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WS-14-1248
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214160 Scheduled Inspection Date: July 31, 2014 Inspector: Rodriguez, Jorge Owner: TIMS, DONALD & MELANIE Job Address: 301 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: OPTIMUM CONTRACTORS INC tsuuamg uepanment comments INSTALL NEW IMPACT WINDOWS 29 WINDOWS 2 DOORS AND 1 HURRICANE SCREEN DOOR Permit Number: WS -6-14-1248 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060136230 INSPECTOR COMMENTS False July 30, 2014 For Inspections please call: (305)762-4949 Page 8 of 26 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 30, 2014 For Inspections please call: (305)762-4949 Page 8 of 26 PERMIT APPLI Permit Type: JOB ADDRESS: Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. N Master Permit No. St JUN 13 2.014 FBC 20 LD ROOFING City: Miami Shores County: Miami Dade r Zip: Folio/Parcel#: k1 ' 5UG. 0 ('� .62-30 , Is the Building Historically Designated: Yes NO " Flood Zone: OWNER: Name (Fee Simple Titleholder): AnA o 1 - Phone#:.78'(P- 6-12 Address .301 A✓CLL' City: M • !!�d4tx�FS State: Zip: Tenant/Ussee Name: �� - Phone#: Email: CONTRACTOR: Company Name: Address: City: g!22 State: Z Zip::_ 24 Qualifier Name: Phone#• . 7 State Certification or Registration #: C- 0 Zg�' Certificate of Competency #: Contact Phone#: 7Y6 - 5ez` -_,eS 57, Email Address: �, �i.g e 4e - o �� �% 767 4,C Z C -,a DESIGNER: Architect/Engineer: i Value of Work for this Permit: $ �Q Square/Linear Footage of Work: 5� Type of Work: DAddition Alteration ONew 13riepair/Replace CSDemolition Description of Work: ID :�i70a hW %V AS PA2 W r A,D0CJ S may. LS A . pt . Zq W l Aic) J 2. Submittal Fee Scanning Fee $ Color thru tile: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ : TOTAL FEE NOW DUE $ I Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 1-4 Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO, RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approve nd a reinspection fee will be charged. Signature Siena er o Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Z- 01 by 2l4N , day of M*W4—, 20 2 , by AQ-fA-4 who is personally wn to m or who produced who is personally known to me or who has produced entification and who did take an oath. as identification and who did take an oath. NOTARY el,,,• ' rvcouallov�a Eol k x MY 00WSSION # FF 023476 ., EXPIRES: August 21, 2017 Sign: Print: My Commission Expires: ij ";o f I APPROVED BY P, X19 tdY (X)MNUSSION # FF 023476 <: EXPIRES: August 21, X17 •• BMW Thru NAW Puwb Undansbs Sign. Print: My Commission Expires Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. — :7 ��OPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. C. COPY OF LIABILITY INSURACE* D. COPY OF WORKERS COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: 6P %/ BUSINESS ADDRESS: —4�d - �4< 49010 CITY All &q STATE a-- ZIP CODE Z �� BUSINESS PHONE: ( �f) hY " T417 FAX NUMBER (Ar 0537�- V18' CELL PHONE () ✓ QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: !AC STAT9 OF I A6 !. �Lj. «y , NBR �001200.87418 ..CtC052834 The GENERAL CONTRACTOR Named below IS CzRTlp3:gD Under the provisions of Chapter 489 Expiration dates AUG.31, 2014 -ix-6 MATANSON, GARY KEITH OPTIMM CONTRACTORS INC P.O. BOX 960753 MIAMI. PL 33296 --- "`- -, i, . *;.,� -11 � - . 216 V, 0RT TION MEMCR11MYON ED 6' ET' Miami shores Villag*e Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption 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. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,oy u maybe personally liable for the worker compensation ipjuries of anyperson allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Print Sign State of Florida ) County of Miami -Dade ) Sworn to subscribed before me this l c day of , 20 By Contractor Print Name: Signature '6— State of Florida ) County of Miami -Dade) I Sworn to and subscribed before me this _ day of j l&&a , 20 l�. M wrsvu, .,....... - SEAL ''S :c'% MY COMM�Ss10N FF 02347 6 It ( ) ., �2t.2p17 It (SEAL) Tvpe of Identificati �!!Jl Tvne of Leal Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY 3717957 BUSINESS NAMIULOCATION RECEIPT NO. EXPIRES OMMUM CONTRACTORS INC RENEWAL SEPTEMBER 30, 2014 15131 SW 112 TERR 3882876 MIAMI, FL 33196 Must be displayed at pleas of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENTR8tE1VED OPTIMUM CONTRACTORS INC 196 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR 75.00 08/22/2013 Worker(s) 1 CGCO52834 0229-13-000864 This Local Business Tax Receipt a* sonRrms payment of the Loam Business Tax. Tile Becelpt In ad a Btu permit, or a ceatiflcadan of *e hdWs quidiffoodons. to do boolvess. Holder am comply wftb any governmental or nongovernmental regulatory Iowa and raildreamons whIcb apply to the btu The RHCIPf No. above most be displayed on all commercial vebiefes— Worm—Bade Code Sac liar For CNWICATE OF TO BE EXWT FM FMIDA WOt ENSATIOIE LAW * � CONSTRUCTION INDUSTRY 70ed %bel: Thiscertifiesthat individualelected to be from Florida Workers' Comperlsation law. EFFECTIVE DATE 01112/2012 PERSON: NATANSON FEIN: 690713909 BUSINESS NAME 7FL SS: 0PTIRM CONTRACTORC P.O. BOIL 980753 Mimi 33198 SCOPES OF BUSINESS OR TRADE 1— CERTIFIED ORAL CONTRACTOR ,TION DATE: 01/11/2014 K aMPOgTAiiT Persaw to Mapter 440 . 051141, P.S., an officer of a carpormisa wim sleets exertion from this cher by filing a cmilia is of elecliao ansa No section may not recover besafits or compensation under this cbapw. Pstsaaat to Chador 440A5112L F.S., Certificates of election to be exempt.— apply only WI[W the. scope of Ike business at trade listed on the notice of election to be exemia. Porsoam to Ompter 440.0110A F.S., Notices of slsctiw to be exempt ad certRicRes of election to be exempt sail be subject to revocation ti, at any time niter the filing of the Bailee ar the hBce of the corwicabt; die Person soma on the osteo or certificate Be longer meals tb requirements of dila section for issaaece of a cerldicate. The dspabuM SW revoke a ceratifrone et aoy time for faiiws of the Person awned an the cerWkete to meet the requirements of tbis section 010rSTtOafS7 (1160) 413— OWC-252 CERTIFICATE OF ELECTION TO BE EXBWT REVISED 01-11 10835 SW 145 CT. MlAM! FL 33186 SCOPES OF OMMESS OR TRADE: DFS-F2-17WC 2 2 CERT04CAIE OF ELECTION TO BE EXEMPT REMSED 07-12 QUESTIONM (850)413-1808 CERTIFICATE OF ABILITY INSURANCE M siumow"a " THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMAT10N NLY AND CONFEItS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMAIWELY OR NEGATIVELY AN D, EXTENTI OR ALTER THE COVERAGE AFFORDED AV THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT C A CONTRACT BETWEEN THE ISSUING INSURER(Sb AUTHORM REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDE NPORTANT: H the certificate holder is an ADDmONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the Policy, certain policies may require a n endorsement A $Mment on this certificate does not confer righty to the certificate hokler in Iieu of such andorsemunu(s). PRODUt;ER oorarAGT Daniel Robinson Simplified Mortgage And Insurance Services Inc. PLroNL 954-583.1500 r<ax a 95887 685 SW 27 Ave Suite 5 earAn -" Ft Lauderdale ,Florida 33372 ARIMSS _ 117 Seneca Insurance Optimum Contractors / Property One Intl, Inc 8358 W Oaldand Park Bivd Sunrise, Fkutda 33351 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOV HAVE BEEN ISSUED TO THE INSURED NAMED ,ABOVE FOR THE POLICY PERIOD INDICATED. NOTWn'HSTANDINt3 ANY REQUIREMENT, TERM OR CONDn ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFF RDFD BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AUL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY H VE BEEN REDUCED BY PAID CLAIMS X �T POLICY NUIOrB R POLICY EFF sou l ars CLAIMS -MADE X OCCUR EnnG % Dg1RRQ7C6 s 4n� OD0-QQ A 3DR6538 GEM AGGREGATE LIMn'APPLIES PER: Powr 0 M 7 LOC AMMOBLLE L IARKM ANYAUTO AALL LL'S ED SCHEDULED HIRED AUTOS NIA DESCRrPnoN OF OPERA710M I LOt-Ma s / vetaa= (ASD 107, AddhxwI Rwwd. General Contractor City Of Miami Supra SUAding Depamnerrt 10050 NE 2 Ave Miami Shores, FIs. 33138 MED EXP 04!78/2014 04/18!2015Lpamw emt# . a COMBINm s LI►d $ IIODAY RWLRtY (Pa pm�n) $ DODILY INJURY (Paw ) $ PROPERTY E S EACFIOCmJRReow Is -r- ~Wd n meta apses 1 SHOULD ANY OF THE ABOVE DESCRIBED POL W= BE CANCELLED ED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL HE 09LrJERED IN ACCORDANQE WITH THE POLICY PROVISMIL -1vv1-;AU14,Af;1Q 0 CORPORATION. All rights reserved. ACORD 26 (2094/01) The ACORD name and are registered narks of ACORD R Wind Pressure on Main Wind Force Resisting System (NNFRS) Load A B C D R F G H ROH GOH Case psf psf psf psf psf psf psf psf psf psf --------------------------------------------------------------------------- 1.00 44.11 -15.19 29.39 -8.70 -42.92 -27.73 -29.91 -21.21 -60.10 -47.09 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Note: ps = Lambda * Kzt * I * p930 Directionality Factor(Rd) is not an input during a Simplified Analysis. l It ?f1 Thomas Moe PE 63863 • • ••• •• % • • ••• % •• • •• • • • • • • • • • • • • • • ••• • • • • ••• NECAWind Ver.%i3DV.2,. 3:.0'.7 • pOr;ALSCE 7-10 Developed by MECA EnterprAVI, *loc. CgAV.?grJ& 201,4ji crir. jecaenterprises. com '1 Date : 4/7/2014 Project No. Company Name : THM Structural Consulting •• • apesjgn%4 By,,,: TJV=s Moe Address : 6731 SW 63 Ct. • • Oescaipt:burn : •blind Load Calculations City : Miami • • �' ::uStOmU ldap : fips Residence State : FL • • 4Prt]J*LAcdgtiGn : 304. NE 93 St, Miami Shores, FL File Location: C:\Users\Tom\Documents\MECA Wirrid'Pressu're\Tims ResiaAce•(%ruce).wnd Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 V: Basic Wind Speed = 175.00 mph Cat: Structural Category(I,II,III, and IV) II Exp: Exposure Category(B,C, or D) = C RHt: Ridge Height = 12.00 ft EHt: Eave Height 9.00 ft Ht: Mean Roof Height of Building = 10.50 ft Theta: Roof Angle - 14.00 Deg L: Length of Building(If Gabled, along Ridge) = 80.33 ft B: Width of Building(Perpendicular to Ridge) = 45.75 ft Kzt: Topographic Factor = 1.00 Lambda: Adjustment Factor for Building Height and Exposure = 1.21 I: Importance Factor - 1.00 a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 4.20 ft 2a: Length over which Zone A acts on Each Corner = 8.40 ft Wind Pressure on Main Wind Force Resisting System (NNFRS) Load A B C D R F G H ROH GOH Case psf psf psf psf psf psf psf psf psf psf --------------------------------------------------------------------------- 1.00 44.11 -15.19 29.39 -8.70 -42.92 -27.73 -29.91 -21.21 -60.10 -47.09 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Note: ps = Lambda * Kzt * I * p930 Directionality Factor(Rd) is not an input during a Simplified Analysis. l It ?f1 Thomas Moe PE 63863 . • ... . . . ... . . . . . . . . . . • • ••• • • • • ••e MECAWind Veig;pn° 2.:, i*,.*b,7-;A$CE 7-10 Developed by PNCA Enterpr.146 ':no. Cop;,righf• 2014:in,,1.*4caenterprises.com Date : 4/7/2014 Project No. Company Name : THM Structural Consulting Designed By Thomas Noe Address : 6731 SW 63 Ct . e • • Desarip"on • • w Wind Load Calculations City : Miami • • ; e:u4tc:n4 $a4t:: Tins Residence State : FL • • Frej d ovation 303 NE 93 St, Miami Shores, FL File Location: C:\Users\Tom\Documents\MECO Tiilid:PtVs4e:T:�1% 4Nidence (Bruce).wnd Simplified Wind Load Design - C & C - Method 1 per ASCE 7-10 HO Roof (7° <05 27°) C Rod (0Sr) ❑ It. Z. Gable Rod (r <0*45° E3 F-ez co.WzOM RC-Z=%1W9h-semis F.cd-&=3 Wind Pressure on Components and Cladding (Ch 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width Span Area Zone Max P Min P ft ft ft^2 psf psf ------------------------------------------------------------------------- Window 3.00 3.33 10.0 4 40.11 -43.49 Window 3.00 3.33 10.0 5 40.11 -53.67 Door 2.20 6.67 14.8 4 f39 -n24 -Door 2.20 6.67 14.8 5 -51.93 Notes: 1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. 2) Max P & Min P = pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt. 3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. 4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5. Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_4tl.aspx9param=wGEV.. J. '� rye 1r%.�.�'! t � '- • • • • • • • 4 ., �tl,:. .. - 44 ^fit m� j�. �a '''., Y� z � a • • • • • • • • • • • f€y :` � rX, ��CF 0 t - ,7:^ nda �TfCllt BOS Home I Log in a User RegM aWn i Hot To f fs i S:97 Sfthart St%& PRxU i PubkaWrts FBC Staff BOS Ste Map { Lftfks Search 06* gne, �}e eProduct Approval II�R: Pablic User i 1 1 ; Product Aomoval Menu > Product or Agpkeatlon Search > A 14ocafteDew • Mimi, FL FL15971 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Eastern Architectural Systems 10030 Bavaria Road Ft. Myers, FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Timothy Hoard thoard@easterrrmetal.com Timothy 1. Hoard 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Windows Casement or Usting National Accreditation & Management Institute National Accreditation & Management Institute, Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 TAS201 TAS202 TAS203 Year 2005 2005 2006 1994 1994 1994 1 of 2 6/9/2014 1:46 P1V Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEV.. . . ••. . • . ... . . . . . . . . . . . . ... . . . . ... Product Approval Method • • • Meth9d 1.0.pyon A 15971. Series 143 Vinyl Casement Window Series 13 Vinyl Casement Window - LMI HVHZ Lim f Use • • FL . 71 RO C CAC NI011284-RI. df • • •• • • • • • • • Date Submitted i : s : 09/21/2042: ; •�; " Date Validated • • 10%01%20If • • • • Date Pending FBC Approval Evaluation Reports Date Approved• • 0%®�20�a s • • • • • • • • •• • Cummmro of P- • • • • • _ _ • ME= Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility statement :: Refund Statement Under Florba law, email addresses are public records. If you do not want your e -mall address reused in response to a public-recordS request, do riot send electronic mail to this entity. instead, contact the office by phone or by traditional mail. 8 you have any questions, please co-,taU 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effecWe October 1, 2012, licensees lensed under Chapter455, F.S. must provide the Department with an email address 8they have one. The emalls provided may be used far official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hese-. Product Approval Accepts: r t FC�AFE 2 of 2 6/9/2014 1:46 PM FL # Model, Number or Name Descri n 15971. Series 143 Vinyl Casement Window Series 13 Vinyl Casement Window - LMI HVHZ Lim f Use Cert—F----- Agency Certificate Appr for use in HVHZ: Yes �ed FL . 71 RO C CAC NI011284-RI. df App ro for use outside HVHZ: Yes lity Assurance Contract Expiration Date Imp'ct istant: Yes 6/30/2016 Design re: +70.0/-70.0 Installation Instructions Other: PVC II approved under Deceuninck NO FL15971 RO II 08-01779A.Ddf 09-0429.04. Soluti er approved under Verified By: Luis R. Lomas, P.E. 62514 09-0127.13. Created by Independent Third Party: Yes Evaluation Reports FL15971 RO AE 512463A.Ddf Created by Independent Third Party: Yes ME= Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility statement :: Refund Statement Under Florba law, email addresses are public records. If you do not want your e -mall address reused in response to a public-recordS request, do riot send electronic mail to this entity. instead, contact the office by phone or by traditional mail. 8 you have any questions, please co-,taU 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effecWe October 1, 2012, licensees lensed under Chapter455, F.S. must provide the Department with an email address 8they have one. The emalls provided may be used far official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hese-. Product Approval Accepts: r t FC�AFE 2 of 2 6/9/2014 1:46 PM NOTICE OF PROIJIJCTIGU�. OICATION i • i :t.!E1?-FjF :ATjo 1 �lJ-.. .... OAT= CEftiACATiBN VRoGAIAM COMPANY: .... •. • • tolw: . ... . . • • • • . $ E"" DACE: .. . . • • • ••• •• NI011284M 09/25/2012 Structural Eastern 1783-1 10/01/2012 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 NAM 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 "143" Vinyl Fin Frame 10030 Bavaria Road or Equal Leg Frame Impact Rated Ft Myers, FL 33913 Casement Window AAMA/WDMA/CSA 101/I.S.2/A440-05 Configuration: X Glazing: IG -5/32" Annealed Glass/Laminate- 1/8" Annealed Glass/0.075" Solutia Interlayer/ 1/8" Annealed Glass Frame: W-940mm(37") H-1930mm(76") Vent: W-895mm(35.25") H-1886mm(74.25") SPECIFICATION PRODUCT RATING AAMA 506-08 Design Pressure: +70%70 psf ASTM E1886 -05/E1996-06 Wind Zone 4 -Missile Level D TAS 201/202/203-94 Large Missile Impact Rated AAMA/WDMA/CSA 101/I.S.2/A440-05 C -C70 940 x 1930 (37 x 76) Product Tested By: Report No: Expiration Date: Element Materials Technology ESP101311 P-4/ESP10311 P-5/ESP June 30.2016 1,/00 Administrator's Signature: 11 P-6/ESP10311 P-7 NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Eastern ... . . . ... .. .. . . . .. .. . . . . . .•. . . . . . .• • • :.:.: EAgidedring Evaluation Report 99 00 0 0 Report No.: 612463A • • % • • • • • • . • • • • • • • ••• .— �Bavana Ionero • • • •• . . •Ft Meyers, F13391 : :: •' " ' • • . • •. . • . . . . . •. Product Line: Series 143 Vinyl Impact Casement Window Compliance: The above mentioned product has been evaluated for requirements of the Florida Building Code. janeeMb the requirements of the Florida Department of 005 method 1(a). The product listed herein complies with Supporting Technical Documentation: 1. Approval document: drawing number 08-01779 Revision A, titled Seriesl43 Vinyl Impact Casement Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ESP101311 P-4 signed and sealed by Ramesh C. Patel, P.E Element Materials Technology, Wausau, WI AAMAM/DMA/CSA 101/I.S.2/A440-05 Design pressure: ±70.0 psf Water penetration resistance: 12.Opsf ASTM El 886-05 and ASTM El 996-06 ASTM El886/E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test.: ±70.Opsf design pressure 3. Report No.: ESP101311 P-5 signed and sealed by Ramesh C. Patel, P.E Element Materials Technology, Wausau, WI TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±70.Opsf design pressure TAS 203-94 Cyclic Pressure loading, ±70.Opsf 4. Report No.: ESP101311 P-6 signed and sealed by Ramesh C. Patel, P.E Element Materials Technology, Wausau, WI AAMANVDMA/CSA 101/I.S.2/A440-05 Design pressure: ±70.0 psf Water penetration resistance: 12.Opsf ASTM El 886-05 and ASTM El 996-06 ASTM El886/E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test.: ±70.Opsf design pressure 5. Report No.: ESP101311 P-7 signed and sealed by Ramesh C. Patel, P.E Element Materials Technology, Wausau, WI TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±70.Opsf design pressure TAS 203-94 Cyclic Pressure loading, ±70.Opsf 6. Anchor calculations, report number 512463-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±70.Opsf • Maximum unit size: 37°x 76" • Units must be glazed per ASTM El 300-04, see installation instructions for glass options. • This product rated to be used in the HVHZ.. • This product is impact resistant and does not require impact protection in wind bome debris regions.��\t • Frame material to be rigid PVC. ```NJ S R •• ; , -, �;••Ma-q ytCE�'�•�� 4:.TAT =1of .00 ��'��-`A':c� L? RIOT; •r�i��� Installation: Units must be installed in accordance with approval document, 08-01779 Revision A. Ce►tilication of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 10/08/2012 FLoxida BWIding Code Online %XW DpMnMd Bus'nes ProFessi I Regulation SM Home Log In i User RegtStraticn Hot Topics . . ... . . . ... • • " • ' " " Page 1 of 2 ... . ..... . . ti i S.lxnit Such.,. • soft a ftt. Pl4f .th. • RC Staff Krs Ske Map ! Unks Search 00 �: User • • • • • • • • • .. .. . ....... ProductjiggMyW Menu > Product or Aoolication Search > Aooiication WA > AppUcWmt Deteg FL S Application 'Type Code Version Application Status _li« =17P- Product t1 7P - Product Manufadurer Address/Phone/Ernag Authorized Signature Technical Representative Addresa/Phone/Emall Quality Assurance Representative Address/Phone/Emall Compliance Method Certification Agency Validated By FU7063 New 2010 Applied For Eastern Architectural Systems 10030 Bavaria Road Ft. Myers, FL 33913 (800) 432-2204 Ext 4314 thoord@easternmetal.con Timothy Hoard thowliftastemirnetal.ccim Timothy 1. Hoard 10030 Bavaria Road Fort Myers, FL 33913 (800) 432-2204 Ext 4314 Umard@eastemmetai.com Referenced Standard and Year (of Standard) Equivalence of Product Standards Cot ted By Product Approval Method or Ling Nattonal Accreditation & Management Institute National Accreditatim & Management Institute, suflonEd MMA -506 ASTM E1886 ASTM E 1996 TAS201 TAS202 TAS203 Method 1 Option A YAU 2011 2005 2009 1994 1994 1994 Florida. Building Code Online • • • • •; ••• • ; ; • ; • • •; ••• ; Page 2 of 2 Pa Vin Window LlmNs of Use • • •nApprovfld ; Pot• use In HVM Yes • • • I01h 78.01-Rl.ndf Approved Por use outside HVHZ: Yes O C CAC N1011878-R1.odf Impact ReslstarrC Yes O C CAC NI 1187 .Ol-Rl. f Design Pressure: +80.0%80.0 O C NI01 9-R1. f Date Validated • • • • • • • • Ratios Ittstntdlbns • • •• • • • • ••• Produtrs FL Model, Number - Hagte • • rot • • • 063.1 es 176 • • • • •2B=17163 Pa Vin Window LlmNs of Use • • •nApprovfld �71 Pot• use In HVM Yes • • • I01h 78.01-Rl.ndf Approved Por use outside HVHZ: Yes O C CAC N1011878-R1.odf Impact ReslstarrC Yes O C CAC NI 1187 .Ol-Rl. f Design Pressure: +80.0%80.0 O C NI01 9-R1. f t�tltar Cdhtmct Date • i•i i • • • • • • Ratios Ittstntdlbns • • • R -- Q%; 94.odf • • • • Vers ed : Lu s R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports EI 17063 RO AE 513043,pdf FU7063 RO AE Deceuninck PVC NOA 13-1203.02,PDF FL17063 RO AE Dupont 5GP NOA 11-0624.02.odf Created by Ind dent Third Party: Yes es Series 176 Impact Vinyl Fixed Window Limits of 11�Certification Agenry Certificate Approved for use In HVKft Yes FL17063 RO C CAC NI011880.01-Rl.pdf Approved for use outside HVM Yes FL17063 RO C CAC NIO11880-RI.pdf Lnpact Resist8tris Yes EL12063 (til C CAC NI011881,01-111.odf Design Pressure: +80.0/-80.0 FL17063 RO C CAC NI011881-R1.ndf other Assurance C ntract Expiration Data 01/31/2017 Installation Instructions FU7063 RO 1I 08-02293:. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL17063 RO AE 513042.pdf FL17063 RO AE Deceuninck PVC NOA 13-1203.02.PDF FL17063 RO AE Dumat SGP NOA 11-0624.02.pdf Created by Independent Third Party: Yes M M Contact Us :: 1940 North Monroe Sheet_ Tallahassee FL 2399 Phone: 850467-1824 The State of Florida IS an AAJEEO employe. Ceovrieht 2007-2013 State of Flodde, :: PdvM :: ACCeSsibfift Statement :: Refund Statement Under Florida low, small addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electrontc mall to this entity. Instead, confess the office by phone or by traditional mail. If you have any questions, please contact 650,467.1395, *Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licenses licensed under Chapter 455, F.S. must provide the Department with an email address V they have oma The emails provided may be used for official communtcaUon with the licensee. However email addresses are public record. 9 you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S., please dick hes.. Product Approval AcceptBr. Credrt,Ca NOTICE OF PRO MI Cr : 9TW CATION : 0 ::tl�R#F;kTICJX 4.q: • DATE: CEATIACAMNIPROVAAA COMPANY: .... .. ...CGDE: . ......... RICVMON DATE: .. . . • • • 000 Y• NI011878.01-R1 03/02/2014 Structural Eastern 1783-1 03/06/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series "176.000" Vinyl Fin Frame 10030 Bavaria Road Impact -Rated Fixed Window Ft. Myers, FL 33913 Configuration: O Glazing: IG -3/16" Heat Strengthened Glass/Laminate- 1/8" Heat Strengthened Glass/0.090" DuPont SGP Interlayer/1/8" Heat Strengthened Glass Frame: W- I 828mm(72.00") H-1600mm(63.00") DLO: W-1708mm(67.25") H-1479mm(58.25") SPECIFICATION ASTM E1886 -05/E1996-09 AAMA-506-11 TAS 201/202/203-94 Product Tested By: Report No: Expiration Date: Design Pressure: 3830 Pa (80 psf) Negative Design Pressure: 3830 Pa (80 pst) Element Materials Technology ESP011976P-1/ESP011976P-1 D January 31, 2017 Administrator's Signature: Wind Zone 4 - Missile Level D Large Missile Impact Rated NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NOTICE OF PROIIUC- T•O1I#.bi' CATION • • • .•. • • • • ••• • • • • ••• i • � i •����iIFIY`��I`i" �Q: CE1.TIfICA'1bN PROGRAM: COMPANY: .... . .. ... .. .. ..... C+QDE: RIV. ON DAVE: •• • • • • • ••• •• N1011879 -R1 03/02/2014 Structural Eastern 1783-1 03/06/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAM[Certification.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 "176.000" Vinyl Flange Frame 10030 Bavaria Road Impact -Rated Fixed Window Ft. Myers, FL 33913 Configuration: O Glazing: IG -3/16" Heat Strengthened Glass/Laminate- 1/8" Heat Strengthened Glass/0.090" DuPont SGP Interlayer/1/8" Heat Strengthened Glass Frame: W-1828mm(72.00") H-1600mm(63.00") DLO: W-1708mm(67.25") H-1479mm(58.25") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW-PG1001829 x 1600 (72 x 63) -FW AAMA/WDMA/CSA 101/I.S.2/A440-08 FW -0901829 x 1600 (72 x 63) AAMA/WDMA/CSA 101/I.S.2/A440-05 Design Pressure: 4788 Pa (100 pst) Negative Design Pressure: 4788 Pa (100 psi) Water Penetration Resistance Test Pressure: 718 Pa(15.00 psl) Product Tested By: Report No: Expiration Date: Element Materials Technology ESP011976P-1 January 31, 2017 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 L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com . . ... . . . ... .. .. . . . .. .. . ESA§inebrlhg :.:. • • ••• • ••• • Evaluation Report Report No.: 513043 Manufacturer: Eastern Architectural Systems 10030 Bavaria Rd • • • • • • • • • . ••• e • . • •• • • .. . . ... . .. Product L Series 176 PW Fixed Window 72" x 63" Impact HVHZ Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02294, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ESP01197613-1 & 3 signed and sealed by Ramesh C. Patel P.E. Element Materials Technology, Wausau, WI AAMA/WDMA/CSA 101/I.S.2/A440-05/08/11 Design pressure: t125.Opsf Water penetration resistance 15.Opsf ASTM El 886-05 and ASTM El 996-09 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, t80.Opsf design pressure 3. Report No: ESP011976P-1 D & 3D signed and sealed by Ramesh C. Patel P.E. Element Materials Technology, Wausau, WI TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +125.Opsf design pressure, water penetration resistance: t15.Opsf TAS 203-94 Cyclic Pressure loading t80.Opsf design pressure. 4. Anchor calculations, report number 513043-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t80.0psf • Maximum unit size: 72" x 63" (Flush Frame), 73'/4"x64 %4" (Flange Frame) • Units must be glazed per ASTM E1300-04, see installation instructions for glass options. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with approval document, 08-02294. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 IV * • 051 • • TAT 4F yw� ii�i'n�►SSGt�N ///ONACE Z\\ 1111WLuis R. Lomas, P.E. FL No.: 62514 04/03/2014 • • ••• • •• •• • •• ••• •• •• • • • • • • • • • • • • • • • ••• • • • • ••• M IAM M E , • , , • • „ • • e .: : AHA11I I DADS COUNTY 0 ; • , ; ° . ' ; ; .:PRODUCT CONTROL SECTION • • • • • • 0:0 • • • 000 i 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECON0141IIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NO!g• •• ' •' • • • • . • . www.mlamldade.eovleconomv Deceuninck North America, LLC. • • • 351 North Garver Road Monroe, OR 45050 - SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: The approved White Rigid produced by Extruders Licensees in "AAMA extrusions shall meet ASTM D 4726, classiEc 1-40131-13 and the following properties. Akterior Extrusions for Windows and Doors are to be ication Programs for rigid PVC Extrusions". The (ASTM D 4216) 1-10154-33-0000, 1-20131-137QGW Description Test Properties Rate of Burning ASTM D-635 Class C1 Self Ignition temperature ASTM D-1929 925°F > 650 Average Smoke Density Rating ASTM D-2843 43% < 75 Flame Spread index ASTM E-84 26.2 < 75 Tensile Strength (Difference: *Exposed & Unexposed) ASTM D-638 4.98% < 10 *Exposed per Section 2605.2 of The Florida Building Code. MISSILE IMPACT RATING: None This NOA renews NOA # 09-0429.04 and consists of pages 1 and 2, as well as evidence page E-1. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 13-1203.02 b € Expiration Date: February 19, 2019 1MIAN1t ca t �� - Approval Date: February 20, 2014 Page 1 351 North Garver Road Monroe, OH 45050 LIMITATION: This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control; showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C., in order to issue a specific product approval for the system. LABELING: Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label, the extruder name, city, state and "MDCA'. In addition, (a) each Certified Extrusion shall be labeled every 4 R or less on the underside with the Extruder Code and "MDCA" or (b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and "MDCA". 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. Misusd 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. 1f 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. APPROVE NOA No: 13-1203.02 Expiration Date: February 19, 2019 Approval Date: February 20, 2014 Page 2 %. .. •.. . . . ... . % • . . . . . %: . . . • • ••• • • • • ••• MIAMFDADE.. o . . . • • . •. ... . .. . • • •• • • • MIAMI -RADE CQUNTX •PRODUCT CONTROL SECTION :o. • ..• . ... • • • ' DEPART&IENT OF REGULATORY AND ECONOhIIC •' .:. 0.- • ; • RESOURCES (RER) ; 11805 SW 26 Street; Room 208 Miami, Florida 33175-2474 BOARD AND CODE ADI4IINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N"A ' 0' " ' 'o a www julamidade.govteconomy o o Deceuninck North America, LLC. .. . . . • • . . .... .. 351 North Garver Road Monroe, OH 45050 LIMITATION: This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control; showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C., in order to issue a specific product approval for the system. LABELING: Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label, the extruder name, city, state and "MDCA'. In addition, (a) each Certified Extrusion shall be labeled every 4 R or less on the underside with the Extruder Code and "MDCA" or (b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and "MDCA". 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. Misusd 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. 1f 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. APPROVE NOA No: 13-1203.02 Expiration Date: February 19, 2019 Approval Date: February 20, 2014 Page 2 000 •• . 0 0: • • . . .. • . • . . • . NOTICE OF ACC4�T-ANCE •LVID +`Nt%PAGE A. DRAWINGS • • • • • • • • • . .......:.. . 1. None. .. .. . ....... B. TESTS "Submitted wider AAMA Master File # 98-0036" I. Test report on Rate of Burning, Ignition Temperature, Density of Smoke, Surface Burning Characteristics, Accelerated Weathering and Tensile Properties Test of "PVC Extrusions from 5 different manufacturez" selected by AAMA!', prepared by ETC Laboratories, report # ETC 97-264-40910, dated 04/21/1998, signed and sealed by J. L. Doldan, P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MAT MAL CERTIFICATION "Submitted under AAMA Master File # 121037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program (AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles (AAMA 303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted wider AAMA Master File # 121037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed by Lucas A. Turner, P.E. 2. Standards' equivalency report issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed by Lucas A. Turner, P.E. 3. No financial interest issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed. by Lucas A. Turner, P.E. G. OTHERS 1. Association release letter issued by American Architectural Manufacturers Association, dated 02/13/2014 and signed by Richard Rinka. 2. Manufacturer acknowledgement letter issued by Deceuninck North America, LLC, dated 02/12/2014 and signed by Dennis D. Cox. Carlos M. Utrers, P.E. Product Control Examiner NOA No 13-1203.02 Expiration Date: February 19, 2019 Approval Date: February 20, 2014 E-1 .... . .00 % .. . :0: . . ....... .... Deceuninck North America. LLC. 000 •• . 0 0: • • . . .. • . • . . • . NOTICE OF ACC4�T-ANCE •LVID +`Nt%PAGE A. DRAWINGS • • • • • • • • • . .......:.. . 1. None. .. .. . ....... B. TESTS "Submitted wider AAMA Master File # 98-0036" I. Test report on Rate of Burning, Ignition Temperature, Density of Smoke, Surface Burning Characteristics, Accelerated Weathering and Tensile Properties Test of "PVC Extrusions from 5 different manufacturez" selected by AAMA!', prepared by ETC Laboratories, report # ETC 97-264-40910, dated 04/21/1998, signed and sealed by J. L. Doldan, P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MAT MAL CERTIFICATION "Submitted under AAMA Master File # 121037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program (AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles (AAMA 303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted wider AAMA Master File # 121037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed by Lucas A. Turner, P.E. 2. Standards' equivalency report issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed by Lucas A. Turner, P.E. 3. No financial interest issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed. by Lucas A. Turner, P.E. G. OTHERS 1. Association release letter issued by American Architectural Manufacturers Association, dated 02/13/2014 and signed by Richard Rinka. 2. Manufacturer acknowledgement letter issued by Deceuninck North America, LLC, dated 02/12/2014 and signed by Dennis D. Cox. Carlos M. Utrers, P.E. Product Control Examiner NOA No 13-1203.02 Expiration Date: February 19, 2019 Approval Date: February 20, 2014 E-1 . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • MIA]MAn%le • ••• • • • • ••• ® MIAMI-DADE COUNTY ... • PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPL"C$ IMPA'ITNjENT,($NC)•: : 11905 SW 26 Streit, Room 208 BOARD AND CODE ADMINISSTRATION DIVISI01'1 ; ; ; . ; ; "; Miami, Florida 33175-2474 • ' • • • 000 • • ' T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amidade.go4nlldina .... . •• ... . ....... . . E.I. DuPont De Nemours & Co., Inc. � DuPont P&IP Chestnut Run Plaza, 712/161; P.O'Bbx 807.22 • • • • " Wilmington, DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or LU Emet4hewpirements of the applicable building code. This product is app described herein, and has igned to comply with the Florida Building Code, includin a High Velocity Hurricane Zone. DE ON: DuPont SentryGlas@ Interlayer AP OVAL DOCUMENT: Drawing No. 10-0413.04, Titled "DuPont SentryGlas® Interlayer", sheet 1 of 11 ed 04/13/11, prepared by E.I. DuPont De Nemours & Co., Inc., signed and seated by Allan A. Kozich, P.E., ing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expira y e . iami-Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA - SentryGlaW, standing for "Miami -Dade County Approved — SentryGlasW, and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentryGlas® interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews NOA # 10-0413.04 and consists of this page, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 11-0624.02 Nui4MFt eCOUKnr Expiration Date. January 14, 2017 • • •. Approval Date: August 25, 2011 Page 1 . ... . E.I. DuPont De Nemours & Co.. Inc. . .. . . ... . . .. . . . • • • . . ... .. .. . . . . . • • • NOTICE OF ACt%"WC9j 96177.02-106-18 ASTM D 63 5 02/22/10 •LYINE?kE PAGE . . ... . ... . A. DRAWING 1. Drawing No. 10-0413.04, titled VVA. j JeVj4a Intgrlayer", sheet 1 of 1, dated 04/13/11, prepared by E.I. DuPont De Nemo0rS8C C3).lI4!.,stned a4d sealed by Allan A. Kozich, P.E. •• • • • • • ••• •• B. TEST REPORTS F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc., dated 02/22/10, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 10-0413.0411 3. Approved listing of SentryGlas® Plus laminators dated November 30, 2005, signed by Jeffrey D. Granata "Submitted under NOA # 06-1205.10" Carlos M. Utrera, P.E. Product Control Examiner NOA No 11-0624.02 Expiration Date: January 14, 2017 Approval Date: August 25, 2011 E-1 Laboratory Report Test Date Sisnatare 1. 96177.02-106-18 ASTM D 63 5 02/22/10 Joseph A. Reed, P.E. 2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A. Reed, P.E. " 3. 96177.02-106=I8' ASTM D22843' 02/22/10 Joseph A'Reeds' P.E. Submitted under NOA # 10-0413.04 " 1. 3136116SAT-001 ASTM D 635 10/25/07 Chris Bowness, P.E. 2. 3111755SAT-002 ASTM D1929 01/02/07 Chris Bowness, P.E. 3. 3111755SAT-001 ASTM E 84 12/19/06 Chris Bowness, P.E. 4. PR106246 ASTM G 26 06/26/07 Due T. Nguyen, P.E. 5. PR106246 ASTM D 790 06/26/07 Due T. Nguyen, P.E. "Submitted under NOA # 07-1116.04" " C. CALCULATIONS, 1. None D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE A. Miami -Dade Building and Neighborhood Compliance Department (BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc., dated 02/22/10, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 10-0413.0411 3. Approved listing of SentryGlas® Plus laminators dated November 30, 2005, signed by Jeffrey D. Granata "Submitted under NOA # 06-1205.10" Carlos M. Utrera, P.E. Product Control Examiner NOA No 11-0624.02 Expiration Date: January 14, 2017 Approval Date: August 25, 2011 E-1 DUPONT SENTRYOLik$(MiNIrML:AYERsees A B C SECTIO •Duca l* &c lad' 0 MANUFACTURED AY: 1i, 13 P NT DE NEMONZ & CO., INC. DESCRIPTION: A PkAS•rt INTAROWER WAPTEMAL WHICH IS FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS, ATYPICAL GLAZING +JWP els. 4.19 F;QLLO,WING COMPONENTS: (MINIMUM THICKNESS tNQI§AyQD:fj4TIPLF„PLIES OF INTERLAYER TO BE USED AS NEC-196SAR1). • • • • • • A - 118"(3.0 mm) Annealed Glass B - 0.030" 0.76 mm DuPont SenjaGlas@ Interlayer C - 1/8" (3A mm) Annealed Glass MATERIAL CHARACTERISTICS SentryGlas® Interlayer Designation Test Properties Flame Spread Index ASTM E84 35 Smoke Developed Index ASTM E84 250 Flash Ignition Temperature [11 ASTM D1929 788 F Flash Ignition Temperature 121 ASTM D1929 752 F Self Ignition Temperature 1 ASTM D1929 806 F Self Ignition Temperature [21 ASTM D1929 770 F Average Extent of Burning 1 ASTM D635 0 cm/min.' Class C1 Averagee Extent of Burning 2 ASTM D635 0 cm/min.; Class CCI Average Modulus of Rupture JASTM D790 Weethering* "WEATHERING PER SECTION 2612.2 OF THE FLORIDA BUILDING CODE Before After 6,06 psi 5.366 Dsi NOTES; [1] 30 mil (0.76mm) thickness DuPont SentryGlas® interlayer Sample [2] 180 mil (3.3mm) thickness DuPont SentryGlasO Interlayer Sample [3] DuPont SentryGlasO Interlayer by Itself Does Not Comply With the Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont SentrvGlas® Interlaver E.I. duPont de Nemours & Co., Inc. DuPont P&IP - GLS Chestnut Run Plaza Bldg 712/161 P. O. Box 80712 3 Wil ngton DE 19880-0712 Phone: 302-999-2125 2JY Dwg. 10-0413.04 rev 1. Sheet 1af 1 Drawing Date: 04/13/11 Z 2Q11 Allan A. Kozich, PE Registration # 16864 • • ••• • • • • ••• MMIAMI-DADE COUNTY =8 • • • PRODUCT CONTROL SECTION DEPARTMENT OF PERmmi NG, ENVIRONroE:4r..kN]2 9CGULAOfGRY. • 11805 SW 26 Street, Room 208 AFFAIRS (PERA) ; ; ; ; ; . : : • Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION • •' ' "' ' T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE -(N w w w.miam dade.aox/geraI Liawson Industries, Inc. . • • ::.' .:'.:" • • • 8501 NW 90 Street • • • • • • Medley, FL 33166 • .. .. . . ...... SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by e o duct Control Section tha requirements of a applicable building PPOWkt is approved as described herein, and has with the Florida Bui ' g e, including the High Velocity Hurricane Zone. ESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — ROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Shee throw of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, sl sealed by as P.E., bearing the MiWi-Dade County Product Control p with the Notice of Acceptance num n r uct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and 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 it revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-0610.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.07 Expiration Date: May 30,20-17 Approval Date: March 29, 2012 �{ Page 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • Lawson Industries, Inc. ' • • ••• • • • • ••• NOTICE OF ACCEPTANCE . I•♦VIDENM SUBMITTED .... . . . . . .. A. DRAWINGS 1. Manufacturer's die drawings gadswtipns.. ... •. 2. Drawing No. LAW -ML -1081,• t E;l rigm "idle Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with rey;ijn,A•d11tdJ 1)=$/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM ES, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.06) lvzl,fok�-11 I ua Manuel.Perez : . -L-Product Control Exa er NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-1 . ... . . . ... % , „ .. . . . . . . . . . . Lawson Industfles3 Inc. • NOTICE OF ACCEPTANCE: _ E-VIDENZE.SUBMITTED . . ... . ... . B. TESTS (CONTINUED) 6. Test report on: 1) Uniform StWc•A jr P�resvvre leA Loading per FBC, TAS 20294 along with marked -up drawfts W iirsialiattop diagrgm of an aluminum sliding glass door, prepared by Hurricane • 'tn4re � �'�9i• • • �gixrg,,,Phc., Test Report No. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complics with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion wt and w/o Steel Reinforcement — L.M.I., approved on 10/06/10 and expiring on 05/30/12. Manuel P^P.E. Product Control SuMner NOA No. 12-0127.07 Expiration Date: May 30; 2017 Approval Date: March 29, 2012 E-2 Florida Building Code Online -t e Fb6da DpMMt,1 Bus'nes " Pro essi al Regulation �I�Ill�lll��lrr�l�ld>s:l� hqs://www.floridabuilcUng.orWpr/pr_app_4tl.wpx?]parm=wGEV.. . . ... . . • ••• •• •• • • • •• •• • BCS Home I Log N 1 User Regtstratbn Hot Topics Submit Surcharge i Stats & Facts 0 P4b9 JDr� • FBC i" 1 %S bike Mo ( rig ! Search . . ••• . ••• . Product Approval USER: Pubk User Product Aooroval Menu > Product or Aoo&catlon Search > Aoo&:atbn List > AppOWt'bn Deted .. . . . •• ... .. •• • • • • • ••• •• FL # FL15210-R3 Application Type Editorial Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 962-R773 Ext 16 oconne p amp . Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method om a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FLIS210 R3 COI Certificate Of Independence odf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 Year 1996 1999 1998 2003 2004 1 of 4 6/10/2014 6:32 PM Florida Building Cade Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa' nF Prnductm https://www.floridabuilding.org/pr/pr__app_4tl.aspx?param=wGEV. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Fiberglass Door Limits of Use Installation Instructions ASTM E84 FL15210 R3 II INST 15210.1.p_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 • Created by Independent Third Party: Yes Design Pressure: N/A •:905 ASTM G26 FLIS210 R3 AE EVAL 15210.1.3df additional use limitations, installation instructions and 1995 G 155 2005 TAS 201, 202, 203 "� b. Smooth/Wood Grain/White Wood 1194 •' • •" • Grain/Rustic/Mahogany Series O • • • •• • • • • • • • • • • • • • • ••• Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports • • ••• • ••• • Florida Licensed Professional Engineer or Architect FL15210 R3 Eauiv of STANDARDS.odf •• • • • •• ••• •• Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210 3 pdf • ••• • • • • •• • Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210 3 i)d additional use limitations, Installation instructions and Created by Independent Third Party: Yes product 6'8 "Impact" Glazed Fiberglass Single Doo •• • • • • • ••• •• Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 2 of 4 6/10/2014 6:32 PM FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.1.p_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.1.3df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.2.1)df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. c. o0 o0 0o Grain/Rustic/Mahogany Series O aque ou e r ou Sidelites - Inswing/Outswing ()X; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210 3 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210 3 i)d additional use limitations, Installation instructions and Created by Independent Third Party: Yes product 6'8 "Impact" Glazed Fiberglass Single Doo 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210 4 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports 2 of 4 6/10/2014 6:32 PM Florida Building Code Online r https://www.floridabuilding.org/pr/pr_app_4tl.aspx?param—wGEV.. . • ... . . • ••• •• •• • . . •• .• • Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R! AE EVAL0262l0.4.otlf • • • • additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Imp:-ct;Gla7ed Fiberglass Sift IeOoorwiti*SiAelite or Grain/Rustic/Mahogany Series O Sidelites: I g:Qutswidg (CSC ct XO; olo -• •; Fiberglass Door Configurations) • 000 • • • • • Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 JI IN5T15210,5.pdf • • • • • Approved for use outside HVHZ: Yes Verified By:•Lyndoii Sshnaidtj PAE. 63409 • Impact Resistant: Yes Created by irltlgp(tigCnt fhCd eqt�f: 2& • • Design Pressure: N/A Evaluation Reports • • • • • • • Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R3 *AE LVAt 152101j) • • • • • additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double Door with or without Grain/Pustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Umits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II INST 15210.6.pddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II Inst 15210.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FLIS210 R3 AE Eval 15210.7.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II Inst 15210.8_.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.8.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.9 1. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without ra In" u c/ aoganyySerfles a es - u ng - o' gura ns ". Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II Inst 15210.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.9.pdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.10 J. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Conflguration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.10.pddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 3 of 4 6/10/2014 6:32 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEV.. . . 0:0 •• • . . ••• .. .. . . ..... . . . . . ..... . Other: See INST 15210.10 for Design Pressure Ratings, any FL15210 R,'# -AE PVF11.•162l0.!(l.ddf • • • • additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact":Opaque Eiber#elass SinglesDooev with Sidelite or Grain/Rustic/Mahogany Series O Sidelites :Oltstinj (OX o1,XO;•0)M - Contgur&%s) Fiberglass Door • • • • • • • • • • Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INg 15210 -11 -ad• • • • • Approved for use outside HVHZ: Yes Verified By: Lyi do i F•SehmidtrP.iB. 413409 • Impact Resistant: Yes Created by InVgp480it:hitd : I& •. Design Pressure: N/A Evaluation Reporiis • • • • • • • Other. See INST 15210.11 for Design Pressure Ratings, any FL15210 Rat AE 0W 15210. ig.Ddf • • • • • additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.12 1. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Outswing ()X; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 II INST 15210.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.12.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts - Outswing (X - Configuration) Series O Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.13.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R3 AE EVAL iS210.13.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel - Outswing (XX - Conflguration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210 14df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: ftmcv Statement :: Accessb R.v Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mad address released:n response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 9they have one. The emadLs provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine r you are a licensee under Chapter 455, F.S., please click pals_. Product Approval Accepts: Credit5FE 4 of 4 6/10/2014 6:32 PM • • ••• • • • ••• RW R W Building Consultant$: -r4c.; B Consulting and Engineering Services for the Buildwg indistWo • : : : : • o • C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of AuthoriVtion No.ip813 • • • • • • • • •• • • • • • • • Product Sub Category Manufacturer • • • '• • " •' •. :.: =rgdVaQtle •°. Category 1. Test Report No. Test Standard Testing Laboratory Plastpro, Inc. �{gdotQ I �lobd Grin tVV�ika Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door ASTM G 26-95 Phone 440.969.9773 Inswing/Outswing -"Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 d of the State of Florida Product Approval, Department of Business & Professional Regulation. Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company 1irin or ggiWbuflng the product or in any o e product named herein. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). as shown on details. Anchor material shall be beyond wall dressing or stucco. 3. When used to the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 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 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.4 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration _ requirements for the "HVHZ" and must be Installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.4 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Sianed by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC -05-255-16776.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC -06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC -07-209-19303.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ETC Laboratories Ben Meunier 09-0127.13 Saflex Interlayer by Solutia 3. Drawing No. Prepared by No. FL -15210.4 RW Building Consultants, Inc. (CA #9813) Signed & Sealed by Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Slaved & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/17/2012 PF 1596 Sheet 1 of 1 t •• • •• • • ••• • • • • • • • • • • •• • • •• • • ••• • • NIAM + MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 1tEASp%RCES (REI+ • • : • ; ; 11805 Sw 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION . • . • • . • • . . ami, Florida 33175-2474 Mi • • • . . • • • • ' • • •.. T (7¢6) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) • .:. .' .:. .miamidadmoy/economy Crimsafe North America LLC P. O. Box 244000 00 • . Eaton Park, Florida 33840-2440 . ......... ' ' ' ' ' . ' .. .. . ....... SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ten. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AH3 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined Miami -Dade County Product Control Section that this product or material fails to e. This prod s approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone ofiffe Florida Building Code. Hinged Aluminum Framed with Stainless Steel Screen Door POVALDOCUMENT: Drawing# MD -301 -STD, titled "Hinged Door Hurr" Screen", prepared by North America LLC, dated September 24, 2010, sheets 1 through , signed and sealed by Robert L. Clark, P. on June 08, 2012, bearing the Miami -Dade County ntrol Revision stamp with the Notice of Acceptance ber and the expiration date b e unty Product Control Section. MISSILE IMP. and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Lakeland, Florida 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 anufacturer or its distrib , and shall be available for inspection at the job site at the request of the g Official. This NOA revises NOA # 10-0706.05 and consists of this page 1, 'dente submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. , P.E., M.S. �1410111_'/f' NOA No. 12-0622.03 . , Expiration Date: 10/20/2015 Approval Date: 09/27/2012 Page 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . Comsafe North America LLC ... NOTICE OF ACCEPTAN ,, !:01 *E E S 71E TTED . . . . . . . 0 0: @00 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0706.05 A. DRAWINGS 00 0 6 0 00 000 00 I. Drawing titled "Hinged Door Plw7*Ag &*Jn :,. prepared by Crimsafe North America LLC, dated September 21,, HCl 6., sl{ee t tX qugji8 of 8, signed and sealed by Robert L. Clary P. K, on October 17, 2010. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of a Hinged Aluminum framed with stainless steel mesh screen Door, prepared by Architectural Testing, Report No. 98889.01-401-18, dated May 06, 2010, signed and sealed by Joseph A. Reed P. E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of a Hinged Aluminum framed with stainless steel mesh screen Door, prepared by Architectural Testing Report No. 98889.03-401-18, dated August 09, 2010, signed and sealed by Joseph A. Reed P. E. C. CALCULATIONS 1. Calculation prepared by Robert L. Clark P. E, dated June 29, 2010, 4 pages, signed and sealed by Robert L. Clary P.E D. QUALITY ASSURANCE 1. By iLliami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter prepared by Robert L. Clary P.E, dated June 29, 2010, signed & sealed by Robert L. Clary P.E., stating that he has no financial involvement with architectural Testing Lab and the product meets the requirements of the 2007 Florida building Code with the 2009 revision. 2. NEW EVIDENCE SUBNHTTED A. DRAWINGS 1. Drawing # MD -301 -STD, titled "Hinged Door Hurricane Screen". prepared by Crimsafe North America LLC, dated September 24, 2010, sheets I through 8 of 8, signed and sealed by Robert L. Clark P. E., on June 08, 2012. B. TESTS 1. None. 4. ak y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0622.03 Expiration Date: MUCKS Approval Date: 09/2/2012 E-1 .. .. . 0 . .. .. . . . . . . . . . . . Crimsafe North America LLC NOTICE OF ACCEPTANC `t�0 OEVAEN-X 8 fBAa-rED .... . . . ... . . ... . ... . C. CALCULATIONS 1. None. .. . . . •• •.• •• • . ... . . • • • . • • • • E. QUALITY ASSURANCE • • :0. • • • • 1. By Miami -Dade County Department of regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter prepared by Robert L. Clark P. E, dated June 08, 2012, signed & sealed by Robert L. Clary P.E., stating that the product meets the requirements of the 2010 Florida building Code. i�- - 14. Aefmj A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0622.03 Expiration Date: 10/20/2015 Approval Date: 09/27!2012 E-2 6M rT �1 Krr)t +/---1v PV V ONYL CA 4W61- �����-� �I e�cass DIOF-16LAWP -,r- 4�i +� 10 V -,,C VIlft Floe WINDW Yit 4L, cAsegsrT Tacit 6G71,I i-o'c# no&4,1 "�1 ta�ttreNs I✓oR [Z=-0�1?,oi '*1-- go b� 'G foZ -# 39 S ii�rxbZ tur t�i�1+? roce M vtl Iotas A(C*,P- I L-t't27 X07 w/ H d69i w S l -To4pA" C -4416P 4406e"ASS twos R�C $I;�LPd,`F -0- 75- ?sF 3 P) --- LIvItlit MA � /AW +j -&q 7psr /YI2- .,05 COMAW .N5e-W* lqueWCAMUC 1ph,rif OX a * 3q. zy_ St7'.g3 %/t1J 4 L cA S"COT _ vJ i tJ po --7_tx�a �/rWKL W IrvpcWs �gCd t7dto3,1 .... . ...... . N©1{ 12-0(,z2P3 ---2 cral- �FiSQ-Qutss _ _ GCA? -ED ;PMpPkr"T ......... �r t52-tD,� . MULL-Uok S NDA 12 - X1127 ro? ...... .... ..... . . . ... .... . .. ... .. .. . . . ..... . Vls( - C45C- &47 Wtdau% 3/74 F'7Gt I�1 s ( ( +- ?o-P5r- 3 'Z 6M rT �1 Krr)t +/---1v PV V ONYL CA 4W61- �����-� �I e�cass DIOF-16LAWP -,r- 4�i +� 10 V -,,C VIlft Floe WINDW Yit 4L, cAsegsrT Tacit 6G71,I i-o'c# no&4,1 "�1 ta�ttreNs I✓oR [Z=-0�1?,oi '*1-- go b� 'G foZ -# 39 S ii�rxbZ tur t�i�1+? roce M vtl Iotas A(C*,P- I L-t't27 X07 w/ H d69i w S l -To4pA" C -4416P 4406e"ASS twos R�C $I;�LPd,`F -0- 75- ?sF 3 P) --- LIvItlit MA � /AW +j -&q 7psr /YI2- .,05 COMAW .N5e-W* lqueWCAMUC 1ph,rif OX a * 3q. zy_ St7'.g3 %/t1J 4 L cA S"COT _ vJ i tJ po --7_tx�a �/rWKL W IrvpcWs �gCd t7dto3,1 C'2rM skf Nu¢erCNlX 'Sci OWL7 N©1{ 12-0(,z2P3 ---2 cral- �FiSQ-Qutss _ _ GCA? -ED ;PMpPkr"T -D �r t52-tD,� l � ( MULL-Uok S NDA 12 - X1127 ro? /4 W -tl -?0 VsjC VlWVL CASEM9VT ev 4;,&O"c ohAEo WN*AWO fec At I-roo's, I Wj-80 raF ed Af*A /2-01J7,07 T Kerea-- �-r`r x 38 soyaho �3ly�ytiC LZ JUN 1_8014BY Miami Shores Visage APPROVED F:;BL DATE 70NING DEPT 4 BLDG DEPT 41—FTT O C- M FC STATE AND COUNTY RULES AND REGULATIONS t�xja P5,11/r 1 " � �".' •� -.-. �.._ . -/-/- 7o PSS — ---- -r--- 3�xCal f I M. V►uyl� c "x!r v1�l8. C145i1 y I FSCit'"If,f 01 -tl-70 PSF Peri Nu l [ i�el S W L THREt � M�I� ES -t NOW%* 12 -fgo,t -.5 FM -r*14 oi CASE � .• .. • . . •. .. . • • ••• • • • • ••• • • •• • • • • • • • 1. THE PRODLI(Of &obWN•H£REIN IS94ESIG; JED AND MANUFACTURED=HVHZ. WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE 2. WOOD FRAMINCa kWD.•OPEN WG TO NED AND AN ROPERLY TRANSFER ALC.LOA&:Ta MLbTUPE. FRAMING AND MASONRY OPENING IS THE BILIN :O' H�14F!C;ITCiT �QR ENGINEER OF 1X BUCK OVER MASON IS PTIONAL. WHERE 1X BUCK IS NOT USE DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER F ^-000 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC.' 0001 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AID_ INSTALLATION DETAILS. 1 NRY CONCRETE USE 16 APCONWITH SUFFICIENT LENGTH TO ACHIEV H 2 1/2" MINIMUM EDGE DISTANCE. LO LEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION 1 1 1 NOTES 2 1 ELEVATIONS 3 — 5 1 INSTALLATION DETAILS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED IMPACT RATING 10/05/12 R.L. EASTERN ARCHITECTURAL SYSTEMS 10030 BAVARIA ROAD FT MEYERS, FL 33913 SERIES 143 VINYL IMPACT CASEMENT WINDOW 37" X 76" NOTES DRAWN: DWG NO. REV A.P. 08-01779 1 A SCALE NTS DATE 09/14/12 1 SHEET 1 OF 5 SIGNED: 10/05/2012 11 •1 1.Lf0 f 0 A. TAT OFSo acv: ;j�/, 70NA;���1���� • •�DVQ EQISTAV(Z. WOOD FRAMING OR 2X BUCK BY OTHERS APPR SEA #8 APP SE WOOD FRAMING OR 2X BUCK BY OTHERS NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR APPROVED SEALANT M ETP STRUCTUR BY OTHER 1/4" MAX. SHIM SPACE #8 SMS OR SELF DRILLING SCREW INTERIOR S SMS OR :LF DRILLING ;REW /4" MAX. IM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED IMPACT RATING 10/05/12 1 /4" MAX. SHIM SPACE INTERIOR #8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 1/4" MIN, EMBEDMENT i 1/2" MIN. EDGE DISTANCE #8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/4- MAX. SHIM SPACE EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION EASTERN ARCHITECTURAL SYSTEMS 10030 BAVARIA ROAD FT MEYERS, FL 33913 SERIES 143 VINYL IMPACT CASEMENT WINDOW 37" X 76" INSTALLATION DETAILS DRAWN: DWG NO. A.P. 08-01779 SCALE NTS DATE 09/14/12 SHEET OF 5 4 -.TAT 0 7 •, REV ;00 ;0.l� A / F70 l?Aj.`� tlttl u CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUC TO BE PROPE SEC D SEE NOTE 3 S 1 APPROVED SEALANT EXTERIOR APPROVED SEALANT TIONAL 1X BUCK 0 BE PROPERLY SECURED SEETE 3 SHEET 1 CONCR E/MASONRY Y OTHERS 3/16" TAPCON INTERIOR 3/16" TAPCON 1/4" MIN. LBEDMENT 1/4" MAX. SHIM SPACE ea d a e d a. a dO 1 1/4" MIN. d.a E. < a d d d' ' MBEDMENT A a 2 1 ANCE VERTICAL CTION CON S INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED IMPACT RATING 10/05/12 1 R.L. 1 1/4" MIN. 1 EMBEDMENT CONCRETE/MASONRY BY OTHERS D.,s 0 OPTIONAL 1X BUCK 1/4" MAX. TO BE PROPERLY o SHIM SPACE SECUR D SEE NOTE 3 SHE 1 a 3/16" T CON . INTERIOR v v D D v a. v D.v 2 1/2" a MIN. D EDGE a DISTANCE D 0 EXTERIOR a APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTE. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. EASTERN ARCHITECTURAL SYSTEMS 10030 BAVARIA ROAD FT MEYERS, FL 33913 SERIES 143 VINYL IMPACT CASEMENT WINDOW 37" X 76" INSTALLATION DETAILS DRAWN: DWG NO. A.P. 08-01779 SCALE NTS DATE 09/14/12 1 SHEET OF 5 2„ MIN. • s • . E; D VA •'40 •de i° •ia i a a °v n • •�• •% •d d :. . . ... .• of j • 1/4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR 3/16" TAPCON 1/4" MIN. LBEDMENT 1/4" MAX. SHIM SPACE ea d a e d a. a dO 1 1/4" MIN. d.a E. < a d d d' ' MBEDMENT A a 2 1 ANCE VERTICAL CTION CON S INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED IMPACT RATING 10/05/12 1 R.L. 1 1/4" MIN. 1 EMBEDMENT CONCRETE/MASONRY BY OTHERS D.,s 0 OPTIONAL 1X BUCK 1/4" MAX. TO BE PROPERLY o SHIM SPACE SECUR D SEE NOTE 3 SHE 1 a 3/16" T CON . INTERIOR v v D D v a. v D.v 2 1/2" a MIN. D EDGE a DISTANCE D 0 EXTERIOR a APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTE. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. EASTERN ARCHITECTURAL SYSTEMS 10030 BAVARIA ROAD FT MEYERS, FL 33913 SERIES 143 VINYL IMPACT CASEMENT WINDOW 37" X 76" INSTALLATION DETAILS DRAWN: DWG NO. A.P. 08-01779 SCALE NTS DATE 09/14/12 1 SHEET OF 5 #8 WOOD SCREW 7/16" MIN EDGE DISTANCE i-%i-rrr'% l'e% rf 7/16" MIN EDGE DISTANCE #8 WOOD SCREW • e •1 : /�•:MiN•' QjpEpI:EjT : .:• WOOD FRAMING • •• • :3Y OTHERS ' • : : ":I /4" MAX. "' SHIM SPACE • e • • • • • • e • • e • • . • *00 00 GVIDCUIYIC.IV 1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT REVISIONS REV I DESCRIPTION DATE APPROVED A I REVISED IMPACT RATING 10/05/12 1 R.L. #8 WOOD ---- SCREW L 7/16" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. EASTERN ARCHITECTURAL SYSTEMS 10030 BAVARIA ROAD FT MEYERS, FE 33913 SERIES 143 VINYL IMPACT CASEMENT WINDOW 37" X 76" INSTALLATION DETAILS, DRAWN: I DWG NO. A. P. SCALE NTS 08-01779 DATE 09/14/12 ISHEET5 OF 5 .•tf / 0 • TILT OF REV AAb`����\� •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• NOTES: • •. • • • • • 1. THE PRODUCT SHAW 4511EIN �111111 loI*?4WFA,G;WR69wmTQ-cOMPLY WITH REQUIREMENTS OF THE FLORI A BUILDING f -ODE INCLUDING THE_HV 2. WOOD FRAMING AND MaO.NgY OPFNINC&.JO W DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS•TO:=CSUVE; LWING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE WdtiltEtT:bR :ENGIN:ER 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. HERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS I REV I DESCRIPTION I DATE I APPROVED 15. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE of6. NCHORSAS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. OR ANCHORING FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT ENGTH TO ACHIEVE A 1 1/4 MINIMUM EMBE MEKT7NTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND IN97-=Mn DETAILS. f1F R ANCHORING FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS ITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF •G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM I TABLE OF CONTENTS 1 I SHEET NO. I DESCRIPTION 1 1 NOTES 2 ELEVATIONS AND GLAZING DETAIL 3 - 7 1 INSTALLATION DETAILS SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" NOTES DRAWN: DWG NO. J.L. 1 08-02294 ScALE NTS DATE 02/23/14 1SHEET 1 OF 7 SIGNED: 02/25/2014 bqz `\`�`� • • • • r �7 ��/ l 'v• 4 -.TAT 0 OF JREV!�a';p*- ESO I�Q:•2 \�'~ zi�f ZONAL������ 111111j EASTERN ARCHnwnRAL SYSTEMS astern ALYMkwYM p.wo vlwYk� _. �wawnar W�w�eowo w,re aroewm 1�BAVARIAROAD FORTMYE_RS.FLORIDA33913 SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" NOTES DRAWN: DWG NO. J.L. 1 08-02294 ScALE NTS DATE 02/23/14 1SHEET 1 OF 7 SIGNED: 02/25/2014 bqz `\`�`� • • • • r �7 ��/ l 'v• 4 -.TAT 0 OF JREV!�a';p*- ESO I�Q:•2 \�'~ zi�f ZONAL������ 111111j 6" MAX 64 1/4" AX FLANGE FRAME HEIGHT • • • • • • • • • • • • REVISIONS • • • • • • • • • • • • • • • • • • REV DESCRIPTION DATE APPROVED 6" MAX IMPACT RATING t80.OPSF LARGE AND SMALL 9 see • MISSILE I - 3/16" HS INTERIOR 9 1/2" MAX O.C. SPACER SYSTEM 3>, 4X )SH 1ME DHT 552 6" MAX SERIES 176 PW FIXED WINDOW FRAME INSTALLATION EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t80.OPSF LARGE AND SMALL .090 MISSILE I 3/16" HS EXTERIOR GLAZING BEAD 1/2" BITE 1" 3/16" HS .090 SENTRYGLAS BY UPONT - 3/16" HS INTERIOR QUANEX DURASEAL SPACER SYSTEM SI KAFLEX 552 SETTING BLOCK -/ GLAZING DETAIL S 2" MAX SERIES 176 PW FIXED WINDOW FIN INSTALLATION EXTERIOR VIEW EASTERN ARCHITECTURAL SYSTEAS EaSternA DIVISION OF EASTERN METAL SYPPLY �a�.uwffrouaa APO VfroYt. 10030 BAVARIA ROAD ., � ,MwwQT wwaowa ww,a aoaas FORT M4 FLORIDA 33913 SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" ELEVATIONS AND GLAZING DETAIL DRAWN: DWG NO. J.L. 08-02294 SCALE NTS DATE 02/23/14 1SHEET2 OF 7 tL,C3 f jrri E IV •0 .*� '� , TAXT OF .� REV ;'���cS':��tiRt�:1�,`�`\ app QIS;TANQE.;. WOOD FRAMING OR 2X BUCK • • • • • •• • BY OTHERS • 1 6„•rAN. • • . .. BtDM fhT r.. ... % . ' /4, fjAy .. .. APPROVED :04d$4 ;SC4rE ' SEALANT ��j • • • 0.0 • • • #14 WOOD SCREW #14 WOOD SCREW APPROVED SEALANT a SPACE WOOD FRAMING �1 OR 2X BUCK BY OTHERS 1 7/16” MIN. EMBEDMENT VERT 9L CROSS SECTICA WOOD F/NG OR 2X BUCK INSTALLA 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 M ETA' STRUCTUR BY OTHER APPROVEI SEALAN EXTERIOR APPROVED SEALANT M ETP STRUCTUR BY OTHER INTERIOR OR _ING REV Seocw mtk • �� dula - #10 S SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS 1 IA" AAAV EMBEDMENT 1/2" MIN. EDGE DISTANCE MS OR #14 WOOD )RILLING SCREW WOOD FRAMING OR 2X BUCK /4 MAX. BY OTHERS dIM SPACE APPROVED SEALANT JAMB INSTALLATION METAL STRUCTURE INSTA9 ,.,, 111. SHIM SPACE APPROVED INTERIOR EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLAT/ON Eastern EASTERN AA OMSION OF SYSTEMS A DMSION OF EASTERN METAL SYPPLY ALUMRN IJM AtV® V1TfYL 10MBAVARIAROAD .; s" ewowa+ w.w.sow® w,.,n IDo®ma FORT .22D4 . FLORIDA 33913 SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" FLUSH FRAME INSTALLATION DETAILS DRAWN: DWG NO. REV J.L. 08-02294 - SCALE NTS DATE 02/23/14 1S"EET3 OF 7 APPROVED J �(--� LJI SHIM" PACE SEALANT OVED OPTIONAL 1X K SEE NOTES 3-7 SHEt® 1 CONCRETE/MASONRY BY OTHERS 1 1/4" M I r,7. EMBEDMENT - 3/16" TAPCON kk ap oc-c 1 ce EXTERIOR INTERIOR 3/16" TAPCON 1 1/4" MIN. EMBEDMENT ONCRETE/MASONRY BY OTHERS PTIONAL 1X BUCK SEE N ES 3-7 SHEET 1 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE REVISIONS I REV I DESCRIPTION I DATE I APPROVED 1/4" MAX. SHIM SPACE APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEJMASONRY INSTALLATION 1/4" MAX. NOTES: SHIM SPACE 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 INTERIOR EXTERIOR ° Q ° a . v° ' • 44 a EASTERN ARCHITECTURAL SYSTEMS ° ° a• ° ` 1 1/4" IN. AOMSIONOF a - EM MENT EI?Stern EASTERN METAL SYMY b �'• ° °' ALYMPNiJM ANO VtfVYL 10030 SAVARIA ROAD ooem; FORT MYERS. FLORMA3M"3 �VEAL CROSS SECTIO SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" CONCRETOMWIORYINSM ON FLUSH FRAME INSTALLATION DETAILS DRAWN: D. WG N0 J.L. 08-02294 SCALE NTS DATE 02/23/14 SHEET OF 7 4 -.TAT 0 OF REv ��.t�•'j flRtDP. N� �*Izo 701VALiE 11111 EaG�: DISTANCE •�• CONCRETE/MASONRY ° BY OTHERS `°.�•. i•• ° 00.0 A f •.� • • •• ° . Q' . . •.° .i1 OPTIONAL 1 X BUCK °• ° • a ° • ° ••• d' SEE NOTES 3-7 SHEET 1 APPROVED J �(--� LJI SHIM" PACE SEALANT OVED OPTIONAL 1X K SEE NOTES 3-7 SHEt® 1 CONCRETE/MASONRY BY OTHERS 1 1/4" M I r,7. EMBEDMENT - 3/16" TAPCON kk ap oc-c 1 ce EXTERIOR INTERIOR 3/16" TAPCON 1 1/4" MIN. EMBEDMENT ONCRETE/MASONRY BY OTHERS PTIONAL 1X BUCK SEE N ES 3-7 SHEET 1 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE REVISIONS I REV I DESCRIPTION I DATE I APPROVED 1/4" MAX. SHIM SPACE APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEJMASONRY INSTALLATION 1/4" MAX. NOTES: SHIM SPACE 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 INTERIOR EXTERIOR ° Q ° a . v° ' • 44 a EASTERN ARCHITECTURAL SYSTEMS ° ° a• ° ` 1 1/4" IN. AOMSIONOF a - EM MENT EI?Stern EASTERN METAL SYMY b �'• ° °' ALYMPNiJM ANO VtfVYL 10030 SAVARIA ROAD ooem; FORT MYERS. FLORMA3M"3 �VEAL CROSS SECTIO SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" CONCRETOMWIORYINSM ON FLUSH FRAME INSTALLATION DETAILS DRAWN: D. WG N0 J.L. 08-02294 SCALE NTS DATE 02/23/14 SHEET OF 7 4 -.TAT 0 OF REv ��.t�•'j flRtDP. N� �*Izo 701VALiE 11111 WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE #14 WOOD SCREW APPROVED SEALANT BEHIND FLANGE WOOD FRAMING .OR 2X BUCK BY OTHERS • ;;Df sjJI STA14C•I • � +•• 1�f 1 9"+MINS: �•� •EM EDMfN+T �•� . . ... . .•. . .. . .. ... •• • %;4i �IPi:.i i• +• • 0 4 S�A1�6 • ••• •• APPROVED SEALANT BEHIND FLANGE METAL STRUCTURE BY OTHERS INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR IIop APPROVED SEALANT BEHIND FLANGE /4" MAX iIM SPACE META STRUCTUR BY OTHER " MIN M ENT VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION OS OR TRILLING REVISIONS I REV I DESCRIPTION I DATE I APPROVED #10 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS 1 IA" kAAV 1 7/16" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE #10 SMS OR #14 WOOD SELF DRILLING SCREW SCREW WOOD FRAMING OR 2X BUCK 1/4" MAX. BY OTHERS SHIM SPACE )R „j I 1\. V `w cA i M SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 /4" MAX. SHIM SPACE INTERIOR APPROVED SEALANT EXTERIOR BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EASTERN ARCHITECTURAL SYSTEMS O A DIVISION OF EASTERN METAL SYPPLY Auuw�e"um him ViHvL 1 BAVARIA ROAD a e w®e W-- me ttaaaFORT � . FLORIDA 33913 SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" FLANGE INSTALLATION DETAILS DRAWN: DWG NO. REV J.L. 08-02294 - SCALE NTS DATE 02/23/14 1 S"EET5 OF 7 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 APPROVED SEALANT BEHIND FLANGE APPROVED SEALANT BEHIND FLANGE OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS • • • • et 1-/2' MIN. i •�• ; EtGV;pISTANCE •� • �.40 q .. a •9r •. • . •. .a . • �. • •° ` ° 1 1/4" MIN. .•a•.• a•a' • •.• A 4w 000 EMBEDMENT ° .Q a 1 1/4" MIN. 0 0 �•• •• EMBEDMENT CONCRETE/MASONRY • 1/4" MAX. BY OTHERS o' O � ' SHIM SPACE OPTIONAL 1X BUCK a SEE NOTES 3-7 SHEET 1 e° :D 3/16" TAPCON D a 3/16" TAPCQN .Da D 0 ' Q a a VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION 0 2 1/2" e• MIN. EDGE v DISTANCE o. D. a a REVISIONS I REV I DESCRIPTION I DATE I APPROVED 1/4" MAX. SHIM SPACE INTERIOR APPROVED EXTERIOR SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEWMASONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 MIN. EASTIM ARCHITEMR&SYSTEWS VI ENT Ea -Stern EASTON M OF ALUM4NUM ANF3 OR,VM 10=SAVARIAROAD m twta`war YNwaawba ..+ra boaas F _��. FLORIDA 33913 SERIES 176 PW FIXED WINDOW IMPACT HVHZ 72" x 63" FLANGE INSTALLATION DETAILS DRAWN: DWG NO. J.L. 08-02294 SCAT NTS DATE 02/23/14 ISHEET6 OF 7 • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 1 1/4" MIN. EMBEDMENT #8 WOOD • 0 0 0 0 • • WOOD SCREW . :0: :0: FRAMING 0 0 0 •• ::•, • BY OTHERS 1/4" MAX. WOOD FRAMING SHIM SPACE BY OTHERS 7/16" MIN n EDGE DISTANCE U 1 1/4" MIN. EMBEDMENT rvrrnr�n INTERIOR 7/16" MIN EDGE DISTANCE #8 WOOD SCREW CIVIDGUIVIGV I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS #8 WOOD SCREW 7/16" MIN EDGE DISTANCE REVISIONS I REV I DESCRIPTION I DATE I APPROVED 1/4- MAX SHIM SPACE /AITrF21^F2 r %J -rr-rl% l.-% f -f JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 �LEastern � � EASTERN AA DIVISION OF SYSTEMS A DIVISION OF EASTERN METAL SYPPLY A 1�I.iMfNUM_ANt7 Vif+FYi� 10030 BAVARIA ROAD FORT MYERS, SERIESp 176 PW�FIXED ®WINDOW IMPACT1 3HVHZ 72" x 63" FIN INSTALLATION DETAILS DRAWN: DWG NO. REV J.L. 1 08-02294 — SCALE NTS DATE 02/23/14 1SHEET 7 OF 7 . . ... . . . ... .. .. . . . .. .. . WIDTH (W) = W 1 + W2 + W3 2 ANCHOR/CLIP • ••• • • • GLAZING VERTICAL PRODUCT Sao •• ••�- • • ANCHOR/CLIP HORIZONT4L : WV CLION • • • • • • GLAZING GLAZING PRODUCT PRODUCT PRODUCT •; •io.o.... 1 • • s,� • VERTICAL VERTICAL • • i d' ' I MULLION is __j t%L_ MULLION l GLAZING GLAZING GLAZING _J'4 PRODUCT PRODUCT MULLION SPAN PRODUCT M° ANCHOR/CLI t � W1 W2 0 W3 MULLION SPAN WIDTH (W) = W 1 + W2 + W3 2 W WIDTH (W) = Wl + W2 2 ANCHOR/CLIP ANCHOR/CLIP r -HORIZONTAL MULLION GLAZING PRODUC1 GLAZING PRODUCT i—HORIZONTAL MULLION r GLAZING PRODUCT VERTICAL (GLAZING MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT stn ANCHOR/CLI N d' ' I - I'l is __j t%L_ I W WIDTH (W) = Wl + W2 2 ANCHOR/CLIP ANCHOR/CLIP r -HORIZONTAL MULLION GLAZING PRODUC1 GLAZING PRODUCT i—HORIZONTAL MULLION r GLAZING PRODUCT , GLAZING GLAZING PRODUCT PRODUCT 0 VERTICAL N MULLION ANCHOR/CLIP l . W1 W2 MULLION SPAN WIDTH (W) = W1 + W2 z 3 + N 3 + N r. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NONIMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBS MULLIONS USING MULLION PROPERTIES_ ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SMALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. S. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. E CHARTS FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. k QCEFR TO cuFET 5 OF 10 FOR MAX. MULL DESIGN PRESSI 3. FOR CLIP TYPES ANDA IONS REFER TO SHEETS S. 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. » REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT REVISED` 83 COk k[kljrin8, Willk thO Florltia Buildibs Code o Expiration Data /7 g so � w� �op M gm O to M Z�z in w2CL fl 4 v Z� co g I z r4 0 r 0 I 0 0 I 'L' 2X MULLION CLIP 6063-T6 AE5 IL .750 6063—T6 'L .125 MIN. 2.000 . . ... . . • ••• •• •• • • • •• •• • • • • • • • • • • • 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 61 5.688' D • • . . . . .. ... . 4". TtrPiCAt . • .. • . i a,.7 .1G ISTD: TU� VANDOW FRAME •• • • - 1 2 X 6 STD, TUBE MULLIO L 2 000 i STANDARD TUBULAR SHAPES ALLOY = 606 .i 3 TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPiCAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL 61 SEE WINDOW OR DOOR APPROVAL FOR 11 FASTENERS SIZES AND SPACING 00* 1 X 4 TOM ML 6063—T6 Ixx: 2.070 in4 Sxx: 1.035 in3 (FLANGE FRAME) .124 2 X 6 STD, TUBE MULLION 6063-T6 Ixx: 8.280 in4 Sxx: 2.760 in3 1 X 3 _CUSTOM MULLION 6063-T8 Ixx: 1.000 in4 Sxx: 0.667 in3 (FIN FRAME) .125 1.000 Z X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.980 in! Sxx: 1.490 ins INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REOUIREO FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1. ALL CUPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. ANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. .156 1 X 3 CUSTOM MULLION 6063—T6 Ixx: 0.950 in! Sxx: 0.633 in3 1 X 4 STD, 6063-T6 Ixx: 2.070 in4 / Sxx: 1.035 in3 2. 1 X 2 TOM_ MUL 6063—T6 Ixx: 0.370 in! Sxx: 0.370 in3 (FIN FRAME) 1.000 .125 3.000 1 X 3 SM. TUBE MULLION 6083—T6 Ixx. 0.950 in4 Sxx: 0.633PROas p m Boildi'ag Cc Acceptance .156 1 X 2 TOM ML 6063—T6 Ixx: 0.330 in4 Sxx: 0.330 in3 (FLANGE FRAME} 1 X 2 STD. TUBE MULLION 6063—T6 Ixx: 0.330 in! !IT-lJxx:_.D.330 in3 [l USING MULLION PROPERTIES ONLY 14 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT "NX4b AND CAN BE USED WITH ALL LAWSON S MIAMI-DADE Aoo°'; COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. • , NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. I NGTH MULL "L" 1 X 2 1.688' 1X3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 61 5.688' 1 X 4 TOM ML 6063—T6 Ixx: 2.070 in4 Sxx: 1.035 in3 (FLANGE FRAME) .124 2 X 6 STD, TUBE MULLION 6063-T6 Ixx: 8.280 in4 Sxx: 2.760 in3 1 X 3 _CUSTOM MULLION 6063-T8 Ixx: 1.000 in4 Sxx: 0.667 in3 (FIN FRAME) .125 1.000 Z X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.980 in! Sxx: 1.490 ins INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REOUIREO FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1. ALL CUPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. ANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. .156 1 X 3 CUSTOM MULLION 6063—T6 Ixx: 0.950 in! Sxx: 0.633 in3 1 X 4 STD, 6063-T6 Ixx: 2.070 in4 / Sxx: 1.035 in3 2. 1 X 2 TOM_ MUL 6063—T6 Ixx: 0.370 in! Sxx: 0.370 in3 (FIN FRAME) 1.000 .125 3.000 1 X 3 SM. TUBE MULLION 6083—T6 Ixx. 0.950 in4 Sxx: 0.633PROas p m Boildi'ag Cc Acceptance .156 1 X 2 TOM ML 6063—T6 Ixx: 0.330 in4 Sxx: 0.330 in3 (FLANGE FRAME} 1 X 2 STD. TUBE MULLION 6063—T6 Ixx: 0.330 in! !IT-lJxx:_.D.330 in3 [l USING MULLION PROPERTIES ONLY 14 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT "NX4b AND CAN BE USED WITH ALL LAWSON S MIAMI-DADE Aoo°'; COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. • , NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. I ••-GLAZING ��• PRODUCT V TICAL TUBgomubwNs I W . "00 °. GLAZING GLAZING PRODUCT PR UC TUBE MULLIONS N TUBE MULLIONS Width w MULL SPAN 1 X 2 9 X 3 1 4 X••° 2 X$ Width MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 8 to 18 150.0 150.0 0 150.0 18 28.3 81.5 150.0 150.0 150.0 78 � a O z - 19.3 42.1 60.5 150. 24 150.0 150.0 150. 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 - 31.5 45.4 126.2 o q '3 30 123.0 150.0 160. • 1 .0 0 1 150. 17.0 48.9 106.5 150.0 150.0 30 - 25.2 36.3 100.9 a w 36 102.5 150.0 h • °150.0 01180.0: .: 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 M 42 87.9 150.0 `1l�.Q . 15d9 .150.0• • . 42 $4.9 76.9 109.5 150.0 42 - - 18.0 25.9 72.1 Ic 46 38- 318" 76.9 150. 150.0 150.0 150.0 48 74 -IW' - 30.6 66.6 95.8 150.0 48 120" - 15.8 22.7 63.1 c " 54 68.3 137.6 150.0 150 0 1 54 - 27.2 59.2 85.2 150.0 54 _ _ 20.2 56..1 60 61.5 123.9 15l1 `i '1$QO •.1 60 - 24.4 53.3 76.7 144.2 - 60 - - 18.2 50.6 66 55.9 112.6 150CL W0.d .0 - 22.2 48.4 69.7 131.1 66 - _ _ 15.5 45.9 z z o •e 72 51.3 103.2 1 150.0 -1665 72 - 20.4 44.4 63.9 120.2 72 - 15.1 42.1 0 O 0 ' 78 47.3 95.3 150.0 1500 150.0 78 - 18.8 41.0 59.0 110.9 78 _ _ 38.8 a'�o � t=i. 18 89.3 150.0 150.0 150 0 150.0 18 56.3 122.6 150.0 150.0 18 - 31.6 45.5 126.4 Sg a 24 67.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 1324 150.0 24 - - 23.7 34,1 94.8 30 53.6 142.3 150.. 150.0 150,0 30 - 33.8 73.6 105.9 150.0 30 - 19.0 27.3 75.8 ;q a 36 44.6 118.6 150.0 150.0 150.0 36 - 28.1 61.3 88.3 150.0 36 15,8 22,7 632 42 5018" 38.3 101.7 150.0 1500 150.0 42 84" - 24.1 52.6 75.7 150.0 42 - 19.5 54.2 H 48 33.5 89.0 145.4 150.0 150.0 48 21.1 46.0 66.2 140.8 48 132" - - - 17.1 47.4 (} 54 29.8 79.1 1292 150.0 150.0 54 - 18.8 40.9 58.8 125.2 64 - - - 15.2 42.1 ,� 60 28.8 712 116.3 150.0 150.0 - 16.9 36.8 53.0 112.7 60 _ _ 37,9 N � � zo 136 24.4 64.7 105.7 150.0 150.0 15.3 33.4 48.1 102.4 66 - - - 34,5 72 22.3 59.3 96.8 139.5 150.0 72 - 30.7 44.1 93.9 72 - - - 31.6 o .3 � 78 20.6 54.7 89.5 128.8 150.0 78 - 28.3 40.7 86.7 78 - - - �,2 C/) W a 18 62.6 150.0 150.0 150.0 150.0 18 = 37.7 82.1 118.3 150.0 18 - - 24.3 35.0 97.4 �► 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 - 18.3 28.3 73.0 N 30 37.5 108.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - 21.0 58.4 w 36 31.3 90.1 150.0 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7 a 42 28.8 772 131.1 150.0 150.0 42 - 16.2 35.2 50.7 123,2 42 - - 15. 41.7 A 48 b7" 23.5 67.5 114.7 150.0 150.0 48 ��� - - 30.8 44.3 107.8 48 144" _ _ - 36.5 •• $ 54 20.9 60.0 101.9 146.8 150.0 64- 27.4 39.4 95.8 54 - - - 32.5 Z z 80 18.8 54.0 91.7 132.1 15Q O 60 - - 24.6 35.5 86.3 60 _ _ _ _ 29.2 66 17.1 49.1 83.4 120.1 150.0 66 - 22.4 32.3 78.4 68 _ _ _ 26.6 72 15.6 45.0 76.5 1101 150.0 72 - - 20.5 29.6 71.9 72 _ _ _ _ 0 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 66.3 78 22,5 tv 18 46.3 133.4 150.0 150.0 150.0 18 - 26.5 57.7 83.1 150.0 18 - - 31.0 86.1 o 24 34.8 100.0 150.0 150.0 150.0 24 - 18.9 43.3 62.3 15Q.0 24 - 23.3 64.6cb �. 30 27.8 8Q.0 150.0 150.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - - 18.6 51.7 36 23.2 66.7 125.2 150.0 150.0 36 - - 28.8 41.5 113.6 36 - - - 15.5 43.1 f 42 19.9 57.2 107.3 150.0 150.0 - - 24.7 35.6 97.4 42 _ _ 36.9 48 63" 17.4 50.0 93.9 135.1 150.0 48 108" - 21.6 31.1 85.2 48 160" _ - - 32.3 54 15.4 44.5 83.4 120.1 150.0 54 - 19.2 27.7 75.7 64 _ _ _ 28.7 60 40.0 75.1 108.1 150.0 60 - 17.3 24.9 68.1 0 z x 2i 66 - 36.4 98.3 150.0 66 - - 15.7 22.7 62.0 K _ _ _ 225.8 3.5 72 - 33.3 62.6 90.1 150 0 72 - - - 20.8 56.8 72 a 78 30.8 83.2 150.0 78 - 192 52.4 78 - _ 121.5 9.9 HORIZONTAL MULLION a®�aaa�erra+�s�i ••-GLAZING ��• PRODUCT V TICAL M ION 3 GLAZING GLAZING PRODUCT PR UC Oz _j N ••-GLAZING ��• PRODUCT 3 GLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED ®����a°°• 8 �,P'.� AspO INSIDE RECTANGULAR SHAPE94 P NOTE: °ow PRODUCTREV)SM •; eLa '� �; M MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED as complyin�withdwFladit ,� 0 VERTICALLY OR HORIZONTALLY. t3,�adia�cade (INTERPOLATION BETWEEN WIDTHS ALLOWED) Ac No ° ° '.�•;•. • °° Expiration Date /7 WIDTH (W} - Wl + W2 By '� ®®®��,,°'•.°.°• `,,� Wl W2+ MULLION SPAN 1 r 2 Minn► OProdact trliN 17`� U 1.405 • • ••/aMw I A 3000 • • • • • • • 4.000 2 X 4 • • i • i i • TYPICAL • M� ION WINDOW FRAME 'L` a ;0; STANDARD TUBULAR SHAPES �TYP. WALL = .125" ALL ALLOY = 6063-T8 TYPICAL GLAZING PRODUCT MULLIONS CONTAINING NOTCH TYPICAL GLAZING PRODUCTS OPTIONAL HORIZONTAL OR VERTICAL . oPnvNAL 5 MIN. --.—� ANGLE CLIP 2.000 6083-T� .168 1 X 4 TOM ML 6063-T6 Ixx: 4.709 in4 Sxx: 2.355 in3 (FLANGE FRAME) .5 10 .125 1 X 4 STD. TUBE MULLION 6063-T6 Ixx: 4.709 in! Sxx: 2.355 in3 2.000 1425 .125 SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 FASTENERS SIZES AND SPACING STD. TUBE MULLION STD, TUBE Illi ULLI�3N 6063-T6 6063-T6 Ixx:19.648 in4 Ixx: 7.649 in CLIP LENGTH j Sxx: 6.549 in3 Sxx: 3.825 in3 MULL INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. X 2 1.688' B" STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 4 3.688' STEP 2 USE APREMENT D GLAZING PRODUCTS MEETING ABOVE LOAD REOSTEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. 2 X 6 5.688' STEP SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. w 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 2.168 0 Sxx: 1.445 in3 (FLANGE FRAME) 1 X 3 sTa�BEMULLION 6063-T6 Ixx: 2.168 in4 Sxx: 1.445 in3 1.500 .115 j 1�-1.000+1 1x3 -CUSTOM MULLION 6063-T6 Ixx: 2.218 in4 Sxx: 1.479 in3 (FIN FRAME) PRODUCT REVISED j as complying with the Flwida + BuildingCode Acceptance No t Expiirltion Date % L B z miami Pro RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DARE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULUONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS. OR STACK CONFIGURATIONS. e6 b to M O x t° so ro M �� w o wo C0 O M Z z >" v R d — tj q z00 z inwx O w o a02o.zo W a a5 N Z 93 U 4t to 0 • Width (wi MULL SPAN STEEL 1 X 3Me Widt E 1140LU®NS *4 ; 2 X It Wt 150.0 18 38- 3i8" 150.1 1 T. 50.0 ING 24 150.0150.0 150.0 CT PRODUCT 30 150.050. • •t50.0.: 3 36 150.0•.150.0. 15 .0. 4 42 150.0.50.8• • •150.01 • w2 48 150.0 150.0 150.0 150.0 S 54 150.0 150.0 5Q.0. 15Q.& 6 60 150.0 150.0 ' 7504: :1 1;5(1..o 6 66 150.0 150.0 5 .0 • • 1fi • 72 150.0 150.0 150.0 150.0 7 78 150.0 150.0 150.0 150.0 128.4 150.0 18 50.518" 150.0 150.0 150.0 150.0 30 24 150.0 150.0 150.0 150.0 36 30 150.0 150.0 150.0 150.0 42 36 150.0 150.0 150.0 150.0 48 42 150.0 150.0 150.0 150.0 64 48 150.0 150.0 150.0 150.0 60 64 150.0 150.0 150.0 150.0 66 60 150.0 150.0 150.0 150.0 72 66 147.7 150.0 150.0 150.0 78 72 135.3 150.0 150.0 150.0 18 78 124.9 150.0 150.0 150.0 150.0 150.0 18 67" 150.0 150.0 150.0 150.0 51.8 112.1 150.0 150.0 24 150.0 150.0 150.0 150.0 43.0 93.4 150.0 150.0 30 150.0 150.0 150.0 150.0 36.9 80.1 130.1 150.0 36 150.0 1 150.0 150.0 150.0 32.3 70.1 113.8 150.0 42 150.0 150.0 150.0 150.0 28.7 62.3 101.2 150.0 48 150.0 150.0 150.0 150.0 25.8 56.1 91.1 150.0 54 137.0 150.0 150.0 150.0 23.5 51.0 82.8 150.0 60 123.3 150.0 150.0 1 150.0 21.5 46.7 75.9 150.0 66 112.1 150.0 150.0 150.0 19.9 43.1 70.0 150.0 72 102.8 150.0 150.0 150.0 78 94.8 5 .0 150.0 150.0 18 150.0 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 30 150.0 150.0 1 150.0 150.0 36 150.0 150.0 1 150.0 150.0 42 130.5 150.0 150.0 48 114.2 .0 150.0 64 101. 150.0 15 .0 150.0 60 66 72 91 150.0 15 .0 150.0 150.0 1 .0 150.0 6 142.4 0.0 150.0 PRODUCT GLAZING PR DUCT III GLAZING PRODUCT dth w • • VERTICAL STEEL REINFORCED TUBE MULLIONS 1 X 3 1 X 4 2 X 4 2 X 6 Widt MULLION 74114" 150.0 150.0 z 150.0 1 24 GLAZING ING 30 PRODUCT CT PRODUCT j 93.0 150.0 150.0 150,0 3 42 79.7 150.0 150.0 150.0 4 g W1 w2 64 PRODUCT GLAZING PR DUCT III GLAZING PRODUCT dth w • • MULL SPAN STEEL REINFORCED TUBE MULLIONS 1 X 3 1 X 4 2 X 4 2 X 6 Widt 18 74114" 150.0 150.0 150.0 150.0 1 24 139.5 150.0 150.0 150.0 2 30 111.6 150.0 150.0 150.0 3 36 93.0 150.0 150.0 150,0 3 42 79.7 150.0 150.0 150.0 4 48 69.7 150.0 150.0 150.0 64 62.0 134.6 150.0 150.0 S 60 55.8 121.2 150.0 150.0 6 66 50.7 110.1 150.0 150.0 6 72 46.5 101.0 '150.0 150.0 7 78 42.9 93.2 150.0 150.0 7 18 84" 128.4 150.0 150.0 150.0 1 24 96.3 150.0 150.0 150.0 2 30 77.1 150.0 150.0 150.0 3 36 64.2 139.5 150.0 150.0 3 42 55.0 119.5 150.0 150.0 4 48 48.2 104.6 150.0 150.0 - 23.7 38.5 99.0 64 42.8 93.0 1 s0.0 150.0 60 38.5 83.7 135.9 150.0 6 66 35.0 76.1 123.6 150.0 72 32.1 69.7 113.3 150.0 7 78 29.6 64.4 104.6 .150.0 7 18 96" 86.0 150.0 150.0 150.0 1 24 64.5 140.1 150.0 150.0 2 30 51.8 112.1 150.0 150.0 3 36 43.0 93.4 150.0 150.0 3 42 36.9 80.1 130.1 150.0 4 48 32.3 70.1 113.8 150.0 4 54 28.7 62.3 101.2 150.0 6 60 25.8 56.1 91.1 150.0 8 66 23.5 51.0 82.8 150.0 66 72 21.5 46.7 75.9 150.0 72 78 19.9 43.1 70.0 150.0 78 18 60.4 131..2 150.0 150.0 18 24 45.3 98.4 150.0 150.0 24 30 36.3 78.7 127.9 150.0 30 36 30.2 65.6 106.6 150.0 36 42 25.9 56.2 91.4 150.0 42 48 108" 22.7 49.2 79.9 150.0 48 54 20.1 43.7 71.1 150.0 64 60 18.1 39.4 64.0 150,0 60 66 16.5 35.8 58.1 147.0 66 72 15.1 32.8 53.3 134.8 72 78 30.3 49.2 124.4 78 FAL MULLION TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE04 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wl + W2 2 h w 48 4$ 64 0 6$ 2 8 8 4 0 6 2 8 4 0 MULLSPAN STEEL REINFORCED TUBE MULLIONS 1X3 1 X 4 2X4 2X6 1 q 0 th , 1 , � �c to v 0&, q M0in k ? `` , 9 z° W T 2 tL a Z N ~ o W (� Q Z ,a wto z 0 a EE" 0 a z a d pq q a Q •` o S " 8 120" 44.0 95.7 150.0 150.0 4 33.0 71.8 116.6 150,0 0 26.4 57.4 93.2 150.0 6 22.0 47.8 77.7 150.0 2 18.9 41.0 66.6 150.0 - 16.3 26.5 68.1 16.5 35.9 58.3 149.7 4 - 31.9 51.8 133.1 0 - 28.7 46.6 119.8 26.1 42.4 108.9 = 23.9 38.9 99.8 8 - 22.1 35.9 92.1 8 _ 132" 33.1 71.9 116.8 150.0 4 24.8 53.9 87.6 150.0 0 19.9 43.1 70.1 150.0 6 16.5 35.9 58.4 150.0 2 30.8 50.0 128.5 - 27.0 43.8 112.5 - 24.0 38.9 100.0 - 21.6 35.0 90.0 - 19.6 31:8 81.8 - 18.0 29.2 75.0 - 16.6 26.9 69.2. 144" 25.5 55.4 89.9 150.0 19.1 .41.5 67.5 150.0 15.3 33.2 54.0 138.6 - 27.7 45.0 115.5 - 23.7 38.5 99.0 - 20.8 33.7 88.6 - 18.5 30.0 77.0 - 16.6 27.0 69.3 15.1 24.5 83.0 - - 22.5 57.8 X10' * a# g°so U. up PRODUCT REWBD "° O �,• as complying with the Florida Building Code ® o, AccePtance Noado `°•.o • •• eQ�� E ' iott Data 17 ••• •• - - 20.8 53.31 s a u 12 #' a o 150" 22.6 49.0 79.6 150.0 16.9 36.7 59.7 150.0 - 29.4 47.7 122.6 a - 24.5 39.8 102.2 21.0 34.1 87.6 - 18.4 29.8 76.6 - 16.3 26.5 68.1 - - 23.9 61.3 - - 21.7 55.7 19.9 51.1 - - 18.4 47.2 1.1 X10' * a# g°so U. up PRODUCT REWBD "° O �,• as complying with the Florida Building Code ® o, AccePtance Noado `°•.o • •• eQ�� E ' iott Data 17 ••• •• 3/4" MIN. EDGE DIST. 5/16" TAPCtiNS• i i i• i i• i i 5/16" TAPCONS (WOOD PENEHRAS )� • i • i i i 1 i /J'i JUN. WOOD PENETRATION CLIPI ON1 PER ANGLE r�z • IL_ -JI IX FLOATING CLIP \SY 1 I WOOD BUCK f N 1 \ Z P . r i t I I 1 ALTERNATE ANCHOR LOCATION 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 1 PER ANGLE, MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK II II 11 II 2x2X10" II 11 ALUM ANCL U U I r 1 I t I II 11 2 BYL2 XWOOD BUCK 1i it ALUM2ANGLEB" u ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 5/10- TAPCONS 1 1/4" MIN. 1-1 2" MIN. WOOD PENETRATION 5/16" TAPCONS / / 1-1/2" MIN. WAD PENETRATION EDGE DIST, 4 PER CUP (2 ON EACH WING), 2 PER ANGLE IL -JI Lr �J 2BY WOOD BUCK I I I I FLOATING CLIP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 2 X 2 X 1/8" ALUM ANGLE 5/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 3/4" 4 PER CLip j2 ON EACH WING) 2 PER ANGLE MIN. a a •_•• •' ,''• •L s••.i •t t • '.. M � 1 .• ~ ••• 1 '''• �• �••. 1 ` •Q .•.`l � g � .•_ ..•. _ ., I+o•. .. 1 BY WOOD BUC ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE DIST. 2-3/16" CONCRETE OR " II II II tl 1IL_jI1 111 it 2X2x 1/8" I I 1X FLOATING CLIP I I I I ALUM ANGLE I t U U II 1 I 1 I I r r I ANCHORS TYPE 'B' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1"W & 2"x4" MULL 4 HOLLOW BLO K 3/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MiN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) I PER ANGLE I I 1 �� ii li it II II IBY " J11Xli it 2x2X1/8" FLOATING CUAWOOD BUCK I 1I 1 I ! ALUM ANGLE i U Li ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE " " ' t• 0 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK U I,.. ----------I I 1 ALTERNATE ANCHOR LOCATION PRODUCT` REVISED 2 7/16" as complying with the F Wdx 113uilding Code MIN. Acceptanoe Ne ply lExxp,iation Date r 1 i 1 _ 1 1 BY WOOD BUC ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE DIST. 2-3/16" CONCRETE OR " II II II tl 1IL_jI1 111 it 2X2x 1/8" I I 1X FLOATING CLIP I I I I ALUM ANGLE I t U U II 1 I 1 I I r r I ANCHORS TYPE 'B' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1"W & 2"x4" MULL 4 HOLLOW BLO K 3/16" TAPCONS 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MiN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) I PER ANGLE I I 1 �� ii li it II II IBY " J11Xli it 2x2X1/8" FLOATING CUAWOOD BUCK I 1I 1 I ! ALUM ANGLE i U Li ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE " " ' t• 0 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK U I,.. ----------I I 1 ALTERNATE ANCHOR LOCATION PRODUCT` REVISED z. as complying with the F Wdx 113uilding Code 4 c Acceptanoe Ne ply lExxp,iation Date e.• . L. w 4 , •; " MULL -A MIN. EDGE DIST. 5/16: TAPODNS- : • • O ORS TYPE 'C' (INTO BLQC�• 2-3/16" CONCRETE OR 4 1-3/1Mq 1 D:Nt) hby.00 ' o1 ANCHORS TYPE 'f' (INTO CONCRETE) 4.. HOLLOW BLO K 1 2 AER (l "ON EACH WIN M to :3o 5/16- TAPCONS _o N p 40 3CLIP 1 1-3/4- MIN. EMBED INTO MASONRY b 2 ANCHORS INTO CON T BLOCK q � • , • • • • � 1 PER ANGLE • •. �. :' t MIN. ii."•'•• '•••' • ' % • , ---------� � 7- ALTERNATE ;e+ t t ANCHOR LOCATION r- MULL W. • a "g W O I� I:_ ,;; • • ••• •• it ii Ii z 1.4 Yi I! 11 C EYE OR 11 I H -------- '• CON CE ETC OR IL-JINT BLOCK 1. BLOCK I I I I 2 X 2 X 1/8- ALUM = i � ; I Fl OA C•� U ANGLE LJ � i 1 E I I ! _ 1 e.• . L. w 4 , •; " MULL -A \N" O ORS TYPE 'C' (INTO BLQC�• t(o 4 o1 ANCHORS TYPE 'f' (INTO CONCRETE) 1 M to :3o _o N p 40 y 1 b 2 ANCHORS INTO CON T BLOCK q � W Z W � z h ---------� � 7- ALTERNATE ;e+ t t ANCHOR LOCATION r- MULL 1 I �•-——— —— — — — — I- 1-3/4' 1-3/4- MIN. EMBED IN 2 PER CLIP (1 ON TAPCONS In I t I II t I 11 = It I 1 1 IJ ••- II I 1 1 II II I ii s r w s' 5/1 ' TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 1 PER ANGLE 012 SMS 2 PER ANGLE r P MIN. EDGE DIST, 2-3/16" CONCRETE OR 4,HOLLOW BLOCK 5/16" TAPCONS ---5/16- TAPCONS MULL -a ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO• CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL MULL I I I I I 1 I 1 I I FLOATING CLIP I t I I 1 ---_.-- --- I-- 1 1 I CONCRETE OR _ CEMENT BLOCK II 1 r- li 11 tl ° .' r.• ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. `5/16" TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 'i fiJMCT REMSED+ as coniplying With the Flpdi% Building Code Acairm flo e N Aj�� Cxpination Date 2 X 2 X 1/8 - ALUM ANGLE O t(o 4 o1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. `5/16" TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 'i fiJMCT REMSED+ as coniplying With the Flpdi% Building Code Acairm flo e N Aj�� Cxpination Date 2 X 2 X 1/8 - ALUM ANGLE 113 O t(o 4 o1 z M to :3o _o N p 40 y b O)oO q � W Z W � z h � 7- q ;e+ "g W O I� I:_ H z z 1.4 Yi H h � x W4 113 MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK .. .. . . . .. .. - . . • . . . . . . . 3-3/4" • • • sjl 6• RJtPCONS MIN. 1-3/4" MIN. EMBED INTD MASONRY a PER CLIP (2 ON EACH WING) _• • ` CLIP LENGTH r .• .. • • , .a i• tir , • , A-. • ••• • MULL "L" 2 X 4 3.688' 2 X 6 5.688' 2x6 MULL . ... . . . .. . ------------------- i r 3/4" MULL 5/16- TAPCONS 1-3/4" MIN. EMBED INTO MASONRY PER CLIP (2 ON EACH WING) \\ 1 3/4" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN MIN, EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" MIN. CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 2X6 MULL Aba . coG C• Iju to e V1 4 s'5sri r i' i • i .i ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN MIN, EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" MIN. CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1BY WOOD BUCK 9 5/15' TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 2X6 MULL 5/16- TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4- 2X6 MULL i• ------------- ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK :UPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTEE VITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OF VATER-WHITE METHACRYLATE LACQUER. INTO CONCRETE OR BLOCK 2"X6" MULL SHOWN • i • :ti 18Y WOOD BUCK PRODUCT REVISED as plyin with *0 Ftotidt; suil�d>ng CO& Acceptanoe No q Expiration Dato 1 B Mi. � .'c ww D 8 tD Mw y z rn p40 I c oit „ Qa m tow zJz $ z tJ W = p ., CL O I k A w a 4 zx W � a LHJ� a � z !�1 Aba . coG C• Iju to e V1 4 s'5sri MIN. EDGE DIST.• • •. • • • • 2-3/16" CONCRETE OR /-15/3%4: �CMBI D I.SOMIPONn : 3-3/4" 4_' HOLLOW BLOCK / 4 TOTAL (2 * 6444 4),n • ••• MIN. 2 -7/16"•• s•i i i i i i• 6' t l ti1 • • • • • •• • 1 �1i I MIN. 2•or fxg Mu11 • ••• 1 I I 1 2 X 2 X 1/4- L 0 f I I I I ALUM ANGLE i 1 I 1 1 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK i •s... e, 1 " 2 X 2 X 8 ALUM ANGLE MULL I X 2 1.688' 1 X 3 2.688' LOCATION OF SCREWS CONNECTING 3.688' . . • ANGLES TO TUBES WHERE ANGLES • , �vJ ARE NOT FIT SNUG INTO TUBE I 1 1 I MULLIONS. q I I I t 0 I I O I I 1 1 2 -7/16"•• s•i i i i i i• 6' t l ti1 • • • • • •• • 1 �1i I MIN. 2•or fxg Mu11 • ••• 1 I I 1 2 X 2 X 1/4- L 0 f I I I I ALUM ANGLE i 1 I 1 1 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK i •s... e, 1 " 2 X 2 X 8 ALUM ANGLE MULL I X 2 1.688' 1 X 3 2.688' LOCATION OF SCREWS CONNECTING 3.688' 2 X 4 3.688' ANGLES TO TUBES WHERE ANGLES N , �vJ ARE NOT FIT SNUG INTO TUBE I 1 1 I MULLIONS. q I I I t 0 I I O I I 1 1 t9 I I 5/8"(2) 1 1 Z I I 1 t 5/16" TAPCONS #14 SMS j 3' i 1-3/4" MIN. EMBED ONN Y 4 PER ANGLE 1 2TO�MA • • 1 " 2 X 2 X 8 ALUM ANGLE MULL I X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' , �vJ O o a in q w 0 `Z t9 1 3/4" OPTIONAL. ANCHOR DETAIL. MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL I X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY / 14 S.M.S. 2/ CHANNEL 1 rTUBE MULLION s #12 F.H. S.M.S. 2/ SIDE I 1 1/8' THICK ALUM CHANNEL I LENGTH TO FIT SNUG INTO MULLION TUBE MULLION i ACCESS HOLE 1 THIS SCREW CAN BE I INSTALLED IN EITHER I DIRECTION I A , y+ I X14 FH SMS 2 PER CLIP 1-1/2" O.C. MIN. �`--- - - - - - - - - f1 I -- —1 I 1 I I 1 j12 FH SMS j t 2 PER CUP I I" O.C. MIN. I; 1-•3/4" X 2" X 1/8" (FOR 28Y TUBE) / 3/4" X 2" X 1/8- FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 't' TO VERIFY CAPACITY OF CONNECTION PRODUCT REVISED = as complying with 60 Flo" (iuildisig Cods ALL CLIPS AND ANGLES TO FIT SNUG f`►cceplanceIt INTO TUBE MULLIONS, P_ pirarionDate TAPCONS MAY BE HEX OR FLAT HEAD. �v I�1 a 00 r4 Z N Q t0 O o a in q w 0 `Z t9 Z I CQ 4 J Z a z z H a H z � I�1 Width Miglon {w) � 18 24 30 36 42 48 38 Y8 M5430 36 42 48 iaL PIN Um 0. ME M Em m cm Frm PRODUCT 150 150 150 150 150 150 150 160 150 18 PRODUCT PRODUCT 81 150 150 150 150 150 150 150 150 18 132 18D 1 50 150 160 150 150 51 102 117 150 150 131 160 150 140 160 24 28 51 59 88 117 83 99 131 70 88 133 150 150 150 150 150 150 150 24 105 i50 150 150 150 • 14 28 32 49 65 38 54 72 39 50' 1 15d • '� 138 54 109 125 150 150 140 160 150 150 30 88 150 150 160 150 0 •1 150 1 150 • • 45 91 104 150 150 117 150 150 125 36 75 150 150 160 150 0 150 • 16•010 150 • 42' 39 78 89 134 150 100 150 150 107 42 68 132 150 150 160 150 150 150 150 48 74 114 34 68 78 118 160 W 132 150 93 48 59 117 135 150 15D 1j of KA 30 60 70 105 139 78 117 150 83 64 53 105 121 150 150 •I '{�0' 01 45 • 60 27 54 83 94 125 70 105 140 75 60 48 98 110 150 150 •1 32 $8 25 49 57 86 114 64 98 127 88 66 44 88 101 150 150 •1?3 150 1� 72 23 45 52 78 104 58 88 117 62 72 41 81 93 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 133 150 150 150 150 150 150 150 150 18 80 150 150 150 160 150 150 150 150 18 100 150 150 150 150 150 150 150 160 24 80 120 138 150 150 150 150 150 150 24 80 150 150 150 150 150 150 150 150 30 48 96 111 150 150 124 150 150 132 30 67 1 33 150 150 150 150 150 150 180 38 40 92 139 151] 103 15O 150 110 36 57 114 131 150 150 147 150 150 150 42 34 69 79 119 150 88 133 150 94 42 60 100 115 150 150 128 150 150 137 46 84 30 6O 69 104 138 77 116 150 83 48 44 89 102 150 150 114 150 150 122 64 27 53 61 92 123 69 103 137 73 54 40 8D 92 138 150 103 150 150 110 60 24 48 55 83 111 C2 93 124 88 60 38 73 83 128 150 93 140 150 100 86 22 44 50 78 101 85 85 112 60 66 33 67 78 115 150 85 129 150 91 72 20 40 46 69 92 52 78 103 55 72 31 61 71 108 141 79 119 150 84 78 19 37 43 64 85 48 72 95 51 78 118 150 150 150 190 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 89 150 15O 150 150 150 150 150 150 24 53 105 121 150 150 135 150 150 145 24 71 142 150 150 15D 150 150 150 150 30 42 84 97 148 150 108 150 150 1 116 30 69 118 138 150 150 150 150 150 150 36 35 70 81 121 15D 9D 136 150 96 36 51 101 116 150 150 130 150 150 139 42 30 60 69 104 138 77 116 150 83 42 44 89 102 150 150 114 150 150 122 I6 26 53 61 91 121 68 102 135 72 48 39 79 91 138 150 101 150 150 108[764 23 47 54 81 108 6D 90 120 64 54 35 71 82 123 150 91 137 150 97 21 42 48 73 97 54 81 108 58 60 32 64 74 111 148 83 125 150 89 19 38 44 86 88 49 74 98 53 66 30 59 88 102 138 78 114 150 81 72 18 35 40 81 81 45 8B 90 48 72 27 55 83 94 125 70 105 140 75 78 98 32 37 56 74 42 63 83 45 78 107 150 150 150 150 150 150 150 150 18 62 125 143 150 150 150 150 150 150 18 80 150 150 1 150 150 150 150 150 150 24 47 94 loe 150 150 120 150 150 129 24 64 128 148 150 150 160 150 150 150 30 37 75 88 129 150 93 145 150 103 30 53 107 123 150 150 137 150 150 147 36 31 82 72 108 143 80 121 150 86 36 46 92 105 150 150 118 150 150 128 42 27 53 81 92 123 69 103 137 1 73 42 40 80 92 139 150 103 15O 150 110 48 108 23 47 1 54 81 108 60 90 120 64 48 36 71 82 123 150 92 138 150 98 54 21 117 42 1 48 72 98 53 8D 107 67 54 32 64 74 111 147 82 124 150 88 60 19 37 43 66 86 48 72 96 51 so 29 58 67 101 134 75 113 150 80 68 34 39 59 78 1 44 68 87 47 6 27 53 61 92 123 89 103 137 73 72 16 31 38 64 72 40 60 60 43 [481 25 49 57 85 113 63 95 127 68 78 14 29 33 50 88 37 68 74 40 ANCHOR/CLIP ANCHOR/CUP ANCHOR CLIP NOTE HORIZONTAL AdULL10N vEarlcAL Z MUUION MAZING PRODUCT 1 _�4 "� GLAZING . `•. ,.." PRODUCTo $ rY iVl M � C D E F G J GLAZING GLAZING M as N c M z z z 0 W � ` 2 o. U yy Z H W » (� yy H PRODUCT PRODUCT 3 C Z z 0 a a 0. .. v� tx x z 54 VW. Wd. Bile Blk Bk C.= can Calc. MH. to ANCHOR/CLIP 34 67 77 116 160 87 130 160 93 o o w HORIZONTAL MULLION 21 42 48 73 97 54 81 108 58 SPAN __�j 17 34 39 58 77 43 85 87 48 TYPICAL MULLION CLIP ARRANGEMENTS 1. FOR CLIP TYPES AND ANCHOK UUNUI I UMS Kh r trc TO SHEETS 5, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 12D IiK{; 144 A B rY iVl M � C D E F G H I M as N c M z z z 0 W � ` 2 o. U yy Z H W » (� yy H p Cb q p � ti V � � a 4Q- 4 `� co co C7 a E 2~ z C Z z 0 a a 0. .. v� tx x z 54 VW. Wd. Bile Blk Bk C.= can Calc. MH. 58 112 129 150 150 144 160 150 150 42 84 97 146 150 108 150 150 118 34 67 77 116 160 87 130 160 93 o o 28 58 85 97 129 72 109 144 77 24 48 55 83 111 62 93 124 88 21 42 48 73 97 54 81 108 58 19 37 43 85 88 48 72 96 51 17 34 39 58 77 43 85 87 48 15 31 35 53 70 39 59 79 42 o I 14 28 32 49 65 38 54 72 39 13 28 30 45 eo 33 5D 67 36 51 102 117 150 150 131 160 150 140 36 77 88 132 150 98 148 150 105 31 61 70 108 141 79 118 150 84 28 51 59 88 117 83 99 131 70 22 44 50 76 101 58 85 112 60 19 38 44 86 88 49 74 98 53 17 34 39 59 78 44 66 87 47 15 31 35 53 70 39 59 79 42 14 28 32 48 84 33 54 72 38 13 26 29 44 59 33 49 68 35 12 24 27 41 54 30 46 61 32 ,� 47 94 108 150 150 120 150 150 129 47 36 70 81 121 150 90 136 150 98 28 Be 65 97 129 72 109 144 77 23 47 54 81 108 60 90 120 64 20 40 48 69 92 52 78 103 18 35 40 81 81 46 88 90 48 16 31 38 64 72 40 60 8D 43 14 28 32 49 65 38 54 72 39 13 28 29 44 59 38 49 86 35 15D 17 34 39 58 77 43 65 87 12 23 27 40 54 30 45 60 32 11 22 25 37 50 28 42 55 30 45 9D 103 150 150 115' 160 150 123 34 67 77 116 150 87 130 16D 93 27 29 43 93- 124 68 104 138 74 22 48 78 103 58 87 115 62 19 EU3844 87 88 49 74 89 53 15D 17 34 39 58 77 43 65 87 48 15 30 34 52 69 38 58 77 41 13 27 31 47 82 35 52 69 37 12 24 28 42 58 31 47 63 34 11 22 26 39 52 29 43 58 31 10 21 24 38 48 27 40 53 28 PRODUCT REVISED as complying with the Fbdda Building Code Acaeptmoe No"1, � Expiration Date o com , A cm :'7 P .-- .. .. . . . .. .. . ••• • • • • ••• last r" .... . . . . . .. 5200 W. CENTURY BLVEF.: •: .:. '.' .:. ••: LOS ANGELES, CA 90045 •• • • • •• ••• •• Smooth / Wood Grain / Whi • ••' •' Grain . •••••••• Rustic / Mahog..any Sedes t Fiberglass Door INSWING / OUTSWING ::•x '[t. product " h .!. • ft - •' • ;: • andisin compffance2D10 Florida i i=•. • Code £BC. 3. When used in the 14VHr this product cOmPries with Section 1626 of the Florida Building Code ont require an knpact resistant coveft- _• •:rte•.. •. �•'- s ^• _• • '••• •-w r• •�., .•: >r •,;•■ • •�; 5. For 2x stud conshcHon, anchoring of these unffs shaH be the some as that shown for 2x buck masorwy • k Y.y_. not I 37-V MAX. OVERALL. FRAME WITH V LLJ Uj LU E' LU O O E $ ,p N.T'.S. N.T.S. t co E' Lr G V� $ ,p N.T'.S. N.T.S. fJK am BY. � PROM N04. FL- 15210.4LIM O _L OF 10 N ode • . • • • ••• 0.7" 0.41 .41 FF EXTERIOR d d �� d •• a s t. .4 • :0. • • CAP (PVC) .. .. . ....... HINGE STILE (LVL) 1 HORIZONTAL CROSS SECTION 2 Ar 35.75' DOOR WIDTH 2 2 J 0 ui = 1 4 2 x o O • SEE HARDW � TABLE j SEE HARDWAR TABLE LATCH STILE (LVL) See sheets 6 and 7 for muff point lock deter. RBERGLASS SKIN (0.125' MIN. THK:) __ _ (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) TOP RAIL (COMP.) ------------ ..,; -,�,... ,•,♦ • t.. •d,r, " •� •- y�" � �� °1:1.'1 �� 7;+ X. r See sheets 6 and 7 for muff point lock deter. RBERGLASS SKIN (0.125' MIN. THK:) __ _ (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) TOP RAIL (COMP.) G1 2 VERTICAL CROSS SECTION 2 E: 021612 N.T.S. a JK L W. LFS OM NO -- FL— 15210.4 O -- FL -15210.4 :Er - oF 10 %, ,•,♦ • t.. •d,r, r . d G1 2 VERTICAL CROSS SECTION 2 E: 021612 N.T.S. a JK L W. LFS OM NO -- FL— 15210.4 O -- FL -15210.4 :Er - oF 10 %, '; 3 6 FN I. LL 0 N i 0) 2 0 10 U m d 01 Lo U- 0- 0 0 0 L2. 1-1 N 0 U- CL U4 - a U m 'o i 24.27 MAX. FRAME WIDTH 20.x'MAX. D.L.O. WIDTH cu LUO g � O V ODL LITE FRAME 24" MAX. FRAME WIDTH 20.75' MAX. D.L.O. WIDTH r�P) RSL LITE FRAME . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 12 3 5/B° GLASS BRE . . ... . . :::a� 12.•'x:.: •j. . N)VERALL GLASS THK. I Ir ANNEALED GLASS . .. • • x0.09(° PVB INTERLAYER e �SAFLEX BY SOLLRIA •• • ' • • • 'vi" ANNEALED GLASS 4 AIR SPACE 1 /8" TEMPERED GLASS 40) (3) (12) INT. @yqLA DETAIL EXT. 1 /2n GLASS BRE 1-1 /4" OVERALL THK. GLASS - 11W ANNEALED GLASS - 0.09(° PVB INTERLAYER- -awS -SOL-4 ._.- 1 /8" ANNEALED GLASS - AIR SPACE 1 /8" TEMPERED GLASS -/ 1 /T NON -GROOVE SWIGGLE- w/ DELCHEM#80 POLYSULFIDE 1 /8" BACKFILL ro 13 ALUMINUM SPACER 16) ( 6 G2 GLALIrG DETAIL 15 t3 17) (40 3 EXT. FRAME gW. FRAME INT. FRAME 4 16 dAd1: FRAAAE E Z z P ��t5Nz 8® �ZN tj d ZOCep n �ccv•:atE .......................................................... ........................... ... ODL ± 75 RSL ± 60 EXT. 1 /2n GLASS BRE 1-1 /4" OVERALL THK. GLASS - 11W ANNEALED GLASS - 0.09(° PVB INTERLAYER- -awS -SOL-4 ._.- 1 /8" ANNEALED GLASS - AIR SPACE 1 /8" TEMPERED GLASS -/ 1 /T NON -GROOVE SWIGGLE- w/ DELCHEM#80 POLYSULFIDE 1 /8" BACKFILL ro 13 ALUMINUM SPACER 16) ( 6 G2 GLALIrG DETAIL 15 t3 17) (40 3 EXT. FRAME gW. FRAME INT. FRAME 4 16 dAd1: FRAAAE E Z z P ��t5Nz 8® �ZN tj d ZOCep n �ccv•:atE MATE: 021161112 scum- N.T.S. D• BY. JK c w. Br. LFS DROM NO.: FL -15210.4 OF z m z J of z a U z s J 7 m e1 O M ac 0 r wz m v c 0 0 �j a a MATE: 021161112 scum- N.T.S. D• BY. JK c w. Br. LFS DROM NO.: FL -15210.4 OF z m z J of z a U z s J 7 m e1 O M d; 3 E J 0 N Dd 0 � o 2I d.D 0 is U P a m q D Q d G m LL d ' d 0 D d CL i � a - O 0 L •E— d 4 O U O D t -1X MIN. EMB. (M.) L a. I • . ..• • . . ... .. .. . . . .. .• . . . . . . . • . . . CL 1-1/e MIN.o z q p EMB. (TYP.) o 0 a � x D a 5 5 • J q � 6 • • • • • ° • • ••• q � ° was ... q Z v DATE 02116112 A° le so • • • • • • • • JK q ° 3 CHL Byt US qDRAWW .•• W.. FL -15210.4 • •• . . . . %W 4 OF 10 .. .. . ....• . X ® 2 � O 4 4 A -,/ MY --� �-- CSyINK /�p 1 � � P •) IL INTERIOR 4"71.) -0.151 C SINK (IYP.) INTERIOR ,. • 11 W -s «.I zr� �oaz r- . N 0 d m a $ C4 E o xZ o 9�c g 5 q.20 did v° � z � J CL 1-1/e MIN.o z q p EMB. (TYP.) o 0 a � x D a a J q � 6 � ° e 6 q � ° q Z v DATE 02116112 A° q' N.T.S. � ° z q p 2 J q � ° Z v DATE 02116112 q' N.T.S. ° aSWLM ° m' JK q ° 3 CHL Byt US qDRAWW lz W.. FL -15210.4 0 %W 4 OF 10 " .. .. . . . .. .. . . . . . . . . . . . d Z . . ... . . . . ... 0 a Z n . . •• q/1 • .. N.T.S. JK t �,r LFS WIM No.: FL -15210.4 a `� mr 5 of 10 ...fs •• • • • •• • • •• 0 tL1 I F d Z a Z n n z° ° m' 3 � E 0211 q/1 2 N.T.S. JK t �,r LFS WIM No.: FL -15210.4 a `� mr 5 of 10 1 1 I MANUAL. RAISED TONGUE GEAR SYSTEM Olmrt- ror, F 22 HOME MUIfl-POINT tOCKSET 3-Po*tt'Tonwe O o 1" d v ch YAUL17-POW STROCE nATE 2X BUCK [ 58 03 s a 0 O z � 23 � til 2X BUCK 38 s J 1 X BUCK H O z 1 1 I MANUAL. RAISED TONGUE GEAR SYSTEM Olmrt- ror, F 22 HOME MUIfl-POINT tOCKSET 3-Po*tt'Tonwe O o 1" d v ch YAUL17-POW STROCE nATE 2X BUCK [ 58 1 X BUCK H m 0 z � 23 � 25 2X BUCK 38 1 X BUCK H O z n° i ° m' 3 B: 02116112 �o `n 2X BUCK�$ LL- N. T. L Br JK 1 X BUCK H WM NO - FL -1521 0.4 1231 rr 6 oFj - 006 00 00 0 0 10 1411 a so 0 00 0 1 1 I MANUAL. RAISED TONGUE GEAR SYSTEM Olmrt- ror, F 22 HOME MUIfl-POINT tOCKSET 3-Po*tt'Tonwe O o 1" d v ch YAUL17-POW STROCE nATE 2X BUCK [ 58 . SMKE JAMB ri z 1 X BUCK H m 0 z � 23 � 25 2X BUCK 38 1 X BUCK H O z n° i ° m' 3 B: 02116112 �o `n 2X BUCK�$ LL- N. T. L Br JK 1 X BUCK H WM NO - FL -1521 0.4 1231 . SMKE JAMB ri z m a z � O z n° i ° m' 3 B: 02116112 LL- N. T. L Br JK G BY: LFS WM NO - FL -1521 0.4 rr 6 oFj 13 0 Goo (wrfP-) 7 ._1 . 0 : 0 a -V . : : 1 0 :so 1 TYP. HEAD so 00 & JAMBS MASONRY7— OPENING 2X BUCK—\. Li BACK ANCHORING hHOR NOTES. STRIKE JAMB 41 SEE HINGE 2X BUCK DETAIL (TYP.) G I X BUCK MASONRY7— TYP. HEAD & OPENING JAMBS 1. Substituflon of eq I concrete anchors fr different supplier may have different edge distance and cent istance require ncrete anrJ1,11,11jor -nW,-1-7e--acffustedto-maintakLthe n -nit—edge distance to mortar joints. Concrete anchor locations noted as "MAX. ON CENTER" must be acrjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: h. .. ............................................ ....... ......................... . ............. .I ............................ ......... --, .... ................. ........ ............................................ ............................ . . ............ ................................... • .....................: ................................................ ........................................................ ............ ........... . ..................................... ;:.*.,:.,....:::::.*.*.'.*.*::.*.'.*.*.,I . --.40 .. Ak . C. ..A..0 ...R. A'I.A ................................... . .......... ITW 1/4" 11-1/4" 2-1/2" 3" ELCO VIC 1-1/4a in Ir ITW 3/16" 1-1/14" 2-5/87 2-1/4" 2X BUCK 58 I X BUCK M 27)- FRAME 2X BUCK--\ ADA SILL ONLY FRAME ANCHORING Masonry construction IX y- � 2X I X BUCK t. 2X BUCK MIN LATCH & DEADBMT DETAIL HINGE DETAIL Irswing 1X 2X to 0 04 —T to Ld HINGE JAMB HINGE DETAIL outswing E021612 U- N.T.S. L By X L BY- LFS un No.: FL— 15210.4 rr -8 of .10 O FN �2 I. LL. 02 ca 3: ci 1-e 10 01 LO U- Q - Q. .1.1 12 0 U - U 0 2 U CL CWTSMG THRESHOLD UP (QOSR) OUMMMG THRESHOLD 34 M a� OL ig Dam 81 ToMumb! High Dam (58 1) OWSMIG THRESHOLD UP (GOSH) ( WTMNG THRESHOLD MColumblo (575) 4.56" iJ 2AC 2.13"—� POLY FIBER JAMB Plastpro 4.56" 2.3e 2.2" 5.62' 5.6T Cy- cs 0.57 rw".41 "Ird ---- ---------- A F®R A FIA04, INSWING THRESHOLD bidura (Z-Sedw) INSWING THRESHOLD Columbia .0 4.56" i 0 WOOD JAMB 4.56" — 24 ADA THRESHOLD UP 2.088" 0 DOOR BOTTOM SWEEP co o z tj z o c .4 z p(4- 0 c a x -6 IL a Lc ci 3 E- 02116112 M N.T.S. Bir: JK L BY LFS NM 140.: FL— 15210.4 :Er 9 OF 10 0 �9 • • • • • • • • • • • • ••• • • • • ••• 9 - (TYP MA�TIFAUM ALLOWABLE- PRESSURES] LLOWABLE D SE LGN PRESSURES: +64 PSF —64 PSF qtlgEmm rid -QA MIAM DADE COUNTY: 3.25' Y MAX AT & JAMBS iii 2. POSfiVE AND NEGATIVE DESM PRESSURES %IAL. BE 1. THE DOOR SCREEN SYSTEM DESCRIBED HEREB+i HAS CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE. BEEN DESIGNED ANO TESTED IN COMPLIANCE WITH THE 2010 3. INSTALLATION OF ALL UNTIS SHALL AUAW FOR FLORIDA BULOW CODE AND TEST PROTOCOLS TAS 201, RESPECIK SIM SEPARATION FROM atAzm AS NOT® 202 & 203. THIS SYSTEM MAY BE USED WCTIM THE RGH ON THIS PAGE. REF SECTION DEIA1LS FOR DESCRIPTION OF Vt1OCITY HUR WNE ZONE (HVHZ) AS WELL AS THROUGHOUT THIS DISTANCE. THE STATE OF FLORIDA 4. MULTIPLE UNITS SHALL BE INSTALLED USING APPROVED ALM" STRUCTURAL FRAW OF ALLOY 6063-T5 WN). 02 9 " MAX SPACING 3' MAX AT FRAW SHALL MEET ALL APPLICABLE IMPACT & WINOLOAO (1YP HEAD & SILL) HEAD. SILL & JAMB CRNTEfhk AND SHALL BE INSTALLED PER RESPECTIVE PROM APPROIA DOCUMENTATION. 5. THE SYSTEM DETAILED NJW IS GENERIC AND DOES NOT - -- - - - PRUDE NNFORMtATION FOR A SPECIFIC SITE FOR SITE CSS OEFFEREM FROM THE COf1T}ITt{IS DErMLED i HEREIN, A PRMSSIDNAL ENGIIFER OR REGISTERED ARCHITECT Still. PREPARE SITE &%MIC DOCUM M'S. \ u fl ; EXISTING STRUCTURE TO WITHSTAND SUPER11MED LOADS. 7. PERIMETER $10ARE TUBE MAY BE #0ORED TO _ VERTICAL FXV7ACE WOn OF FIOST STRUCTURE. B. SOW MAY BE *STALLED UL7RTICALLY OR HOIRZONTALLY (AS SH 'II THS PAGE). SYSTEM NOTES � i a C cc 1. FRAME &'PM CONSTRUCTIM EXTRUI)ED a i ALUM FRAME COMM ARE MITERED, a 34 5 14&MAX 0,L0. ; z_ 2. FROE DOES COMAIN MULTI POINT Oma: STAINLESS STEEP. 1 TYPICAL ELEV2!f Q SCALE m hNA HINGED DOOR HURRICANE SCREEN GENERAL NOTES : 2. POSfiVE AND NEGATIVE DESM PRESSURES %IAL. BE 1. THE DOOR SCREEN SYSTEM DESCRIBED HEREB+i HAS CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE. BEEN DESIGNED ANO TESTED IN COMPLIANCE WITH THE 2010 3. INSTALLATION OF ALL UNTIS SHALL AUAW FOR FLORIDA BULOW CODE AND TEST PROTOCOLS TAS 201, RESPECIK SIM SEPARATION FROM atAzm AS NOT® 202 & 203. THIS SYSTEM MAY BE USED WCTIM THE RGH ON THIS PAGE. REF SECTION DEIA1LS FOR DESCRIPTION OF Vt1OCITY HUR WNE ZONE (HVHZ) AS WELL AS THROUGHOUT THIS DISTANCE. THE STATE OF FLORIDA 4. MULTIPLE UNITS SHALL BE INSTALLED USING APPROVED ALM" STRUCTURAL FRAW OF ALLOY 6063-T5 WN). 02 9 " MAX SPACING 3' MAX AT FRAW SHALL MEET ALL APPLICABLE IMPACT & WINOLOAO (1YP HEAD & SILL) HEAD. SILL & JAMB CRNTEfhk AND SHALL BE INSTALLED PER RESPECTIVE PROM APPROIA DOCUMENTATION. 5. THE SYSTEM DETAILED NJW IS GENERIC AND DOES NOT - -- - - - PRUDE NNFORMtATION FOR A SPECIFIC SITE FOR SITE CSS OEFFEREM FROM THE COf1T}ITt{IS DErMLED i HEREIN, A PRMSSIDNAL ENGIIFER OR REGISTERED ARCHITECT Still. PREPARE SITE &%MIC DOCUM M'S. \ 6. PGW HOtAER SHALL VERIFY THE ADEQUACY OF THE fl ; EXISTING STRUCTURE TO WITHSTAND SUPER11MED LOADS. 7. PERIMETER $10ARE TUBE MAY BE #0ORED TO _ VERTICAL FXV7ACE WOn OF FIOST STRUCTURE. B. SOW MAY BE *STALLED UL7RTICALLY OR HOIRZONTALLY (AS SH 'II THS PAGE). SYSTEM NOTES � a a C cc 1. FRAME &'PM CONSTRUCTIM EXTRUI)ED a i ALUM FRAME COMM ARE MITERED, a 34 5 14&MAX 0,L0. ; z_ 2. FROE DOES COMAIN MULTI POINT Oma: STAINLESS STEEP. GRADE IiMESH S UP OF 3D4 lel TEH6W / i `ai STAINLESS STEEL. WITH 0 CAW STRANDS AR RMW 10 STRAAIDS BY 10 STRNGS PER SQUARE $0 ��.--,.-;--- --- THE MESH ILFO12NA110N IS DFSCRED IN SUET 5 4. THE MESH 15 ATTACHED ONTO THE MAN FRAME 1. 401WPANEL V1111TH BY A ff"ABLE &WM, MW WITH TAMPER 13/16* MM FRAME WIDTH RESISTANT SECURV 00 SCREW ) _TYPICAL ELEVATION WITH MIDRAIL 01 SCALE am F.LEV ALL DIMENSION IN INCHES M onufocturer: «: ;safe Crimsate North America PO Box 2440 Eaton Park FL 33840-2440 Phone: +1 863 510 0188 Fax: +1 863 665 0485 Product: HINGED DOOR HURRICANE SCREEN Engineering: Dote: 24 Sep 2010 Scale: LVE► Design try: CRIMSAFE PRODUCT es wm#3't Uft"Hodu BAS Ab Jz --O .01' browing Number MD-301—STD Sheet 01 of 08 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ...... ..... .... . . . ... . . ... . ... . 9 " MAX SPACING (7YP HEAD & SILL) 1 TYPICAL ELEVATION 1 SCALE EXTER ELEV AXIMUM ALLOWABLE +64 PSF —64 PSF MIN SEpERAiiON FROM MAM MIAMI DOE COUNTY. 3.25' MAX AT %L & JAMBS s HINGED DOOR HURRICANE SCREEN GENERAL NOTES 1. THE DOOR SCREEN SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE AND TEST PROTOCOLS TAS 201, 202 & 103. THIS SYSTEM MAY BE USED WITHIN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AS WELL AS THROUGHOUT THE STATE OF FLORIDA. TYPICAL ELEVATION WITH MIDRAIL Q1,J SCALE EXTER ELEV 111 2. POSITIVE AND NEGATIVE DESIGN PRESSURES SHALL BE CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE. 3. INSTALLATION OF ALL UNITS SHALL ALLOW FOR RESPECTIVE MINIMUM SEPARATION FROM GLAZING AS NOTED ON THIS PAGE. REF SECTION DETAILS FOR DESCRIPTION OF THIS DISTANCE. 4. MULTIPLE UNITS SHALL BE INSTALLED USING APPROVED ALUMINIUM STRUCTURAL FRAME OF ALLOY 6063-T5(MIN). FRAME SHAIrL MEET ALL APPLICABLE IMPACT & WINDLOAD CRITERIA, AND SHALL BE INSTALLED PER RESPECTIVE PRODUCT APPROVAL DOCUMENTATION. 5. THE SYSTEM DETAILED HERON IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DEFFERENT FROM THE CONDITIONS DETAILED HEREIN, A PROFESSIONAL. ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS. 6. PEINIT HOLDER SHALL. VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 7. PERIMETER SOUARE TUBE MAY BE ANCHORED TO VERTICAL. FACE('FACE MOUNT) OF HOST STRUCTURE. & SYSTEM MAY BE INSTALLED VERTICALLY OR HORIZONTALLY (AS SHOWN IN THIS PAGE). SYSTEM NOTES 1. FRAME & PANEL CONSTRUCTION: EXTRUDED ALUMINIUM FRAME CORNERS ARE MITERED. AND SCREWED. 1. FRAME DOES CONTAIN MULTI POW LOCK HARDWARE. 3. MESH CONSTRUCTION: STRESS STEEL GRADE MESH IS MADE UP OF 304 'HIGH TENSILE" STAINLESS STEEL, WITH 0 0.035" STRANDS ARRANGED 10 STRANDS BY 10 STRANDS PER SQUARE INCH THE MESH INFORMATION IS DESCRIBED IN SHEET 5. 4. THE MESH LS ATTACHED ONTO THE MAIN FRAME BY A REMOVABLE ALUMINIUM CLAMP WITH TAMPER RESISTANT SECURITY HEAD SCREW ALL DIMENSION IN INCHES Manufacturer: Product: HINGED DOOR HURRICANE SCREEN Engineering: � Ir�.Oas�n m'd Nft face aaaad dm mado aft Pn/11 onpl W&I ., av rm 1.1 Date: 24 Sep 2010 Scale: NA ppUCTCf R MDg�e(sig}y. n bC'�'RIIMSpAE �FF si F ED SION $�eWlth the 1Glond Amnce —O •03 JS ' � �- Drowing Number MD-301—STD Sheet 02 Of 08 N I . . ... . . . ... .. .. . . . .. .. . am US= 1. M SM sun to or . . . . • . . . . . . ....... .... • •• • •• •EM 01ST TW ER STRUC[URE / • • • . • . • • ATTACHMENT TO WOOD ANCHOR TABLE: 01 VERTICAL. CROSS SECTION 02 SIDE HURRICANE STANDARD DOOR v MIN SEPARATION FROM GLASS PANEL Npm M COUNTY: in" INTMOR ALUMNI.&& OR STEEL 5TRUCTURE jam' // j/ ! ATTACHMENT TO ALUMINIUM OR STEEL TYPE STRUCTURE MIN EMBD. 3/18' CMM OR HMON BL= W0 13 IMSE mom 1*. = we SPA= W r $12 SELF TAM AWN OR STEEL mit amt 9N Or SM MIX Wei am US= 1. M SM sun to or 10W /MKR BI>f1 UN 1 3X IM 0M 1 VI SM SPAM 10 it t1OTE: DMAT011 SHOti'UO IS FOR 10M f M COtMIL 01111 AW ALIM M. STEEL. IM AS 511" CONCRETE STRUCTURE ATTACHMENT TO HOLLOW. BLOCK OR CONCRETE ALL DIMENSION IN INCHES Manufacturer: (? Ap Crlmsafe North America PO Box 2440 Eaton Park FL 33840-2440 Phone: +1 863 510 0188 Fax: +1863 665 0485 Product: HINGED DOOR HURRICANE SCREEN Engineering: tog— I imm dra�no�laMMrirtlhtes¢ai 0 Date: 24 Sep 2010 Scale: NA Design by: CRIMSAFE PRODUCT CONTROL OMSION PRODUCT REVISER es complying with the FTor3ds &tildiAg Cflde � 1S Drawing Number MD-301—STD Sheet 03 of 0s . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... i i i•• i TIMB&SAUCIRE i• i -2.4 I • •.• • ••• • ALUMINIUM OR SrM STRUCTURE O O C I. o WN S PAWON o WN SEPARATION FROM gLASS PANEL FROM GLASS PANEL 9M lbtOE CMW. 3.25 � c ISL DAM CWW IV /�— MM EXTEI OR is INTERIOR C�- 0 0: I. I' N ol ATTACHMENT TO W000 ANCHOR TABLE: ATTACHMENT TO ALUMINIUM OR STEEL TYPE STRUCTURE NUN EMBD. VERTICAL CROSS SECTION at to am L �„ SIDE HURRICANE STANDARD DOOR 3/L�'um ELF WN am" M Sia motet M MN 3�8' Im SIM IMS nva 11. in SW YM TO r �� MW /MR vMH MN 13/$` WX- NSTALIATIOH SM6 FM i� RW i8Mz=I,.9MMv"=Mr COaam CIA! ANO AtUf K SLID. Ta /S 9" Manufacturer: STRICTURE (? to Crimsafe North America PO Box 2440 Eaton Park }3�[ FL 33840-2440 Phone: +1 863 510 0188 Fax: +1 863 665 0485 i Llroor 01 ATTACHMENT TO HOLLOW BLOCK OR CONCREUI ALL DIMENSION IN INCHES Product: HINGED DOOR HURRICANE SCREEN Engineering: RA I Rei. Ltesai = (Date: 30 June 2010 Scale: NA Design by: CRIMSAFE PI gLk,qN IMUION as complying wi& the Film Building Cade Acceptance No of z " 0 6 Drawing Number MD-301—STD Sheet 04 of 08 03 0 0 11 . .. ... . . . ... .... . .....• 112 MF LWIM 4MMM CR STEEL &= = to . . . . . . . . • . . am am= It =a W= 10r • • XX ANCHOR TABLE: IMOVERTICAL CROSS SECTION SIDE HURRICANE STANDARD DOOR TYPE STRUCTURE MIN EMBD. 3/16' 1 11EaI ! ImIm EDGE ama 11. w SCO SP m To 9' 112 MF LWIM 4MMM CR STEEL &= = to 5/6` SIM WK smu EDGE Dal= 1. In SC6E8 SP= To r rDw= /MW M 16x1 , 3�• am am= It =a W= 10r 0E 91SUM SON 5 FOR W= > 0111 A>+91 AL1119N K SIM •flIBE AS SIM Manufacturer: l r Crimsafe North America PO Box 2440 Eaton Park EL 33840-2440 Phone: +1 863 510 0188 Fax: +1 863 665 0485 UZ MR14UI WRL VnUa3 ;)cU11UN O SIDE HURRICANE STANDARD DOOR Q O9 O9 s _ ALL DIMENSION IN INCHES Product: HINGED DOOR HURRICANE SCREEN Engineering: /'K talc � 9• raved to Date: 24 Sep 2010 Scale: NA Design by: CRIMSAFE PRODUCT CONTROL DPAStON PRODUCT REVISED complyMg with ft Flosdda OWdh* Code Accep=w No – O-4 .O E414t on Date 10 4Ze 4tS Drawing Number MD-301—STD Sheet 05 of 08 r • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • .... . . . ... BILL OF MATERIAL ITEM • • • • • • • MATERIAL QTY D t Door Frame DIA ; ; ; ; • • ; ; 6063—T5 4 t02 Standard Clamp W 6063—T5 6 Door Budd Out Frame 6063—T5 3 ® Face fount Door Buildout 6063—T5 3 Door Corner 02ACNR 6063—T5 4 Crimsafe Bug Seal and Retainer 6063—T5 1 Santoprene Insulator Santoprene 4 Q Teso Tape — 4 ® Woolpile — 4 09 #10 X 1 1/2" —18K Stainless Steel 30 1O #8x13/32" —1801 Stainless Steel 270 t t #80/8" —18E Stainless Steel 11 C Hinge Steel 4 tt3 Multi Point Lock Syetem Steel 1 t4 6/4" Rivets Stainless Steel 27 ® Plastic Comer Key Plastic 2 ® Frome Corner5take 6063—T5 2 ) Patio Bolt Steel 2 Crimsafe Door Midrad 6063—T5 1 to 5/4" Rivets Stainless Steel 32 t9 Cover—OBB 6063—T5 3 ANCHOR NOTES: 1. ALLOWABLE ANCHORS SHALL BE AS LISTED IN APPROPRIATE ANCHOR SCEDULE AND SPACED SHOWN ON SHEET I ELEVATIONS. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES RECOMENDATIONS. MINIMUM EMBEDMENT DEPTHS AND EDGE DSTAirCES SHALL APPLY AS MM IN APPROPR ITE ANCHOR SCHEDULE. 3. S151EM MAY BE RMALLED TO CONCRETE, HOLLOW BLOCK, WOOD, STEEL OR AN APPROVED IMPACT RESISTANT ALUMINUM FRAME OF ALLOY Wa-75 (MW). FRAME SHALL BE INSTALLED PER RESPECTIVE APPROVAL DOCUMENTATION. 4. WHERE DOM STRUCTURE S MOOD FRAMING, EXSTIVG CONOITfM MAY VARY. FELD VERIFY THAT FASTENERS ARE INTO ADEOLATE WOOD FRAM MEMBERS. NOT PLYWOOD. 5. WHERE WOOD SCREWS FASTEN TO NARROW. FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL (MIN) WOOD STUD (19mm EDGE INSTANCE IS XTEPTABLE FOR WOOD FRAME 4 AND SHALL PENETRATE l.5" MIN WOOD STUD SHALL BE 'SOUTHERN PINE" G --O.55 OR GREATER DENSTiY, WOOD SCREW SHALL HAVE PHIL LIPS PAN HEAD OR HEX HEAD. 6. MENINUM DWMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM; BMC(, AND OTHER WALL FINSHS. 7. ALL SCREW TO ALUMINUM SHALL BE INSTALLEO WITH FULL THREAD PENETRATION AND MINIMUM 0.5" EDGE DISTANCE TO APPROVED 6VZ-T5 (MIN) ALUMINUM FRAME (0.125' MIN THICI(NESS). " 0.035 )rp direction) (Weft direction) WARP= 10 STRANDS FOR 1" SCREEN INFORMATION ALL DIMENSION IN INCHES Manufacturer: r � safe, Crimsafe North America PO Box 2440 Eaton Park FL 33840-2440 Phone: +1 863 510 0.188 Fax: +1 863 665 0485 Product: HINGED DOOR HURRICANE SCREEN Engineering: Dote: 30 June 2010 Scale: NA Design by: CRIMSAFE PRODUCT. CONTROL DMSION PRODUCT REVISED as compbdnq with the Florb BuUdipgCode Drovoing Number MD-301—STD Sheet 08 of 08 •03