMBER STAINLESS STEEL r COPBiECTiW1lYPE WOOD LAG SCREWS z USE 1/4" WOOD LAG SCREW OR @ 24" D.C. MAX. WITH TWO -1/4-Ox MIN. 4" LONG w 1^ 1/4' ELCO - MALE/FEMALE 3/4• P& EMBEDMENT h [(uW�?000 LAG SCREWS F 1 2- V2" EMBEDME TITH m SCHEDULE FOR MAX ANEXISTING - STUDS XISTING W p 555 INTO WOOD MEMBER Z I SPACING WOOD FRAMN " x 4' x 1/8" 8 -x-CDNT. ALUM. �� e 2" r TUBE 14 z 3/4' V ` MAX. COT. Ir x OR 4• x W000 �'P TEK SCREW ¢,q �' 3 I FRAMING REQUIRED _ Vj'SS 14 z 3/4' ° t7 1/2" PLYWOOD d' 4 C @ B^7/4' MAX. . 0 �iJ. TEK SCREW 1/4`� STORM (B� 12" O.C. " TWEEN EXISTMG MAX' 0.5 ABLE 2 TRUSSES 'Ek GLAZIN W 3 � u EE MIN, STORM, CL w ,� Q m �I m p PANEL SEP. FROM Q m 'L ��TABLE_ K EMBEDMEN o B" CONT. W NO t- t- BETUDS� a 1 m p w w = EXISTING a u 1 EMBEDMEN Al M SEE MIN 'N 1 m z ¢g$g 0 x z STORM PANEL q E a �5 n - a SEPARATION m FROM GLASS n TWO V4"0x MIN. 4' LONG x TABLE 2 tL'� STAINLESS STEEL WOOD LAG SCREWS C41APMEOOON NPE r(pl 24" O.C. MAX. WITH ` - 4 MAX. - 11V MAX. & REFERENCE ANCHOR 1-3/4^ MIN. EMBEDMEN i 3 go IN SCHEDULE FOR MAX. IN CENTER OF STUDS E 1/4`0x MIN. 2-1/2" LONG CO INECRON ME SPACING STAINLESS STEEL \%� •1' REFERENCE ANCHOR WOOD LAG SCREW (P 12" O.C. / ` E SCHEDULE FOR MAX. o 2" x 6" P.T. CONT. W/ 1-3/4` EMOEDMENT ��///EEE SPACING RETE, WOOD BLOCKIN INTO WOOD BLOCKING XISTING CONCRE IETE BLOCK OR HOLLOW CONCRETE BLOCK OR WOOD FRAMING 4 U -1311T SECTION O CEO. WOURMUT MOUNT SECTION O BURU-OUT/R.D0R MOUNT SETION SCALE. 3- = T - 0" SCALE. 3' = T - 0" USER©WITH PRODUCT RE14EWED MACH x 8/4,' WFtb the Flodin MACHINE SCREW x.675" S WITH ,675' x.675" 84BOinS CAde x 125" SQUARE Z�10-0 ,OQ, m w SCREW HEADDffi OJ ' 1 z m a r g9 1/2" O.D. x V4` 4 . x 3f16 M}m1t Co0Ua1 O - LON BUS o TO LOCK STRAP IN NYHINGOR 1/4-20 5.5. NUT I J-1PLACE USE A THUMB Q ALLL m w SCREW OR A TRUSS HEAD BOLT uyI Q w N\ x p _ z ¢ p/ "� Ba 8 ` �7/4-20 " `w C11,'DM1�I8N71YPE I W TCH z fi75 SCREW34x MB. '� REFERENCE ANCHOR- SCHEDULE FOR MAX. .125' SQUARE SCREW HEAD XISTING CONCRETE, SPACING HOLLOW CONCRETE BLOCK OR WOOD FRAMING \ /16" 1.0, AND 1O.D. x 3/16" /2 ' MINIMUM NYLON BUSHING OR 1/4-2 ' NOTE: USEOFOEfNLSWILBE0IC019131CRONWOHAN • h °IffAOER OR' U •HEADER 1DPbILWNT NUT (GALVANIZED. MIN. ®C -TRACK ASSEMBLY- INSIDE MOUNT SCALE. 3" = T - 0" C TRACK ASBEMBLY - (BLOWUP) OL SCALE, HALF SIZE rM==ma O Bukl10S coft ft>rplrnQloa D>Oe r • f O ®C -TRACK ASSEMBLY OSOMETRIC VIEM DMdt s N.T.S. MCD CEUM INSIDE MOUNT SECTION SCALE, 3" a T-0" 10.050" ALUMINUM STORM PANE EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING 'XISTING CONCRETE, 2" 0.055" 6063-T6 2". 4" `ALUM. TUBE IOLLOW CONCRETE BLOCK a 12.. 5" 1R WOOD FRAMING EMB FERE NC 7A C+ REFERENCE OR MAX.SCHEDULE FOR MAX --- W SPACING i /2.. 2 ,r-1/4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EM 01 ODt0.ECIDRm - -" REFERENCE ANCHOR 0 SCHEDULE FOR MAX. 0.055" 6063-T6 ALUM. TUBE—/SPACING ©WALL MOUNT SECTION SCALE, 3"-1'-0' �m as a� F i V4-20 C91 12", 3"- 1'- 0" OTYPICAL CORNER CLOSURE DETAILS t M O 0FnMK KMOR FASTENING DETAIL (UiONEiRIC1 SCALE+ 1-1/2' . T-0" N.T.S. FASTENING P RENI6WI esammlyugwool Dogdiag Coda � Dpi 2i LOAD 7800P . BffiC MY M ®i' I D visi- PRODUCTralw CD as complying wRh ft Fbir'Ida BaWieg Cade Aae1*mmN00 .05" DOW ro Dy DivDial 1 'TRUCTURAL FINISH UAL BRICK OR WOOD 3,CDVemll rm EFERENCE ANCHOR LH DOLE FOR MAX. C/� [E }, PACING '.i /4" MAX. 'fit a m. i All M "a E Ea �N till R 1/4" MAX. MCOPOlE011MrfR 141 a� '4 a REFERENCE ANCHORSCHEDULE FOR MAX. SPACING t.'��Jj NON-STRUCTURALFINISHMATERIAL LLI FASTENING P RENI6WI esammlyugwool Dogdiag Coda � Dpi 2i LOAD 7800P . BffiC MY M ®i' I D visi- PRODUCTralw CD as complying wRh ft Fbir'Ida BaWieg Cade Aae1*mmN00 .05" DOW ro Dy DivDial I 08.351 PAGE 4 of B 1 O 1 1 I 08.351 PAGE 4 of B 1 O ANCHOR SCHEDULE R6IFFNFA 1L4081O SPAIMS WMtR REWIRE) FORVAFM DESOt LO=AW8PANS LOAD MIN, 3(4°®GE DISTANCE LOAD SPANS UP TO SPANS UP Tp SPANS UP Tp SPANS UP TO SPANS UP TO SPANS UP TO £3 (W) 6'-0" 8•_1.. 12tLO 6'_0.. 11_11. 12•-0.. E P.S.F. / - 10TE1 N01E7 NMI 801E GOE1 MAX. NON. 1°EDGE DISTANCE ha 212' III DISTANCE Fn ANCHOR TIDE 1) C1 1:2 C3 C4 CS Cl C2 C3 C4 C5 Cl IC2 C3 C41 CS (Sff CO-CTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE $ 43.0 W 14 id 14 id 1d td 14 11 10 W 14 14 1 7 um (SEE NDIE3) (BHNOIE91 1 MmN m (SWE E3) 1 (511NOUM (BFENOTE3) 50.0 14 td 1d id 73 14 14 14 9 9 74 13 id T 6 1) Cl C2 C3 C4 CS C7 C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS LAVs L 72.0 14 td 14 10 1 td 12 14 6 6 14 11 14 6 5 84.0 14 td 1d B 7 14 11 14 6 5 14 11 id 6 5 43.0 l4 In 14 1 8 14 14 8 S 31 14 4 4 14 14 14 la 14 14 14 14 14 12 14 12 14 10. 9 �' 50.0 !4 l4 ld 11 6 11 1 3 5 50.0 14 14 14 7 6 14 14 14 5 A 14 8 14 3 3 14 14 14 14 14 14 14 14.12 10 14 9 14 9 7 150.0 7 3 7 3 7 3 72.0 14 14 14 114 S 4 Id 111 8 12 3 3 14 7 30 9 S 14 14 14 22 iD 34 9 13 8 7 14 1 21 8 7 / v4roDN�pG� RM I,1 OOF04M 84.0 14 11 14 4 A 14 7 30 3 3 14 7 ID 3 3 14 13 14 20 9 14 8 31 8 7 24 8 11 8 7 150.0 14 7 10 3 9 7 10 3 3 4 7 10 9 3 14 8 11 B 7 14 8 31 8 7. 34 8 31 8. 7 43.0 14 14 14 24 12 2. 14 14 9 8 14 20 l4 7 6 14 14 14 14 14 14 14 14 14 1I 14 10 14 ]D 1 50.0 IA In 14 12 10 34 14 14 8 7 14 7 13 6 5 14 14 14 14 14 }4 I4 14 ]I ID 14 9 19 9 7. • 72.0 14 14 14 6 7 24 7 31 5 5 14 6 9 5 4 14114 14 12 10 14 7 11 8 7 24 6 9 8' 6 EU.914TM=WIINV4'0 84.0 14 20 14 7 6 }d 6 9 5 4 14 6 9 5 4 14 11 14 30 9 14 6 9 8 6 14 6 1 1 6 V/ib1.1mL EN1Em01R 750.0 14 6 9 5 4 14 6 9 S a ]4 8 9 S t ]6 6 9 8 6 >4 6 9 9 6 ]d 8 MDL i 1W EDGE DISTANCE NDIY. 3` EDGE OD:FAAICE. 43.0 4 Ig 7 q q - 14 14 14 14 14 14 14 14 14 14 4 4 12 10 SA 9 12 1 4 11 9 U I'dll®�_�H' YwR41BsmID41T e1NiR 50.0 ]a 1- Ia 9 B 14 30 14 B 5 39 S 8 a d 14 Ia 14 14 14 14 10 24 72.0 14 20 14 6 5 12 5 7 4 3 1 4 1 4 3 14 1a 10 14 12 ]4 7 0 10 8 '.- VIfNT/T'B40 'V4a4 14.0 14 7 14 5 4 11 4 6 A 3 11 A 6 4. 3 14 12 14 13 10 14 7 10 10 8 4 7 0 ID 1 o CO �� N100040S 15p,p 13 a 'd 3 !1--4- B a 9 11 4 84 9 MIN. 2° EDGE DISTANCE NDN. 21 EDGE DISTANCE • 43.0 12 12 12 12112122 22 12 11 10 22 9 12 6 7 SILO 12 12 12 12 12 12 12 12 3Q 8 12 7 12 7 5 32 12 22 22 } 12 72 ]O 9 7 72.0 11 12 30 8 12 8 10 1 S 12 6 1 6 5 }} R 12 12 10 }2 8 12 8 7 7 6 7 LIE 14,1 12 10 12 1 7 12 6 6 B 5 12 8 1 6 5 }} }} 12 10 9 22 7 10 97 7 0 8 7 750.D 8 12 6 5 8 8 8 12 7 30 8 7 12 7 ]0 8 1 7 8 7 43.0 1414 H A 14 9 14 14 14 14 A 14 12 50.0 I4 14 14 14 14 14 14 14 14 14 14 d 12 10 72.p 14 14 14 14 14 14 IO 14 12 9 4 B 2 11 9 vr4 rt•lA" 14.0 14 14 14 14 12 14 9 12 11 9 4 B 11 9 150,0 ld 9 12111 9 24,9 122 13 9 . 9 R2 12 9 NX P EDGE 06TANCE NON. 212° EDGE DISTANCE 43.0 8 8 8 4 3 5 4 5 3 4 4 16 14 14 9 1 9 1 9 6 4 50.0 7 7 7 3 9 5 5% 3 }} 22 22 7 6 8 4 1 5 A- mv" T1POIN Y/ 1 v1.1IL 72.0 5 / 4 3 7_a7 4 3 S150.0 3 S 5 3 S 4 P�4 43.0 14 14 14 6 6 11 8 11 5 0 8 3 8 4 3 1414 1412 8 21 8 11 7 -5 50.0 14 14 14 7 5 9 5 9 4 9 7 5 3 24 24 14 9 7 9 5 9 5 4 72.0 9 5 9 4 3 5 4 3 6 3 3 15 9 6 5 6 4 4 3 RMULTRAmw mm 84.0 9 4 8 4 3 6 3 9 6 3 3 8 4 8 3 4 5 3 4 3 co V7]-91"lommBlf ]50.0 8 3 3 6 3 9 8 3 3 '8 3 4 3) 6 3 4 S- 8 3 4 9 43.0 IA2 '2438 1110 34 ]4 ]0 8 14 6 14 7.5 lS 50.0 14 3 14114 34 12 30 34 9 14.8 1 32 5 8 6 S Z 72.0 14 9 ]4 8 7 3 4 7 n 31 4 5 5 4 2M V4Y A1 -V4 84.0 9 4 8 3 7 3 7 3. ld 7 14 7 B 33 4 -S 5 4 11 4 5 5 4 U 150.0 7% 3 7 9 7 3 11 4 5 5 4 31 d 5 5 4 11 4 5 5 4 C (IDL 2° EDGE 0LSTANCE ALN. r EDGE DISTANCE 43.0 14 14 1 13 31 14 14 la 9 8 24 7 14 8 5 14 14 14 14 14 14 14 14 32 30 1d 8 4q 9 7 17 50.0. 14 14 ]4 21 9 14 31 14 8 6. 10 6 10 S n 14. 14 14 14 22 14 12 14 10 6 14 6 11 7 6 = Vpl®`NwI 72.0 14 11 34 8 6 33 5 8 5 4 13 5 7 5 4 14 14 ID 8 14 6 9 7 6 14 7 5 MO-HET V,ALL pU it SMO-HET. AIOmR1102'Mlf 1 84.0 14 8 14 6 S 13 S 1 '1 4 19S 7 5 4 14 B 14 9 7 34 5 7 7� 5 24 5 7 7 5 Vi-2DBfA0011561®' K4o0E 150.0 19 5 7 4 4 23 5 7 5 4 23 5 7 5 4 14 5 7 7 5 14 5 7 7 5. 14 5 7 7 5 ♦ 43.0 12 22 2270 B ]2 ]2 S -u. •�, 8. 50.0 9 E 720 84.0 150.0 ANCHOR SCHEDULE FAITOHFB MA=UM SPAWS (COU) MUMFOR YABW81 OEM I= AGO SPAN LOAD MIN, 3(4°®GE DISTANCE �3 (W)SPANS UP TO SPANS UP TO SPANS UP TO F.S.F. 6'-0'• B'-8" - 12'-0" ANCHOR TYRE MAX. mmi NM 1) 801St CONNECTION TYPE CONNECTOR TYPE CONNECTION TYPE $ IM I EE1MMI) (BEENBTE3) IBES N07E3) 1) C1 1:2 C3 C4 CS Cl C2 C3 C4 C5 Cl IC2 C3 C41 CS 2" MIN. 43.0 W 14 id 14 id 1d td 14 11 10 W 14 14 1 7 50.0 14 td 1d id 73 14 14 14 9 9 74 13 id T 6 LAVs L 72.0 14 td 14 10 1 td 12 14 6 6 14 11 14 6 5 84.0 14 td 1d B 7 14 11 14 6 5 14 11 id 6 5 RVA 150.0 W 17 td 6 6 1d 11 M 6 5 10 11 td 6 6 43.0 14 14 14 33 9 13 9 4 9 D �' 50.0 !4 l4 ld 11 6 11 1 3 5 C7 72.0 11 6 11 7 3 4 7 9 IN'e ae w 14.0 9 4 9 7 B 7 3 150.0 7 3 7 3 7 3 •4 43.0 14 14 14 74 33 W M la 10 9 30 ]0 14 7 6 a 50.0 14 14 14 13 11 14 14 14 9 8 14 7 13 6 5 / 72.0 14 14 14 9 8 34 7 11 8 S 14 6 9 8 5 B'BFD.d 9�0 14.0 14 10 id B 1 30 0 9 6 5 14 6 9 B 3 150.0 ]4 8 9 8 914 6 9 8 S 34 8 9 0 5 ANWOA MDT@AWN TEFp. �N� 1. pSALPLLLAt1yy5Vy �FiO S7ApRSp pAGRL 5PM75 FBF E[EffIC LOIADSGF" MAl To THOSE SF10WN TABLE L 2. ENTER ANCHOR SCHEEpDULE BASED ON THE E%ISTINB STRUCTEUpRE MATERI L EQUAL TO NEGATIVE DESIGN LOAOEUNESHUT EER IANC SELECT SPAN GRJEEATEERt THAN OREQUAL TO SHUTTER SPAN. 3. EpS7REEE MO[U�.N�TING SECTION DETAILS FORIDENTIFICATIONIDENTIFICATION TE CONNECTION TYPE. A TYPE NgqFggEX�ISgTqI IN,GggSTRUCC PURE.DULEE�OR PROPER ANCHOR TYPE BASED ON S. A C H P&SATIOIVS.E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MMIMUM EMBE�O� ENT AND EDGE DISTANCEEXCLUDES WALL FINISH COR STUCCO. 7' VARYEFIELDTVEPI,IFYRTFiAT FASTENERS AREFINTG AOECUAT TMEGOOOPRAMINR SI MNLRLRE OSURE PIEAR7EE'ICE' SNL.yOD.14F�AESRTEMNG TO PgLYW000 4SOF 7(PUARCCEPgTpMApBLE OUNpLYggF/NlDE.R WS FASTEN TO NARROW B EO[ E O IRAN IS ACI CEPTINTILGERF OMINOOL FR€gMING. MO D 57 UD SNA`L BE PMLL�S PAN HEAD OR HEX gMEGREATA DENSITY. LAG SCREWS SMALL NAVE 9. ,A AD ANRMA�HAVE AEMUIITHER A PAN �AD,�TRUSSr AD. OR WAFER HEA DES {SIDEWALK BOLT). U.O.N. 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. SCREW NATES ANCHORS W ICHWINAR .REMOVABLE BY REMOVING MACHINE 12. ALL POINTS SOLID SET AND POWERS CALK -N ANCHORS MAY ONLY BE USED N CONCtETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONC RIETE SLABS ON GRADE 13. FOR ELCO OWTEFLEX SS4. CONCRETE STRENGTH, FD=3.8 KSL FOR 17W TAPCONJ. CONCRETE STRENGTH. FCP3.2 KSI. FOR ALL OTHERS CONCRETE STRENGTH, FO<- 3 KSL PRODUt� 1' BCVl6ED PROINJCT'ItffiVEWEp meomPlSIa�TTDhPDeF �� VA&Ore Flahla D0621o6CAcccpWIkIa Os el -v - z .0 -Fp tottot 86/fDyMLS DadDhwm m imm ' 4 H 1 / 0.050" ALUMINUM STORM PANEd INSTALLATIONS GREATER IP S F I (FT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE E (INCHES) (INCHES) T � 8-8 3 2-1/4 70-6 5 3-3/8 � 8-8 3 T-1/2 9-10 5 3-1/4 WB 8-8 3 2-3/4, 9-5 C 4-0 3 1-1/2 70.0 8-e 3 3 9-0 e• 80.0 4-0 3 1-t12 8-4 3 3 � 4-O -< T MINIMUM STORM PANEL SEPARATION FROM GLASS TABLE 1 NM' 4-0 3 1-1/2 7-3 3 2-1/2 A POSITIVE 4-D COLUMN 1 COLUMN 2 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE A 3 2-3/B MAX ALLOWABLE _,�• 5q 3YI B DESIGN ACTUAL MIN. SEP. FOR ALL MIN. SEP. FOR ALL WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER SPAN VALUE OF THE TWO. B STORM PANEL a L LOAD IWI SPAN (L) INSTALLATIONS LESS L SPAN SCHEDULE W>� 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES E USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS, ' 1 POSITIVE OR PAN FOR NE PAN FOR POS p y� NEGATIVE PRESSURE PRESSURE DESIGN LO (FT. - IN) (FT - IN) r'�ryi TA8LE2NOTE '(P.S.F.) 7. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO 40:0 12'-0" 10'-4" DETERMINE MIN. STORM SHUTTER SEPARATION FROM 45.0 11'-3" 10'-1" GLASS. 50.0 10'-8" 9'-9" k�. 55.0 10'-2" 60.0 9'-9" 9'-3"62.0 9'-7" . ' 65.0 70.0 9'-4" 8'-11" 9'-0" 8'-7" $� - 72.0 8'-11" B'-4" 75.0 8'-8" e'-0" Rid 3 80.0 8'-3" 7'-6" 6P 90.0 7'-4- '-4" 6'-- 100.0 W-7" 6'-0-. 110.0 6'-0" 5'-5" 120.0 5'-6" 5'-0" 130.0 1'-1" 4'-7" 140.0 4'-8" 4'-3" 150.0 4'-4" W-0" 0 . PRODUCPRENEWEp ® wim the P1011&7 Eu�B Cate Im Aempumft o-O'?Zq o¢ V.J.. Kn=Wch a/6 oy aimd CarIIml Dmbim �� . ,A PRODUCT REvj= Buldifilt code BFlotlda ePr�mof .65- 0-I E" os/1s/zoos Br W met nlvmen CUM PAGE 8 6f 8 INSTALLATIONS GREATER IP S F I (FT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE E (INCHES) (INCHES) T � 8-8 3 2-1/4 70-6 5 3-3/8 � 8-8 3 T-1/2 9-10 5 3-1/4 WB 8-8 3 2-3/4, 9-5 5 3-1/4 4-0 3 1-1/2 70.0 8-e 3 3 9-0 5 3-1/4 80.0 4-0 3 1-t12 8-4 3 3 � 4-O 3 1-1/2 7-9 3 2-3/4 100A 4-0 3 1-1/2 7-3 3 2-1/2 710,0 4-D 3 1-1/2 6-9 3 2-3/B 3-0 3 7-1/2 6-4 3 2-1/4 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011287 DATE: 09/28/2012 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 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 "HR 1000S" Aluminum 10030 Bavaria Road Flange Frame Equal Lite Ft. Myers, FL 33913 Horizontal Sliding Window Configuration: OX Glazing: IG -Laminate -1/8" Annealed Glass/0.090"Saflex by Solutia Interlayer/l/8" Annealed Glass/1/8" Annealed Glass or Monolithic: Laminate -1/8" Annealed Glass/0.090" Saflex by Solutia Interlayer/1/8" Annealed Glass Frame: W-1880mm(74") H-1829mm(72") Panel: W-911mm(35.88") H-1743mm(68.63") SPECIFICATION PRODUCT RATING ASTM E1886 -05/E1996-06 Design Pressure: +60/-60 psf TAS 201/202/203-94 Wind Zone 4 -Missile Level D AAMA/WDMA/CSA 101/I.S.2/A440-05 Large Missile Impact Rated HS -C601880 x 1829 (74 x 72) Product Tested By: Element Materials Technology Report No: ESP009274P-3/ESP009274P-4/ESP009274P-8/ESP009274P-9 Expiration Date: April 30, 2016 ' _ -'l 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 1 O Es O FLOOR PLAN 5KETCH I . CONTRACTOR TO VERIFY ALL DIMEN51ON5 2. A5CE 7-10 WIND CODE (175 MPH) EXP. "C" 3• FLORIDA 13UILDING CODE, 2010 4. MEAN ROOF HEIGHT: 151 5. MIN. BUILDING WIDTH: 40' G. ROOF INCL. 18 ° 7. APUCA13LE ZONE: 4 (INTERIOR), 5 (END). 8. R15K CATEGORY II BUILDING. 9. CON5TANT:0.0025G 10. GCPI: 0.18 11.Kd:.85 Florida Building Code 2010. -ASCE 7-10. EXPOSURE "C" ,s BUILDING CATEGORY RISK II _ - _ EXPOSURE ADJUSTMENTS .85 LOAD TABLE FO R WINDOWS MARK DESCRIPTION WIDTH HEIGHI SOFT. POSYRESSURE NEGYRESSURE P.S.F. P.S.F. ZONE APPR.# - 11 H.R. (XO) 75 52 13.54 39.57 -4299 1 INT FL 15970.1 2 H.R. (XO) 74 51 13.10 39.66 -52.63 END FL 15970.1 3 H.R.(XO) 74 51 13.10 •39.66 -43.08 INT FL 15970.1 LOAD TABLE FOR SHUTTERS rOTA,SQXT. 296.95 MARK DESCRIPTION WIDTH EIG TRIB,A POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE APPR.# 4 ACCORDION 54 39 3.52 40.37 -43.79 INT FL 1850 5 STORM PANELS 72 82 15.56 39.21 -42.63 INT 10-0929.04 6 STORM PANELS 72 82 15.56 39.21 51.73 END 10-0929.04 7 STORM PANELS 72 82 11 15.56 39.21 -42.63 INT 10-0929.04 8 STORM PANELS 72 82 15.56 39.21 -42.63 INT 10-0929.04 9 STORM PANELS 72 82 15.56 39.21 -51.73 END 10-0929.04 10 STORM PANELS--- ---72.---82--- 15.56 3921 -4Z63 11 ACCORDION 75 51 6.02 40.37 -43.79 INT FL 1850 12 ACCORDION 37 38 3.34 40.37 -54.05 END FL 1850 5COPE OF WORK 5ERJE5 "HR -10005 HORIZONTAL ROLLER L.M.I. APPROVAL: FL- 15970. 1 5ERTHA HV ACCORDION SHUTTER 5Y5TEM. APPROVAL: FL -1850 - RO 0.050" (min) ALUMINUM STORM PANELS 5HU'ITER. NOA: 10-0929.04 tA.`A 1 �V I REVI5ION51 9 f4cxr. . bob D(g QIP v 1Z Y,4, . ole fjwvs �,,►f 39og- GLASS INC. - 1045-4-S.W.:%TERRACE MIAMI, APOMFO 46 Product Evaluation Report Date: September 25, 2012 Report #: 2098 Report Revision No.: 0 Project #: 412-0507 Product Mfg.: Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Product Description: Series HR 1000S Horizontal Roller - LMI/HVHZ Series HRP 1000F Horizontal Roller - LMI/HVHZ Product Category: Windows Product Sub -Category: Horizontal Slider Compliance Method: Product Approval Rule 9N -3.005(1)(a) — Certification Mark or Listing Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC Project No. 412-0507 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2098, Rev. 0 Page 1 of 5 FBPE Certification of Authorization No. 25935 AFMWFS ALW SCOPE Eastern Architectural Systems Windows Series HR 1000S Horizontal Roller — LMI/HVHZ and Series HRP 1000F Horizontal Roller — LMI/HVHZ for conformance to the 2010 Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). The engineering analysis (Reference 3) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes 2010 FBC compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT - INSTALLATION REQUIREMENTS See Reference 1 for a description of the product, its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the 2010 Florida Building Code (FBC) requirements including the High Velocity Hurricane Zone (HVHZ). The specific 2010 Florida Building Code (FBC) requirements that have been met by testing and/or engineering evaluation (rational analysis) are the following. 2010 Florida Building Code (FBC), Building Volume 0 1609.1.2 Protection of Openings 0 1626 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris 0 1715.5.2 Exterior windows, sliding and patio glass doors. 0 1715.5.4 Anchorage methods 0 2411.3 Doors and Operative Windows in Exterior Walls - HVHZ 2010 Florida Building Code (FBC), Residential volume o R301.2.1.2 Protection of Openings o R612.6 Exterior windows, sliding and patio glass doors o R612.10 Anchorage methods o R4403.16 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris o R4410.2.3 Doors and Operative Windows in Exterior Walls- HVHZ PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone: 321-690-1788 Fax: 321-690-1789 FBPE Certification of Authorization No. 25935 Project No. 412-0507 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2098, Rev. 0 Page 2 of 5 LIMITATIONS AND CONDITIONS OF USE This product evaluation report contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 9N-3. Design Pressure Rating (psf) • Installation restrictions. Installation substrate requirements. • Product description. Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 9N- 3.005(3). See FBC Organization No. CER1773 and QUA1789 for approval under Rule 9N-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 9N -3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 9N -3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS Reference 2 conducted testing to the following standard(s). High Velocity Hurricane Zone (HVHZ) a. TAS201-94, Impact Test Procedures. b. TAS202-94, Criteria for Testing Impact & Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. c. TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. Outside High Velocity Hurricane Zone (HVHZ) including the Wind Borne Debris Region a. AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for windows, doors, and unit skylights. b. ASTM E1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone: 321-690-1788 Fax: 321-690-1789 FBPE Certification of Authorization No. 25935 Project No. 412-0507 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2098, Rev. 0 Page 3 of 5 iii c. ASTM E1996-06 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. MATERIAL CERTIFICATIONS Material certifications Laminated Glass interlayers are as follows: 1) Miami -Dade approval for Saflex PVB interlayer manufactured by Solutia, Inc. is found under NOA 1102.11. REFERENCES & SUPPORTING DOCUMENTS 1. Drawings: a. EAS0001, Rev. 0, dated September 25, 2012, signed and sealed by Robert J. Amoruso, Eastern Architectural Systems Series HR 1000S Horizontal Roller - LMI/HVHZ, Installation Anchorage Details b. EAS0002, Rev. 0, dated September 25, 2012, signed and sealed by Robert J. Amoruso, Eastern Architectural Systems Series HRP 1000F Horizontal Roller - LMI/HVHZ, Installation Anchorage Details 2. Test Reports by Element Materials Technology a. AAMA/WDMA/CSA 101/I.S.2/A440, ASTM E1886 and ASTM E1996 testing: i. ESP009274P EAS Series HR 1000F Equal Lite 111 X 72 Insulated LAM[ Glass ii. ESP00927413-1 EAS Series HR 1000F Equal Lite 111 X 72 Monolithic LAMI Glass iii. ESP00927413-2 EAS Series HR 1000F Unequal Lite 111 X 72 Monolithic LAMI Glass iv. ESP00927413-3 EAS Series HR 1000S Equal Lite 74 X 72 Monolithic LAMI Glass v. ESP00927413-4 EAS Series HR 1000S Equal Lite 74 X 72 Insulated LAMI Glass b. TAS 201, TAS 202 and TAS 203 testing: i. ESP009274P-5 EAS Series HR1000F Equal Lite 111 X 72 Insulated LAMI Glass ii. ESP00927413-6 EAS Series HR1000F Equal Lite 111 X 72 Monolithic LAMI Glass iii. ESP009274P-7 EAS Series HR1000F Unequal Lite 111 X 72 Monolithic LAMI Glass iv. ESP00927413-8 EAS Series HR 1000S 74 X 72 Monolithic LAMI Glass v. ESP00927413-9 EAS Series HR 10005 74X 72 Insulated LAMI Glass 3. Calculations: a. PTC Report No. 2097, Anchorage Engineering for Eastern Architectural Systems Series HR 10005 Horizontal Roller - LMI/HVHZ and Series HRP 1000F Horizontal Roller - LMI/HVHZ, dated September 25, 2012, signed and sealed by Robert J. Amoruso. 4. Florida Building Code: a. 2010 Florida Building Code (FBC), Building Volume i. 1609.1.2 Protection of Openings ii. 1626 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris iii. 1715.5.2 Exterior windows, sliding and patio glass doors iv. 1715.5.4 Anchorage methods PTC Product Design Group, LLC Project No. 412-0507 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2098, Rev. 0 Page 4 of 5 FBPE Certification of Authorization No. 25935 v. 2411.3 Doors and Operative Windows in Exterior Walls - HVHZ b. 2010 Florida Building Code (FBC), Residential volume i. R301.2.1.2 Protection of Openings ii. R612.6 Exterior windows, sliding and patio glass doors iii. R612.10 Anchorage methods. iv. R4403.16 High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris v. R4410.2.3 Doors and Operative Windows in Exterior Walls - HVHZ PTC Product Design Group, LLC Project No. 412-0507 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2098, Rev. 0 Page 5 of 5 FBPE Certification of Authorization No. 25935 EASTERN ARCHYfECTURAL SYSTEMS SERIES SR 1®OOS HORIZONTAL ROLLER — LMI INSTALLATI®NANCHORAGE DETAILS GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT(S) NO. ESPOO9274P-3, ESP009274P-4, ESP009274P-8 AND ESP009274P-9 AND ASSOCIATED LABORATORY DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF .RECORD. 5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. 6. WHEN USED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), THIS PRODUCT COMPLIES WITH SECTIONS 1626 AND R4403.16 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 6.1. FOR INSTALLATION 30 FT. ABOVE GRADE, ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY AN IMPACT PROTECTIVE SYSTEM PER 2010 FBC, SECTION 2411.3.3.7. 7. WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIRING WIND BORNE DEBRIS PROTECTION, THIS PRODUCT COMPLIES WITH SECTIONS 1609.1.2 AND 83012.12 OF THE FBC AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL "D' AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E 1996 AS MODIFIED BY SECTIONS 1609.12.4 AND R3012AZIA. 8. MATERIALS 8.1. WINDOW FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6 0.063' THICK 8.2. WINDOW SASH MATERIAL- EXTRUDED ALUMINUM 6063-T6 0.062" THICK. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E13OD-04e1 GLASS CHARTS. SEE SHEET 3 FOR GLAZING DETAILS. 10. DESIGNATIONS "X' AND "0" STAND FOR THE FOLLOWING (AS APPLICABLE} 10.1. X: OPERABLE SASH 102. O: FIXED SASH 11. IN ACCORDANCE WITH THE 2010 FBC/FRC, SECTIONS 2411.3.3.3 AND R441023.3.3 WOOD SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTIONS 23262 AND R4409.132. 12. ALL UNITS UNDER THIS APPROVAL SHALL USE SETTING BLOCKS IN COMPLIANCE WITH 2010 FBC SECTION 2411.3.3.1 WHEN APPLICABLE. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. ANCHORS ARE TO MATCH TYPE, SIZE, EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE INSTALLATION ANCHOR SCHEDULE SHOWN ON THIS SHEET FOR THE RESPECTIVE SUBSTRATE. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED AS DEFINED IN SECTION 2003.8.42. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. DESIGN PRESSURE RATING (PSF) TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION AND ANCHORING LAYOUT 3 VERTICAL CROSS SECTION AND GLAZING DETAILS 4 HORIZONTAL CROSS SECTION 5 BILL OF MATERIALS AND COMPONENTS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. ANCHORS ARE TO MATCH TYPE, SIZE, EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE INSTALLATION ANCHOR SCHEDULE SHOWN ON THIS SHEET FOR THE RESPECTIVE SUBSTRATE. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED AS DEFINED IN SECTION 2003.8.42. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. DESIGN PRESSURE RATING (PSF) IMPACT RATING +60.0%60.0 LARGE MISSILE ANCHOR SCHEDULE INSTALLATION SCRHN HEAD MANUIp�mm EMBEDMENT EDGE DISTANCE ANCHOR CAPALME.S SUBSTRATE TYPE TYPE SCREW SIZE ANIXOR INR(mFACTURER BASED ON SPEMRCATION CONCRETE THRU-FRAME FLATORPAN 3/16' ffVU TAPCONS11 1-12" 1-1/8" MIN. 2DOD PSI CONCRETE HEAD STRENGTH MY MASONRY Y) THRU-FRAME FLAT OR PAN 3/16" TRV TAPCONSIn 1' 2" CONFORMANCETOASTM (BASON HERO C-90, MEDIUM WEIGHT FLAT OR PAN N0. 10 ANSI B18.6.1 WOOD WITH AMINMJM WOOD THRU-FRANIE HEAD (WOOD SCREW) 1-318" 3/4" SPECIFIC GRAVITY OF FLAT OR PAN ASME 818.6.4 0.55. HEAD No. 10 (TAPPING SCREW) NOTES: 1) INN (ADVANCED TH♦gADFORMTECHNOLOGY) TAPCONS WLL BE USBJ FOR CONCRFrOASONRY INSTALLATION. 2) FOR WOOD SCROVS F SPLITTING IS A CONCB;K M -L 0.117 (34 MILL SIZE) PLOT HOLE FOR NO. 10 WOOD SOU -W. 3) FORTAPPING SOEWS IF SP,-OTIM3 B A CONCERN, O; LL 0.121" (31 DFH.L SDS PLOT HOLE FOR NO. 10 TAPPING SCRM. I, 0 tn 0 Fn J D7 0 W Tn M Z `P Z c) g 0 Ems-+ =1g� U E- o z E� d Ra x o f0 < ^ O p oJ = Z uj CD E -w W W v) o of a� oil 1 Robert J. Amoruso, P.E. FL P.E. No. 49752 It 74 O.A. FRAME WIDTH n 0 0 7 MAX. 7.5" MAX. 7 MAX. TYP. � O.C. TYP. A TYP. N 3 � 6 MAX. TYP. t N � O 1 W LO O J N O N 8.6" MAX. m o O.C. TYP. 68 5/8" >� g MAX. SASH HEIGHTIx m O CO N, z = Vl � OJO ~ Z X I L) :r m 54 C) O /2" 72 O.A. o X o R i l D.LO. FRAME x o z HT HEIGHT o oor z � 20 O` z _ y 4 w W 1 W J 6 MAX. TYP. IT T f Robert J. Amoruso, P.E. 31 3/4" MAX 35 7/8 MAX. FL P.E. No. 49752 D.LO. WIDTH SASH WIDTH 11T68tppt ®y3{� ttJ SERIES HR 1000S HORIZONTAL °`` c �� '` ROLLING WINDOW ros Q-�.. d�' NO 49752 .`O a EXTERIOR VIEW d " SYAYE QF : w: OiNA$ l�a�a X � 65 1 MAX. f HEIG a j 4 EDGE DISTANCE ' VARIES SEE ANCHOR SCHEDULE SHEET 1 INSTALLATION ANCHOR VARIES SEE ANCHOR SCHEDULE SHEET 1� PERIMETER SEAL BY OTHERS -� FLANGE TO BE SET IN BED OF SEALANT BY BY OTHERS. SEE NOTE THIS SHEET EXTERIOR SUBSTRATE VARIES SEE ANCHOR SCHEDULE SHEET 1 SEALANT BY OTHERS 15 1/4" MAX. SHIM INTERIOR MIN. EMBEDMENT VARIES SEE ANCHOR SCHEDULE SHEET 1 5/16" O.A. NOMINAL 1/8" ANNEALED EXTERIOR FLANGE TO BE SEALANT BY OTHERS 1/4" MAX. 04 SET IN BED OF SHIM 1/8" ANNEALED SEALANT BY'OTHERS. rn 0.090" SAFLEX SEE NOTE THIS SHEET } PVB BY SOLUTIA PERIMETER SEAL MIN. EMBEDMENT VARIES 1/8" ANNEALED BY OTHERS SEE ANCHOR SCHEDULE SHEET 1 INTERIOR INSTALLATION ANCHOR VARIES SEE ANCHOR c')N x 00Jz SCHEDULE SHEET 1 V1 Z I EDGE DISTANCE SUBSTRATE VARIES VARIES SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE SHEET 1 SHEET 1 Fa FLANGE NOTE: A VERTICAL CROSS SECTION THE FLANGE IS A NON-STRUCTURAL (07 — PART. IT MAY BE TRIMMED SHORT OR 3 INSTALLATION REMOVED ALL TOGETHER DEPENDING O 0tl �w ON INSTALLATION REQUIREMENTS. 0.090" SAFLEX PVB BY SOLUTIA 1/8" ANNEALED INTERIOR 3/4" GLASS BITE GLAZING DETAIL 1 5/16' NOMINAL LAMINATED 5/8" O.A. o 04 NOMINAL 0 1/8" ANNEALED o rn 0.090" SAFLEX 1/8" ANNEALED PVB BY SOLUTIA 1/8" ANNEALED EXTERIOR Zook � INTERIOR 3/4" GLASS BITE SPACER IS A STEEL XL EDGE BY CARDIANL OR DURASEAL BY QUANEX GLAZING DETAIL 2 5B" NOMINAL IGU LAMINATED Robert J. Amoruso, P.E. I FL P.E. No. 49752 14, No 49752 '^Q.os 3TATE OF :0Z o 04 0 E- o rn 0 of QqQ e3 Zook � O c) c')N x 00Jz = m~ V1 Z I E+ l¢ xN0 v Fa � (07 — U a En Olen O 0tl �w a = of H a t E� !14 w >1 g Robert J. Amoruso, P.E. I FL P.E. No. 49752 14, No 49752 '^Q.os 3TATE OF :0Z MIN. EMBEDMENT VARIES SEE ANCHOR SCHEDULE SHEET 1 SUBSTRATE VARIES SEE ANCHOR SCHEDULE SHEET 1 DISTAN VARIES SEE ANCHOR \\ CE SCHEDULE SHEET 1 PERIMETER SEAL BY OTHERS FLANGE TO BE SET IN BED OF SEALANT BY OTHERS. SEE NOTE THIS SHEET 9 d ' 1/4- MAX. SHIM SEALANT INTERIOR 1/4" MAX. SHIM SEALANT BY OTHERS INSTALLATION ANCHOR `J INSTALLATION ANCHOR VARIES SEE ANCHOR VARIES SEE ANCHOR SCHEDULE SHEET 1 SCHEDULE SHEET 1 FLANGE NOTE: THE FLANGE IS A NON—STRUCTURAL PART. IT MAY BE TRIMMED SHORT OR REMOVED ALL TOGETHER DEPENDING ON INSTALLATION REQUIREMENTS. EXTERIOR B ORIZONTAL CROSS SECTION 4 - INSTALLATION I a I MIN. EMBEDMENT VARIES SEE ANCHOR SCHEDULE SHEET 1 a c14 SUBSTRATE VARIES SEE ANCHOR SCHEDULE U2 SHEET 1 W J N z 0 q co � a N�N x F = MOEn z N w 0 XQ �� EDGE DISTANCE mo 09 0 -0 a N VARIES SEE ANCHOR 0 w �- SCHEDULE SHEET 1 Z = i W w �it PERIMETER SEAL W N IT BY OTHERS FLANGE TO BE SET IN BED OF SEALANT BY OTHERS. SEE NOTE THIS SHEET Robert J. Amoruso, P.E. FL P.E. No. 49752 7 j LATCH/LOCK ASSEMBLY 8 5/16" LAMI IMPACT GLAZING 9 5/8" IGU LAMI IMPACT GLAZING 10 SIKAFLEX 552 STRUCTURAL ADHESIVE/GLAZING SIKA CORPORATION SILANE-TERMINATED COMPOUND POLYMER 11 FIN WEATHERSTRIPPING 12 30228 GLAZING VINYL 5/16" GLASS 13 30222 GLAZING VINYL 5/8" GLASS 14 #8 x 3 1/2" PH SMS MEETING RAIL TO SILL ASSEMBLY SCREW 15 #8 x 1" PH SMS FRAME ASSEMBLY SCREW 16 GAS -48191 5/8" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063-T6 17 49652 VENT S.H. VENT SILL INDALEX AMERICA, INC. ALUMINUM 6063-T6 18 #8 x 3/4" PH SMS SASH ASSY 19 RP -1009 GLAZING COMPOUND STOP PROTOTYPE PLASTICS VINYL 20 VINYL BULB SEAL VINYL 2 3/8" 7 1 2 33/64- 1 17/32" 17 VENT S.H. VENT SILL EXTRUDED ALUMINUM 6063-T6 0.063" THICK 1 45/64" 2 37/64- 1/B- 5 7/64" 15/B" O IMPACT MEETING RAIL EXTRUDED ALUMINUM 6063-T6 0.062" THICK 3 19/64" —1 3 27/64" 13 IMPACT HR SILL EXTRUDED ALUMINUM 6063-T6 0.063" THICK 2 37/64- 1 5/ fi � 2 17/64" O IMPACT SH VENT HEAD EXTRUDED ALUMINUM 6063-T6 0.062" THICK 1 15/64" 5/8" 15/16" II U s0 5/16IMPACT GLAZING BEAD EXTRUDED ALUMINUM 6063-T6 0.062" THICK 1 3/8" f 1 37/64" 1 O IMPACT VENT JAMB EXTRUDED ALUMINUM 6063-T6 0.062" THICK 7/32" 51616" 19 GLAZING COMPOUND STOP EXTRUDED VINYL 0.085" THICK 1 15/64- 5/16- 1 15/16" L-1 5/8" INS IMPACT ' 6 GLAZING BEAD EXTRUDED ALUMINUM 6063-T6 0.062" THICK <r to � w E- 0 0 c o- U= I wIa P6C ?� x �7 per; ccaF p -e d o 0o n a of w to of w w N Robert J. Amoruso, P.E. FL P.E. No. 49752 oI 11 BILL OF MATERIALS ITEM # PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 GAH-49665 NEW IMPACT HR SILL INDALEX AMERICA, INC. ALUMINUM 6063-T6 2 GAH-48982 NEW IMPACT SH VENT HEAD INDALEX AMERICA, INC. ALUMINUM 6063-T6 3 GAS -46856 IMPACT VENT JAMB INDALEX AMERICA, INC. ALUMINUM 6063-T6 4 GAH-48984 IMPACT MEETING RAIL INDALEX AMERICA, INC. ALUMINUM 6063-T6 5 GAS -48415 5/16" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063-T6 6 SERIES 1988 ROLLER ASSEMBLY AMESBURY HARDWARE STEEL 7 j LATCH/LOCK ASSEMBLY 8 5/16" LAMI IMPACT GLAZING 9 5/8" IGU LAMI IMPACT GLAZING 10 SIKAFLEX 552 STRUCTURAL ADHESIVE/GLAZING SIKA CORPORATION SILANE-TERMINATED COMPOUND POLYMER 11 FIN WEATHERSTRIPPING 12 30228 GLAZING VINYL 5/16" GLASS 13 30222 GLAZING VINYL 5/8" GLASS 14 #8 x 3 1/2" PH SMS MEETING RAIL TO SILL ASSEMBLY SCREW 15 #8 x 1" PH SMS FRAME ASSEMBLY SCREW 16 GAS -48191 5/8" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063-T6 17 49652 VENT S.H. VENT SILL INDALEX AMERICA, INC. ALUMINUM 6063-T6 18 #8 x 3/4" PH SMS SASH ASSY 19 RP -1009 GLAZING COMPOUND STOP PROTOTYPE PLASTICS VINYL 20 VINYL BULB SEAL VINYL 2 3/8" 7 1 2 33/64- 1 17/32" 17 VENT S.H. VENT SILL EXTRUDED ALUMINUM 6063-T6 0.063" THICK 1 45/64" 2 37/64- 1/B- 5 7/64" 15/B" O IMPACT MEETING RAIL EXTRUDED ALUMINUM 6063-T6 0.062" THICK 3 19/64" —1 3 27/64" 13 IMPACT HR SILL EXTRUDED ALUMINUM 6063-T6 0.063" THICK 2 37/64- 1 5/ fi � 2 17/64" O IMPACT SH VENT HEAD EXTRUDED ALUMINUM 6063-T6 0.062" THICK 1 15/64" 5/8" 15/16" II U s0 5/16IMPACT GLAZING BEAD EXTRUDED ALUMINUM 6063-T6 0.062" THICK 1 3/8" f 1 37/64" 1 O IMPACT VENT JAMB EXTRUDED ALUMINUM 6063-T6 0.062" THICK 7/32" 51616" 19 GLAZING COMPOUND STOP EXTRUDED VINYL 0.085" THICK 1 15/64- 5/16- 1 15/16" L-1 5/8" INS IMPACT ' 6 GLAZING BEAD EXTRUDED ALUMINUM 6063-T6 0.062" THICK <r to � w E- 0 0 c o- U= I wIa P6C ?� x �7 per; ccaF p -e d o 0o n a of w to of w w N Robert J. Amoruso, P.E. FL P.E. No. 49752 oI 11 TD -7 Z Y, e�� tone � , fly ,� 3h so � c-,zI (�1 9vW DO' 1S4 Lnitoa PCOX, ccocl) ��Ioa &SCOL EZ LOC K SHUTTERS GLASSINC.- 10454-S.W. 184th TERRACE MIAMI, FL 33157 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI009023.01-112 DATE: 04/26/201.1 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 07/29/2014 To verify:th. at the "Notice of Product Certification" is valid, please visit ww .NAMICertificationxoin to assure that the �. product is active and c nt y listed. This certification represents product conformity to the applicable specification and' , that certification criteria has beensatisfied. A NAM approved certification label must be applied to the product to claim certification status. Please evi�w and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series "FWI 2000" Aluminum 10030 Bavaria Road Impact Rated Picture Window Ft. Myers, FL 33913 Configuration:'O Glazing: Laminate-3/16"Heat Strengthened Glass/0.100" Solutia/3/16"Heat Strengthened Glass Frame:.W -36 58mm 144 H-1219mm 48 DLO: _W-3569mm(140.5") ';. H-1134mm(44.63") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +9.0/-9.0 psI Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3750 '1 Expiration Date: Februarj 28 2016 10 1 14 Administrator's Signature; 1ATIONAL ACCREDITATION AND MAl�AGE STT 1NS' T'iTUTE;.INC. 4794 George ashington Memorial Highway ayes, VA 23072 T h (804) 684-5124' F x: (804) 684-5122 O C FLOOR PLAN SKETCH LOCATION I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2, A5CE 7-10 WIND CODE (175 MPH) EXP. "Cu 3. FLORIDA BUILDING CODE, 2010 4. MEAN ROOF HEIGHT: 15' 5. MIN. BUILDING WIDTH: 40' G. ROOF INCL 18° 7. APUCABLE ZONE: 4 (INTERIOR, 5 (END). 8. RISK CATEGORY 11 BUILDING. 9. CON5TANT:0.0025G 10. GCPI: 0. -18 I I. Kd :.85 0 Florida Building Code 2010. ASCE 7-10. EXPOSURE "C" BUILDING CATEGORY RISK II EXPOSURE ADJUSTMENTS .85 min MARK DESCRIPTION WIDTH E1G SQ FT. POS.PRESSURE NEG.PRESSURE P.S.F. P.S.F. ZONE APPR.# - r H.R.(XO) 75 52 13.54 39.57 -42.99 INT FL 15970.1 2 H.R. (XO) 74 51 13.10 39.66 -52.63 END FL 15970.1 3 H.R. (XO) 74 51 13.10 39.66 -43.08 INT FL 15970.1 RAM115 CNGINCCRING, INC. FLORIDA BUILDING CODE, 2010. ASCE 7-10. EXPOSURE "C". RISK CATEGORY II BUILDING EXPOSURE ADJUSTMENTS .85 LOAD TABLE FOR SHUTTERS TDTAL SQ FT. zss.ss MARK DESCRIPTION WIDTH HEIGH7 TRIBJL POS.PRESSURE P.S.F. NEG.PRESSURE ZONE APPR.# P.S.F. 4 ACCORDION 54 39 3.52 40.37 -43.79 INT FL 1850 5 STORM PANELS 72 82 15.56 39.21 -42.63 INT 10-0929.04 6 STORM PANELS 72 82 15.56 39.21 -51.73 END 10-0929.04 7 STORM PANELS 72 1 82 1 15.56 1 39.21 -42.63 INT 10.0929.04 8 STORM PANELS 72 82 15.56 39.21 -42.63 INT 10-0929.04 9 STORM PANELS 72 82 15.56 39.21 -51.73 END 10-0929.04 10 STORM-P-ANF=L S-- --7-2--- --82---- 151 54 3921 4163 lNT 440-1 'In nA ACCORDION 75 51 6.02 40.37 -43.79 INT FL 1851 12 ACCORDION 11 37 38 3.34 40.37 11 -54.05 END FL 1850 _ ei• e O N L Z CO _ Mtn V (j) N O oZ M's LIL U co �W -- ry �-O ® U j CPJ SCOPE OF WORK Z2 SERIES "HR- 10005.MORIZONTAL ROLLER- L.M.1. APPROVAL: FL -15970. DERTrIA HV ACCORDION 51-P, SYSTEM. APPROVAL: FL- 1850 - R9 , 0.050". (min) ALUMINUM 5TORM PANELS 5MUTER. NOA: 1.0-0929.04 Da,�, 2/12/15 KTa ya 2bOreS^t-•EZlock,C a, ! I N OTES: 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 ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. TABLE OF CONTENTS SHEET -NO. 1 1 NOTES 2 ELEVATIONS 3 — 4 =INSTALLATION DETAILS DESCRIPTION REVISIONS I REV I DESCRIPTION I DATE I APPROVED 14. 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. 15. 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. 16. FOR 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. 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 - EASTERN AA Drot[ON OF SYSTEMS A OMSION OF EASTERN METAL SYPPLY - Ac,..0 ancrou� away Va3.s�re.., 1003013AVARIA ROAD �f �«awaaar wwaovwa .�a+u ®aaaaa FORT MY{4RS, FLORIDA 33913 800.432-2204 SERIES FWI 2000 ALUMINUM - IMPACT PICTURE WINDOW 144" x 48 ----- ----- NOTES _ DRAWN =NO- REV J. L. 08-02395 — s SCALE NTS DATE 07/24/14. SHEET,1 .QF AAL SIGNED: 0: /25/201 4 NN o SIX ^ � AppX .� �' f '!`irNAL 5" MAX. 4 1/2" MAX. 144" MAX. FRAME WIDTH 10 1/2" MAX. O.C. REVISIONS DESCRIPTION DATE 5" MAX. 4 1/2" MAX. 3/16" HS SIKA 550 ACK BEDDING —� 5/8" BITE 1/2" 3/16" HS 100 SAFLEX BY SOLUTIA SERIES FW12000ALUMINUM IMPACT PICTURE WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t90PSF LARGE 48" 13" 44 1/4" MAX. MAX. MAX. FRAME O.C. D.L.O. HEIGHT � I 4 1/2" MAX. 3/16" HS SIKA 550 ACK BEDDING —� 5/8" BITE 1/2" 3/16" HS 100 SAFLEX BY SOLUTIA SERIES FW12000ALUMINUM IMPACT PICTURE WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t90PSF LARGE MISSILE IMPACT 10x1 FH SCREW LOCATED 4 1/2" FROM EACH CORNER AND 12" MAX. O.C. THEREAFTER AT HEAD AND SILL AND 5 1/2" FROM EACH CORNER AND 15" MAX. O.C. AT JAMBS ALUMINUM GLAZING BEAD MISSILE LEVEL D, WIND ZONE 4 AND HVHZ• L APPROVED EASTERN ARCHITECTURAL SYSTEMS �' 1 )) .. EASTERN METAL SYPPLY N�1�. fP, 5ft :41�vrxcwraw+ .�wo V�r.ee•re_ 10030 BAVARIA ROAD %*1 '�. s ♦ - .- „Y„ rmm.*.•.asr- w..a�o.,rrsnr.+o vtaomm FORT MYERS. FLORIDA 33913• l 800-432-2204 a�. • .i► SERIES FWI 2000 ALUMINUM 0 IMPACT, PICTURE WINDOW 144" x 48" == ELEVATION Ai" e- A f DRAWN: DWG NO. REV s.e' � 410 08-02395. /N�a��.. SCALE• DA NTS 07/24/14 2 .OF 4. APPROVED EASTERN ARCHITECTURAL SYSTEMS �' 1 )) .. EASTERN METAL SYPPLY N�1�. fP, 5ft :41�vrxcwraw+ .�wo V�r.ee•re_ 10030 BAVARIA ROAD %*1 '�. s ♦ - .- „Y„ rmm.*.•.asr- w..a�o.,rrsnr.+o vtaomm FORT MYERS. FLORIDA 33913• l 800-432-2204 a�. • .i► SERIES FWI 2000 ALUMINUM 0 IMPACT, PICTURE WINDOW 144" x 48" == ELEVATION Ai" e- A f DRAWN: DWG NO. REV s.e' � 410 08-02395. /N�a��.. SCALE• DA NTS 07/24/14 2 .OF 4. WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. MAX. EDGE DISTANCE � SHIM �� SPACE 1 7/16" MIN. METAL EMBEDMENT STRUCTURE SCREW BY OTHERS 1/4" MAX. SHIM SPACE APPROVED SEALANT BEHIND FLANGE # 14 WOOD SCREW VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT. SHOWN FOR CLARITY. 2 PERIMETER ARID JOINT SEALANT BY OTHERS TO BE EXTERIOR 1/4" MAX. SHIM SPACE APPROVED SEALANT BEHIND FLANGE 11 MIN. METAL v1ENT STRUCTURE BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112 - - - - 1/4" MAX. � SHIM �� SPACE #14 SMS OR SELF DRILLING SCREW VERTICAL ACROSS SECTION METAL STRUCTURE INSTALLATION R NG 1/4" MAX. SHIM SPACE REVISIONS I REV I DESCRIPTION I DATE I APPROVED METAL STRUCTURE BY OTHERS #14 SMS OR SELF DRILLING SCREWS APPROVED SEALANT BEHIND .FLANGE 1 IA" WAY 1 7/16" MIN. EMBEDMENT WOOD FRAMING OR 2X BUCK BY OTHERS #14 WOOD SCREW JTERIOR KTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR 5/8" MIN. EDGE DISTANCE EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL BEHIND FLANGE WOOD FRAMING OR 2X BUCK INSTALLATION _ EASTERN ARCHITECTURAL SYSTEMS - tern A DIVISION OF EASTERN METAL SYPPLY L'AlWO-UNUMM 10030. -ro As4uw.rcrauwa arab Y.�yra_, FORT YEPS, ROAD • 'g, FORTMYERS, FLORIDA 33913 SERIES FWI 2000 ALUMINUM IMPACT PICTURE WINDOW 144" x 48", INSTALLATION DETAILS DRAWN: DWG NO. REV°'��1� 08=02395 -- f�i f � 111 DATE 07/2.4/14 HEFT -3 OF,--4- I F'-4 CONCRETE/MASONRY .BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET•1 APPROVED SEALANT BEHIND FLANGE EXTERIOR APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE ° a a Q 1 1/4" MIN. ° EMBEDMENT 0 1/4" MAX. SHIM SPACE INTERIOR 1/4" TAPCON 1/4" TAPCON 1/4" MAX. .SHIM SPACE a d• c ° ° a 14 G d� °. 0 1 1/4" MIN. a a ° EMBEDMENT a a °a a a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS ° OPTIONAL 1X BUCK ° v SEE NOTES 3-7 SHEET 1 ° 1/4" MAX. SHIM SPACE ° o. a a . 1/4" TAPCON ° INTERIOR v v .. v.. a . 0 v 2 1/2" v MIN. ° EDGE a DISTANCE a . ° ° APPROVED SEALANT ° BEHIND FLANGE 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 ARCHITECTURAL SYSTEMS q 1 PI ADIVISION OF • EASTERN METAL SYPPLY �� i"�� ; •�% 10030 BAVARIA ROAD O`*�'t .Coeuwatrvsst» sawo \4a*:re_ FORT MYERS;FLORIDA 33913 „� • t. �a.�wnmo•w w,.aearswaes .aaova esocgr±� 800432-2204. 4p SERIES FWI 2000 ALUMINUM IMPACT PICTURE WINDOW 144" x 48" INSTALLATION DETAILS AT ,F a{ ; DRAWN: DWG N0. REV J.L. NIS 07/24/14. 08-023450E 4 •��/��ft�Lj��` SCALE DATE SHEET , , _ - - -