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WS-14-1220BUILDING Miami Shores Village I,� Building Department JUN 2014 110050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 111� INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION {'u f, t �*466 ur� li® � , §0� ®-� ``''� /'FBC 201Q Master Permit No.(�yS I `I —122 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION DRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: 391 NE ST i?, E ET City: Miami Shores County: Miami Dade Zip: 32 1 Folio/Parcel#: 3G — n 13 " Qa-n Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): PAru I A TA C- kSON! Phone#: bo®) Address: G� % WL j c>A s L City:I�p t'r 5 State: Zip: 3-2� Tenant/Lessee Name: Phone#:(�<) :-I C' Email: O ckokx -bLdnAo! �/f nQ SA j Q �((� Q j CONTRA OR: qCmpany Name: &,K l%W 4V-&A� �M'r'i�i 'v'`Phone#:y70 (r-1Icy�"Address: r (00 1" l ( S�' City: Qualifier State Certification or Registration DESIGNER: Architect/Engineer: 100 511 of Competency #: Address: (Q�47 Nuj i3^v Z"'V-c City: 's-1 %o-ov State: Zip: Value of Work for this Permit: $ /rgoo Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New LJQ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Notary $, Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $, Technology Fee $ TOTAL FEE NOW DUE $ �. 0 U Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip M 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 vc promise in good faith that a copy of the notice of commencement and construct11tenwhose property is subject to attachment. Also, a certified copy of the recorded nofor the first inspection which occurs seven (7) days after the building permit is inspection will not be approved and a reinspection fee will be charged. il Signature Owner or Agent (ice's The foregoing instrument was acknowledged before me this day of 20 M by who is personally known to me or who has produced As identification and who did take an oath. NOTA RYI ARMANDO J ALvAREZ °= MY COMMISSION # EE86W76 EXPIRES January 06, 2017 Sig Print: My Commission Expires: em"exceeding $2500, the applicant must roc re win oe aeuverea ro me person ,n ent must be posted at the job site h absence such p d notice, the Contractor The for oing instr ment as ac owledged efore m this day of 20N by� who i persona known to me who has produced s i tification and who did take an oath. "arella Mana Vlia NOTARY P LIC: c, NOTARY PUBLIC STATE OF FLORIDA Coram# EE110643 Sign: E9�Expft 7/10/2015 Print. My Commission Expires. 1 *� �16*F *x�***x�*****�*� APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) opni3 -5- Loc a I Business Tai Receipt Miami -Dade County, State 0f Florida THIS IS NOT A BILL - DO NOT PAY 5915211 BUSINESS'NA IULOCATION RECEIPT NO. EXPIRES W & R CONSTRUCTION GROUP INC RENEWAL SEPTEMBER 30, 20' 4 7946 fiIW 66TH S? 6170278 Must be displayed at place of business MIAMI FL 33166 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. *YPE OF BUSINESS PAYMENT RECEIVED W & R CONSTRUCTION GROUP INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR' Worker(s) 1 CGC1509982 $75.00 07/17/2013 FPPU11-13-001982 This focal Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license. permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles -IVliami-OadeCode Sac Ba 003039 For more information, visit wvaw.miamida a novltilxca lector Local Business Tax Y> ReCie t Miami -Dade Count State of Florida -THIS IS NOT A. BILL - DO NOT PAY 6118251 SUSINES&NAMElLOCATION RECEIPT NO. EXPIRES W & R CONSTRUCTION GROUP INC RENEWAL SEPTEMBER 30, 20"14 7946 NW 66TH ST 61381255 Must be displayed at place of business MIAMI FL 331,66 � t Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS W & R CONSTRUCTION GROUP INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CCC132$1$7 BY TAX COLLECTOR Worker(s) t $75.00 07/17/2013 FPPU 1 1-1 3--001 977 This local Business Tax Receipt only confirms payment of the local Business Tax. The Receipt is not a license. permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nas®overnmentalregulatory lavas sad requirements which apply to the businem The RECEIPT NO, above must be displayed an all commercial vehicles- Miaoli-Oads Code Sec Ila -M, Far afore informatiort visit www.mismidada gtrlta Md[e _%A 10/06/2014 15:50 305-273-4409 Jessica Perez Page 1/2 CERTIFICATE OF LIABILITY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE °A 0/14NY) EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2ND AVE INSURANCE 6/ PRODUCER Insurance Professional Consult AUTHORIZED REPRESENTATIVE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 10481 SUV 88 St Ste. D-204 Miami, FL 33176 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # Phone (305) 273-4530 Fax (305) 273-4409 INSURED W&R CONSTRUCTION GROUP, Inc INSURERA: ARCH Specialty Insurance Company INSURER B: Progressive Express Insurance Co. 7946 NW 66TH STREET INSURER C:INSURER MIAMI, FL 33166 D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADVIL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMD/YY POLICY EXPIRATION DATE MIDD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A ❑ Q COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE Q OCCUR ❑ AGL002188-00 07/01/13 07/01/14 PREMISES Ea ocwEeence 100,000 MED EXP (Any one person) 5,000 PERSONAL &ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 ❑ GEN'LAGGREGATE LIMIT APPLIES PER. ❑ POLICY ❑ PROJECT ❑ LOC PRODUCTS- COMP/OPAGG 2,000,000 AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS 08370495-1 01/04/14 01/04/15 COMBINED SINGLE LIMIT Ea accident B ❑ © SCHEDULED AUTOS ❑ HIRED AUTOS BODILY INJURY 100,000 (Per person) ❑ NON OWNED AUTOS © COLL: $500 BODILY INJURY 300,000 (Per accident) PROPERTY DAMAGE 50,000 (Per accident) COMP: $500 ❑ GARAGE LIABILITY ❑ ANY AUTO AUTO ONLY- EA ACCIDENT OTHER THAN EAACC AUTO ONLY: AGG ❑ EXCESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE EACH OCCURRENCE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ❑WC STATUMIT- ❑ OTH- ANY PROPRIETOR / PARTNER/ EXECUTIVE OFFICER/ MEMBER EXCLUDED? E.L. EACH ACCIDENT E.L. DISEASE- EA EMPLOYEE If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE- POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS General Contractor License CGC1509982. Specialty: Accordion shutters installation. PCGTI GIf�ATC uAl n l aa1! =l 1 AT ^kl 0 ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF MIAMI SHORES EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2ND AVE THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI, FL 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE FAX: 3057568972 ECORn 96 t7nminoi ne 0 ACORD CORPORATION 1988 -2- Miami shores V 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,Qu a be personally liable for the worker compensation injuries 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. Owner Print Name: State of Florida ) t State of Florida ) County of Miami -Dade ) County of Miami -Dade) Oct to ansubscribed before me this ©a day of &) , 20 Sworn to and subscribed before me this y of , 20 . By AIL �A�� 1ALVARIEZ t;E8580 E ° MY # MR�tS I 7 M CO a� 06.201 z I * MY Co IO o 0 OC.2 17 (SEAL) ,:: a� (S AL) nua►Y Tvae of Identification produced '•° >r a�' �_ �,nnwtan°-�" ®'' '� vpe of Identifica f " ce w_ wsNoi�NgO_ • , 1 z JEFF ATWATER �w,,,x,.s CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW " CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law, EFFECTIVE DATE: 1/1312014 EXPIRATION DATE: 111 312 01 6 PERSON: UZCATEGUI ROMMEL L FEIN: 203348450 BUSINESS NAME AND ADDRESS: W 8 R CONSTRUCTION GROL WE RETROFIT ROOFING'.NC 10900 NW 67 ST DORAL FL 33178 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440 05)14). F.S.. an officer of a corporaWn vA0 elects exemption from this chapter by using a cen4icate of atect on under this sectron may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(121. F S. Certificates of election to be exempt... apply only w thm the scope of the businessortrade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of elector to be exempt snap be subject to revocation it. at my time after the filing of the notice or the issuance of the cenificdte, the person named on the notice or cendicale no longer meets the requbements ot this section for issuance of a certificate. The department shall revoke a certificate at any time (Or failure Of the person named on the caniticate to meet the requirements of this section DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 Q � ' �� INSR r1a�rP� ON, �► +� INSPS noN ���€ " iIW.�R Zor►ing Final Z MMC CO Rqugh . Water Serve ns ist Lift ' ��" ns gni Lift T Cut arrt Fire � rinklers �a#ors. � Se is TarrlC -9ew-er heathiri Hook -u Roof Drains ;W oors ELECTRICALGas Framin INSPEC"ON " DA NSR LP Tatif� 7-7 ion Temporary Pots ' Well Grid- 30 DayTem ra Lawn S rinklers -; Pool Bandin" Main Drain'' A Pool Deck'Sondin Pool Pi in ath Pool Wet Niche Backflow Prevento Wel Unde round . Intercept"" eok Footer Ground Gatch Basins 'oot Slab Condensate Drains ence Wall Rough h HRS Final Enclosure Ceiling Rough gay .. Rough PLUMBING COMMENTS �a $ase Tetaa hone Rough Tele hone Final n Pr ;ess TV Rough P "sss TV Final toot Cable Rou h rs A t Cable Final butters Intercom Ro h a'td erttraila " . Intercom f*ihal `NICAL INSpEGfiION RAIFIi. INSP Alarm Rough' rri ahr Alarm Final Underground Pipe ire Alarrrl:Rpugh ;Alarm Final Rou h t C it 961vice work"w ► a tion $unre Ventilation Sough Jnit tae' rt E� IC QIWINi Hoch Rough pan Certificate pressure,Test _ ttlrrre Incl Vend"atlorr` iCe, Miann�t Poll Hetet r esrt: nA' arr 16AI.Vactlurn ` . t.r'iv: ZU 14U00 iaoZ ODUn ZyZI r rHUt DATE:08/20/2014 11:08:41 AM HARVEY RUVIN, CLERK OF COURT, MIA -D/ PER%IITN[sMBER: WS -6-14-1220 NOTICE OF COhOWENCENEN 1 The unders:gned lereby;ver; notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Cort? encernent. 1. DESCWF ION OF 4 a ef's (I.,egal description w street address. if available) TAX FOLIA} N€3.: 11-2136-013-0290 sumvisioN MIAMI SHORES SEC 5 BLOCK _23-24 LOT BLDG UNIT 391 NE 103 ST MIAMI SHORES FL 33133 %. GENFERAL E.t'sCI'I'?'TIeON OF ITAPROVEMEA+T: REPLACE WINDOWS AND DOORS - 3. ownp a. Name G A�& A irt4b i..kW q C 1LIOV-1 c. Interest in property b. address d. Nine andel address of fee simple atleholde(r (if other ti -an Owner) rr,.f sa POr4 a— 10900 NW 67TH STREET DORAL Florida 33173 A.?4n PHONE NU. -MBF R, AND WND s W0,, NT: 6. 7. Persons within the Sate of Ficrida designated by Owner upon whoa notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida S-atutes: 8. In addition to hirrsel F or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida. Statutes: ?3�aa �,.3 uSK* sa a;4t� iI irF ? €tMI`sER 9. Expirations date of notice ofcor mencement (the ex-oiration date is : year from the date of recording unless a different date is specified): ---- -- 2rJ WARNING TO 0WIN a: ANY PAY. E NTS MADE BY `rHE OWNERAFTER THE EXPIRATION OF THE NOTICE. OF COMMENCEMENT AgL CONSIDERED IPAPRO ER PA1"M"NF'S UNDER CHAPTER 713 PART t SEC'''ION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYRNG TWICE FOR IMPRCVEN4ENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT VMUST BE RE ORDER 4ND POSTED ON T E jQB SITE BEFORE THE FIRST iNSP. CTION. IF YOU INTEND TO OBTAIN FINANCING. CONSUL WITH YOUR r ENDER OR ANT ATTORNEY BE -FORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I meprint Name and, Provide SiVatory's Tale/Office .1'�V�v'�$^6 Q•'s �'cE Le'°°®i'$�I'.n� C."'�£;.0 ��:1'H�'.I:d`EI•i Lt°/1e�`d• 3 il�ieh'r i�;��9a<���' .r.. -•..,,,...-y �. ARMa NDN J �aL VAREZ I Sure of iarida COUNTYOF MIAMI DADE '= MY COMMISSION # EE858076 EXPIRES January 06, 2017 �40T) Mallota cam The foregoing �E ument tiaas aclamowledged � orc isle t.lis 9v PAULAJACKSON as OWNER (name off' person; i ;t'pe of a:rthority,...e.g. ofilcer, trustee, attorney in fact) M r -I 0 N r-1 r_4 0 r_q 'C CU y a x a Q 4 L 1ECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 5/21/2014 Project No. 2014.005 Company Name': OCEAN DOORS AND WINDOWS Designed By AA Address 7100 NW 72ND AVE Description INSTALL WINDOWS & DOOR City MIAMI Customer Name OWNER State FL 33166 Proj Location 391 NE 103 ST File Location: C:\Users\Armando\Documents\Afe Work\Plans\Midder\2014.005 391 NE 103 ST \Calculations.wnd El El Gable of 7 < 0 -c-- 45 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256 *VA 2*Khcc*Kht*Kd 0.85 33.94 psf �EDGAR S. MUNOZ CONSULTANT 241 !¢ 6623 F 173RD LANE MIAMI FL 33015 LICENSE # 50051 Width of Pressure Coefficient Zone "am = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft"2 GCp GCp psf psf -------------------------------------------------------------------------- W1 6.16 4.16 25.6 4 0.93 -1.03 37.60 -41.00 W2 4.41 4.16 18.3 5 0.95 -1.31 38.47 -50.47 W3 3.08 3.16 9.7 5 1.00 -1.40 40.05 -53.63 W4 1.58 3.16 5.0 4 1.00 -1.10 40.05 -43.45 W5 3.08 4.16 12.8 5 0.98 -1.36 39.41 -52.34 W6 3.08 4.16 12.8 5 0.98 -1.36 39.41 -52.34 W7 4.41 3.16 13.9 5 0.97 -1.35 39.19 -51.90 D1 2.75 6.75 18.6 5 0.95 -1.31 38.44 -50.41 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256 *VA 2*Khcc*Kht*Kd 0.85 33.94 psf �EDGAR S. MUNOZ CONSULTANT 241 !¢ 6623 F 173RD LANE MIAMI FL 33015 LICENSE # 50051 MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 5/21/2014 Project No. 2014.005 Company Name OCEAN DOORS AND WINDOWS Designed By AA Address 7100 NW 72ND AVE Description INSTALL WINDOWS & DOOR City MIAMI Customer Name OWNER State FL 33166 Proj Location 391 NE 103 ST File Location: C:\Users\Armando\Documents\Afe Work\Plans\Midder\2014.005 391 NE 103 ST\Calculations.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.33 : 12 Slope of Roof(Theta) = 15.52 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 3.00 ft Roof Area = 2242.00 ft" 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 30.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)'Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)"0.63))A0.5 = 0.93 GuSt2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems I U EDGAR S. MUNOZ CONSULTANT 6623 NW 173RD LANE MIAMI FL 33015 LICENSE # 50051 MIAMI-® E MIAMIDADSCOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 ynvw.m1am1dade.gov/econo Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includintlJ : Series "W"800 (Fin Frame)" Aluminum horizontal Sliding Window — L.M.I. APPROVAI.Y' ?ra mg iso 0`d(-�8 tfe ouzo o1rh—i" g Emfm" pacT — Window", sheets 1 through 5 of 5, dated 04/08/08, with revision B dated 10/04/13, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section., ..; FISSILE IMPACT RATIN y : ;argeaZnLABELING: Each unit shall sfat}ds 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 a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ]INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 12-0127.17 and consists ofthis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted. documentation tvas reviewed by Manuel Perez, P.E. NOA No. 13-0724.09 Expiration Date: October 09, 2018 Approval Date: October 10, 2013 ]Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8800-0801, titled "HS -8800 Horizontal Rolling Fin impact Window", sheets I through 5 of 5, dated 04/08/08, with revision B dated 10/04/13, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4391, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submiffed under NOA No. 08-0 701.03) 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 an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4392, dated 01/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0701.03) 3. 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 horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4393, dated 01/15/08, signed and sealed by Candido F. Font, P.E. (Subinitted tinder NOA No. 08--070L 03) 4. 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 horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4394, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0 701.03) 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 horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4395, dated 01/15/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA No. 08-0 701.03) i f Manuel Per, P Product Control Oam er NOA No.1 4.09 .Expiration Date: October 09, 2018 Approval Date: October 10, 2013 E-1 Lawson Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2039, dated 01/30/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA No. 08-0 701.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Lawson Industries, Inc., dated 06/20/08, signed and sealed by Thomas J. Sotos, P.E. (Submitted render previous NOA No.12-0127.17) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CE RTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.A. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS L Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. (Submitted tinder previous NOA No.12-0127.17) 2. Statement letter of no financial interest, dated. June 20, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted tinder NOA No. 08-0 701.03) 3. Laboratory compliance letter for Test Reports No. HETI-07-4391, HETI-07-4392, HETI-07-4393, HETI-07-4394, HETI-07-4395 and HETI-08-2039, issued by Hurricane Engineering & Testing, Inc., dated January 15 through February 28, 2008, signed and sealed by Candido F. Font, P.E. (Subrnitted tender NOA No. 08-0 701.03) G. OTHERS 1. Notice of Acceptance No. 12-0127.17, issued to Lawson Industries, Inc. for their Series "HS -8800 (Fin Frame)" Aluminum Horizont Sliding Windo approved on 03/29/12 and expiring on 10/09/13. Manuel Per E. Product Control xam' er NOA No.1 4.09 Expiration Date: October 09, 2018 Approval Date: October 10, 2013 E-2 _.334 0.125' TEMPERED GLASS COUTBOARD)TEMPERE0 GLA OUTBOARD) '(OUAUFWD FOR SMALL MISSILE IMPACT) 0.125' ANN GLASS <INBOARD) LAMINATED w/ 0.090' PVD <L INSULATED w/ 0.250' AIR SPACE 0.340' TOTAL GLASS THICKNESS 1/ 0125' ANN GLASS ANN GLASS (OU7110ARD) (NOT QOALIFIED FOR SMALL MISSILE IMPACT) x.125' ANN GLASS (INBOARD)GLASS<INBOARD) LAMINATED w/ 0.090' PVB 8. INSULATED w/ 0.250' AIR SPACE 0.340' TOTAL GLASS THICKNESS U.3404-1 0.125' H.S. GLASS LAMINATED w/ 0.090' PVB 0.340' TOTAL GLASS THICKNESS 75 1/4' OVERALL FRAME WIDTH -73' INTERIOR FRAME WIDTH - c INSTALLATION FASTENERS General Notes: E Q (A) B AT FRAME HEAD I (B) 6 AT FRAME SILL 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE z (C) 5 AT EA. FRAME JAMB REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH z *SEE GENERAL NOTE @3 VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT Iz ggg IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 2 X WOOD BUCKS SHALL HE INSTALLED AND ANCHORED SO THAT THE a o BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH M REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER trim fi.q". OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES. I-• 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND {' _ TO BE REVIEWED BY BUILDING OFFICIAL. _ 5.) XO or OX WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED w GLASS TYPES TABULATED HEREIN (SEE SHEET y4). C 6.) XO or OX WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE LAMINATED 4 INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET g4). a o: 7.) SEE SHEET #3 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET #1 FOR GLAZING DETAILS & OPTIONS. (REFER TO SHEETS y4, FOR > w MAX. DESIGN PRESSURES. 9.) WOOD OPENINGS SHALL BE PROTECTED WITH AN APPROVED MOISTURE RESISTANT WEATHERBARRIER (BY OTHERS), PRIOR TO WINDOW INSTALLATION. ID (SEE SHEET #3 FOR INSTALLATION DETAIL) L0.) MATERIALS INCLUDING BUT NOT IAMITED•TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 _.334 0.125' TEMPERED GLASS COUTBOARD)TEMPERE0 GLA OUTBOARD) '(OUAUFWD FOR SMALL MISSILE IMPACT) 0.125' ANN GLASS <INBOARD) LAMINATED w/ 0.090' PVD <L INSULATED w/ 0.250' AIR SPACE 0.340' TOTAL GLASS THICKNESS 1/ 0125' ANN GLASS ANN GLASS (OU7110ARD) (NOT QOALIFIED FOR SMALL MISSILE IMPACT) x.125' ANN GLASS (INBOARD)GLASS<INBOARD) LAMINATED w/ 0.090' PVB 8. INSULATED w/ 0.250' AIR SPACE 0.340' TOTAL GLASS THICKNESS U.3404-1 0.125' H.S. GLASS LAMINATED w/ 0.090' PVB 0.340' TOTAL GLASS THICKNESS 75 1/4' OVERALL FRAME WIDTH -73' INTERIOR FRAME WIDTH - (MAX. M.D.L.O. Vfdlh izi 0 E Q ro (MAX. M.D.L.O. Vfdlh izi 33 -- _ c-�:---a=r r_ H=r ro I I ,o z N p N 0 z Z Iz ggg ONIAL SAME ANCHOR SPACING AT HEAD B SILL `-�- EMT. 6 INT.EEFALSE pLV/ V"31LICUNE AND ARE V/ "XO" WINDOW ELEVATION AVAILABLE AS OPTIONAL. ( "OX" REVERSED ) TAD77/b ATTAT C7TTTTIUT`_ TXNDAVrP WTWT)OW - FTN FRAM 0.125' ANN. GLASS LAMINATED w/ 0.090' PVB 0.340' TOTAL GLASS THICKNESS O Laminate Types & Options GLAZING DETAILS OPTIONS AND DESCRIPTION 1) Dupont PVB 2) 3attex PVB by: Eastman Chemical Company (NOTE: SEE DP CHARTS AT SHEET 4 OF 5) PRODUCE REQ iPimido as comPlylag building Code Acceptance No 1�'n .. ��F: Bxpirouon Pale - ny' Man DudePToducl ool<oi I izi � o ro I I ,o N p N z Z ggg 3• Dc. a o M z ONIAL SAME ANCHOR SPACING AT HEAD B SILL `-�- EMT. 6 INT.EEFALSE pLV/ V"31LICUNE AND ARE V/ "XO" WINDOW ELEVATION AVAILABLE AS OPTIONAL. ( "OX" REVERSED ) TAD77/b ATTAT C7TTTTIUT`_ TXNDAVrP WTWT)OW - FTN FRAM 0.125' ANN. GLASS LAMINATED w/ 0.090' PVB 0.340' TOTAL GLASS THICKNESS O Laminate Types & Options GLAZING DETAILS OPTIONS AND DESCRIPTION 1) Dupont PVB 2) 3attex PVB by: Eastman Chemical Company (NOTE: SEE DP CHARTS AT SHEET 4 OF 5) PRODUCE REQ iPimido as comPlylag building Code Acceptance No 1�'n .. ��F: Bxpirouon Pale - ny' Man DudePToducl ool<oi I I z Z ggg M trim fi.q". METAL LA STUCCO ----I EXPOSED WINDOW FRAME FIN TO BE PROTECTED WITH AN APPROVED MOISTURE / WEATHER BARRIER THROUGHOUT ENTIRE PERIMETER OF FIN BY OTHERS (TYP.) HEAD O EXTERIOR y 2s T� R E 4 o � SILL EXTERIOR GRADE— PERIMETER CAULKING METAL LATH (T. GRADE PLYWOOD --1 1/2•(MIN.eED.) 012 SMS or WS W/ STUCCO 1 1/2' MIN. WOOD EMBEDMENT (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY 8 TOBE REVIEWED BLDG. OFFICIAL (TYP.) 1/4' SWM 1/4' SHIM CLEAR SILICONE ADHESIVE BEDDING COMPOUND 37 INTERIOR DATED GLASS HEAD O ALTERNATE DETAIL —EXT. GRADE --1 1/2'.-.. (MiN. EMBED.) >YP. 1/4' MAX. t i OD t M b t z SHlN SPACE m 2 BY 4 P.T. WOOD BUCK 7< qm D o it .. mpin # 12 S.M.S. or WS W/ 1 1/2' MIN. WOOD EMBED SEE ELEVATION FOR (MIN. EMBED.) TV. 1 HEAD O ALTERNATE DETAIL —EXT. GRADE --1 1/2'.-.. (MiN. EMBED.) >YP. PLYWOOD #12 SMS Or WS W/ 1 1/2' MIN. WOOD EMBEDMENT (TYP.) t i OD t M b t z � m qm D o it .. mpin c 1 a r E 1/4' SHIM < = 1 15 IE 1 6 g: Z E 31 1 ,! u 30 N OMAN NOTE: z ALL ANCHORS TO BE #12 SMS OR WD. SCREW N WITH A MINIMUM OF 1 1/2' PENETRATION INTO WOOD.( REFER TO WINDOW ELEVATIONS ON SHEET 1 FOR MAX. ALLOWABLE ANCHOR SPACING) ° WHEN THE OAP BF.TWF.FN THE WINDOW FRAME AND THE BUCK IS LESS THAN 1/6SHIMS ARE NOT REQUIRED. PRODUCTRBVISED as coruPlying with the Fteddu Building Coda Acceptance No I BXpimti l Data Ir ,Miami ePraduct Conu z � m < = 0 + _.q 12 X 1 3/4' S.M.S. rn •� a NQ_TE. 1 1/2' MIN. WOOD EMBED 30 C ALL ANCHORS TO BE 1012 SMS OR WD. SCREW � WITH A MINIMUM OF 1 1/2' PENETRATION INTO SEE ELEVATION FOR WOOD.0 REFER TO WINDOW ELEVATIONS ON FASTENER SPACING LAMINATED GLASS .0 a 0 a ,PT. WOOD BUCKS M 00 SHEET 1 FOR MAX. ALLOWABLE ANCHOR SPACING) Nf 31 Nom • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK IS LESS THAN 1/8', SHIMS ARE NOT 21 22 CLEAR SILICONE ADHESIVE q F M BEDDING COMPOUND :,.,;; .,t o REQUIRED. :.•.. 1. .M_. ¢ d :L 1/4' SHIM t. '•` _ y [L y INTERIOR •; z o 7 17 3 (.j W = o r�ti 5)tj 27 • •I` ao d m (MN.TMc�p.D.) — _ t 40 lz z o «««<E<E«EE< «< 14 - - -- o Ii muiilT>YTTY>+ f<f, «<ffEEEEfff<{{�< <ff -_-- •-•-=- D)> 1}>yr3Y,9jDj'.>!D> !! llfffS�'�.StT'.rf�l if fff S'.Y1C1ffllfff.� - 16 sss yi'»��ras•>ssssy; z � � x N i 5 17 8 !, y>..�F{Yax ' •vl .S. v v 'ti _ '4M^,:..,a :'P''i,L f°«?:�`.:':ti- W i •r,.rar.:.,)..?.r.-,,; ,�_ _ — — ...c:.d... .s�,�.;s,.a.jo"..Se •cW '4 ------ 0 7. 28 EXPOSED WINDOW FRAME FIN TO C 4 EXTERIOR 18 19 11 N BE PROTECTED WITH AN APPROVED MOISTURE / WEATHER BARRIER D E t vB•� THROUGHOUT ENTIRE PERIMETER OF FIN EXTERIOR GRADE BY OTHERS (TYP.) PERIMETER CAULKING 73' EXT. GRADE BACK BEDDING—VINDUV FRAME BUCK WIDTH '- - TO BE APPLIED BEHIND WINDOW FRAME FIN BY 75 1/4' INSTALLER (TYP.)—WINDOW FRAME FIN WIDTH—_- OTHERS CTYP.) WINDOW INSTALLATION NOTES 1. THE WINDOW OPENING MUST BE PROTECTED WITH A CODE APPROVED FELT DR MOISTURE/WEATHER BARRIER, APPROX. 12' WIDE THROUGHOUT ENTIRE PERIMETER OF THE WINDOW MOUNTING FIN. (NOT BY LAWSON INDUSTRIES) 2. THE WINDOW FRAME FIN TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FIN BY WINDOW INSTALLER (TYP.) 3. THE EXPOSED EXT. PERIMETER IS• THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) '.NDOW FRAME FIN `—EXT. GRADE PERIMETER STUCCO OR EXTERIOR CAULKING NOT BY LAWSDN INDUSTRIES', FINISH BY OTHERS (TYP.) TO BE APPLIED BY OTHERS WINDOW INSTALLATION DETAIL (TYPJ 21 22 roN Note 1. BOTH EXTRUDED ALUMINUM AND MOLDED NYLON LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. ONLY TWO (2) LOCKS ARE REQUIRED PER EACH VENT. LOCK OR LOCK OPTIONS PRODUCT RRVISBD m complYi-smilk 10o Merida Building Codo Accept -cc Nn 1 C ` Rspheti1oln�tDf ate 18 Y Cl d Pref i i— I I r HS -8800 FIN FRAME WINDOW BILL OF MATERIALS Frame Buck Size Oea nLoadas rGlassT HS -8800 Impact Horizontal Sliding Window Framelnata8a8onAnchors Code Stze Width Height in "A" Annealed 'B" H.S. "C" AnnJlrlsulata P1+) P + Head SIII Each Jamb Total R ' 2 Configuration: "XO or OX" 2 13 18.125 37.376 ITEM # PART � REQD. DESCRIPTION REMARKS 80.0 2 3 10 14 . � . � � 46.0 48.0 0 80.0 1 L-7803 1 FIN FRAME HEAD 6063-i6 ALUMINUM 18 18.125 82 --I1--8.0 480 80.0 80.0 80.0 80.0 0 0a o p O y Q x 2 L-9801 1 FIN FRAME SILL 6063-i6 ALUMINUM 80.0 80.0 80.0 80.0 3 3 12 Vj H33 25.5 37.375 48.0 48.0 to h_ O 80.0 3__ 3 12 �t N94 25.5 49.825 48.0 48.0 80.0 60A 80.0 60.0 3 4 14 to H36 M tD 48.0 48.0 3 L--7801 1 FIN FRAME FXD. JAMB 6063-i6 ALUMINUM 5 18 2248.0 ~ 80.0 80.0 3 to o 12 o 7.3 5 48.0 48.0 80.0 80.0 60.0 80.0 3 3 12 � 24 49.82b 46.0 48.0 60.0 mon 80.0 80.0 3 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM � `�''� ' 48A 46.0 80.0 80.0 LABEL 5 34 SM -5504 AS REO'D. JOINT SEALANT 25 35 d AS REO'D. 5 L-7705 1 VENT MEETING RAIL 6063-i6 ALUMINUM 14 V 39 46.0 480 � 80.0 60.0 4 3 $ry y 34 52.1 49.825 48.0 4fl0 60.0 6063-T6 So.O 80.0 4 4 18 96 46.0 48.0 z z .. 5 6 7 L-7707 L-8802 1 1 VENT TDP/BOTTOM RAIL FIN FRAME VENT JAMB ALUMINUM 6063-T6 ALUMINUM 48.0 48.0 80.0 80.0 80.0 80.0 8 3 18 � T3 - m2a i $ K o 60.0 80.0 80.0 80.0. 8 8 -3 4 18 20 p P+,4%.21.5 60.0 60.0 8 5 2 2 0 23 m 0 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 80.0 3 3 12 2030 23 35.. 480 -48.0 60A 80.0- 80.0 80.0 " _ ' 3 3 - " 12 9 L-8702 1 FRAME SILL TRACK 6063 -TS ALUMINUM _ 48.0 80.0 80.0 - 80.0 �.0.. 3 4 14 2050 23 .59 - 48.0 48.0 y z 60.0 60.0 3 - 5 16 3020' 35 23' 48.0 4 .0 80.0 60.0 60.0 80.0 " 3 12 3030 35 35 48.0 10 L-8705 1, FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM 3 3 12 3040 35 47 48.0 48.0 80.0 80.0 60.0 80.0 3 4 14 [y $080 35 59 48.0 48.0 80.0 $0.0 80.0 80.0 3 5 16 i� 4020 47 23 480 48.0 $0.0 a� s 80.0 11 L--7708 AS REQ'D. GLAZING BEAD (3/8') 6063-i5 ALUMINUM 4030 4 35 480 48.0 80.0 80.0 50.4 80.0 4 3 14 4040 47 47 48.0 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 4 4 18 C 4060 47 59 48.0 48.0 80.0 80.0 80.0 80A 4 y F 13 FS -040 AS RE<aD. INSTALLATION SCREWS #12 SMS F.H./PHIL. 80.0 80.0 80.0 �.0 5 3 18 6030 b9 35 46.0 480 80.0 60.0 A pg 5 3 18 6040 59 47 46.0 48.0 80.0 60.0 60.0 80.0 5 _ 4 ___ 18 6050 � cr O 48.0 14 L-7531 AS REO'D. VENT JAMB VINYL WTS'P 1/4' DIA. BULB #3033. -5 20 8020 71 23 49.0 -780 60.0 80.0 80.0 _ - 60.0 8 3 . N d IS PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .230' h . 80.0 60.0 60.0 6 3 18 8040 71 47 480 48.0 80.0 f �, �7'dl jn o t� x 0 16 PWS -005 AS REO'D. FIN SEAL WEATHERSTRIP .18T. w x .350' h 59 80A 84A 80.4 BD.O 8 5 22 .10 17 PWS -009 AS REO'D. FIN SEAL WEATHERSTRIP .Y87' w x .310` h J o CD 18 19 L-7711 L-7531 AS RER'D. AS REQ'D. GLAZING BEAD (3/4') BEAD VINYL BULB 6063-T5 ALUMINUM 1/4' DIA. BULB #3033 Al p x 20 a AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM z. 21 L-7539 2 VENT EXTRUDED LATCH 6063-i5 ALUMINUM 22 HC -057-1 2 VENT MOLDED LATCH MOLDED NYLON ' 23 x 1 x LATCH LATCH SPRING STAINLESS STEEL o « g 2a x 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM g o 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4`P.H./PHIL. ggSY 26 HC -044-1 2 WEEP FLAP & BAFFLE 27 HC -040-1 2 SASH ROLLER &HOUSING s 28 HC -026-1 I SCREEN FRAME MESH 29 29 a 1 ATTACHMENT SCREW @CLIP #8 X 5/8` S.D.S. Note. (x> WINDOWS WITH GLASS TYPES 'C' INSTALLED ABOVE 30FT, m IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. $ 30 x 2 LAMINATED GLASS See Detail @sheet 1 of 5 31 SM -5504 AS REO'D. GLAZING SILICONE See Detail @sheet 1 of S 32 'TrueSeol' AS REO'D. Insutnted Glass Swiggle Seat ]/4' air space d 33 >s 1 PRODUCT PRODUCT RCVIs tj . complying %' ith the Flory Buildialle 0 Accepten00 No irat BY � I mi ade roduct Conleolt A Frame Buck Size Oea nLoadas rGlassT Framelnata8a8onAnchors Code Stze Width Height in "A" Annealed 'B" H.S. "C" AnnJlrlsulata P1+) P + Head SIII Each Jamb Total R ' 2 2 13 18.125 37.376 48.0 - 800 80.0 80.0 80.0 2 3 10 14 . � . � � 46.0 48.0 80.0 60A 2 4 12 18 18.125 82 --I1--8.0 480 80.0 80.0 80.0 80.0 2 5 14 H32 2bb 25 48.0 48.0 80.0 80.0 80.0 80.0 3 3 12 Vj H33 25.5 37.375 48.0 48.0 80.0 80.0 80.0 80.0 3__ 3 12 �t N94 25.5 49.825 48.0 48.0 80.0 60A 80.0 60.0 3 4 14 to H36 26b 82 48.0 48.0 80.0 e0A 80.4 80.0 3 5 18 2248.0 ~ 80.0 80.0 3 3 12 23 7.3 5 48.0 48.0 80.0 80.0 60.0 80.0 3 3 12 � 24 49.82b 46.0 48.0 60.0 80.0 80.0 80.0 3 4 14 28 � `�''� ' 48A 46.0 80.0 80.0 LABEL 5 34 SM -5504 AS REO'D. JOINT SEALANT 25 35 s AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL Frame Buck Size Oea nLoadas rGlassT Framelnata8a8onAnchors Code Stze Width Height in "A" Annealed 'B" H.S. "C" AnnJlrlsulata P1+) P + Head SIII Each Jamb Total R ' 2 2 13 18.125 37.376 48.0 - 800 80.0 80.0 80.0 2 3 10 14 . � . � � 46.0 48.0 80.0 60A 2 4 12 18 18.125 82 --I1--8.0 480 80.0 80.0 80.0 80.0 2 5 14 H32 2bb 25 48.0 48.0 80.0 80.0 80.0 80.0 3 3 12 Vj H33 25.5 37.375 48.0 48.0 80.0 80.0 80.0 80.0 3__ 3 12 �t N94 25.5 49.825 48.0 48.0 80.0 60A 80.0 60.0 3 4 14 to H36 26b 82 48.0 48.0 80.0 e0A 80.4 80.0 3 5 18 2248.0 ~ 80.0 80.0 3 3 12 23 7.3 5 48.0 48.0 80.0 80.0 60.0 80.0 3 3 12 � 24 49.82b 46.0 48.0 60.0 80.0 80.0 80.0 3 4 14 28 � `�''� ' 48A 46.0 80.0 80.0 3 5 98 32 52126 25 .0 46.0 80.0 60 .0 600 80.0 4 14 V 39 46.0 480 � 80.0 60.0 4 3 1A 34 52.1 49.825 48.0 4fl0 60.0 80.0 So.O 80.0 4 4 18 96 46.0 48.0 60.0 60.0 4 5 18 D22 73 25 48.0 48.0 80.0 80.0 80.0 80.0 8 3 18 � T3 - 48.0 480 48.0 48.0 B�iA 0.0 60.0 80.0 80.0 80.0. 8 8 -3 4 18 20 p P+,4%.21.5 60.0 60.0 8 5 2 2 0 23 23 480 .480' 80.0 BOA 80.0 80.0 3 3 12 2030 23 35.. 480 -48.0 60A 80.0- 80.0 80.0 " _ ' 3 3 - " 12 2040 23 . - 47 48.0 _ 48.0 80.0 80.0 - 80.0 �.0.. 3 4 14 2050 23 .59 - 48.0 48.0 80.0 86.0 60.0 60.0 3 - 5 16 3020' 35 23' 48.0 4 .0 80.0 60.0 60.0 80.0 " 3 12 3030 35 35 48.0 48.0 $0.0 80.0 80.0 80.0 3 3 12 3040 35 47 48.0 48.0 80.0 80.0 60.0 80.0 3 4 14 [y $080 35 59 48.0 48.0 80.0 $0.0 80.0 80.0 3 5 16 i� 4020 47 23 480 48.0 $0.0 80.0 80.0 80.0 4 3 94 4030 4 35 480 48.0 80.0 80.0 50.4 80.0 4 3 14 4040 47 47 48.0 46.0 60.0 80.0 80.0 80.0 4 4 18 C 4060 47 59 48.0 48.0 80.0 80.0 80.0 80A 4 5 18 5020 59 23 48.0 48.0 80.0 80.0 80.0 �.0 5 3 18 6030 b9 35 46.0 480 80.0 60.0 G0.0 60.0 5 3 18 6040 59 47 46.0 48.0 80.0 60.0 60.0 80.0 5 _ 4 ___ 18 6050 59 59 48.0 48.0 60.0 60.0 80.0 80.0 5 -5 20 8020 71 23 49.0 -780 60.0 80.0 80.0 _ - 60.0 8 3 18 8030 71 3S 480 48.0 60.0 80.0 60.0 60.0 6 3 18 8040 71 47 480 48.0 80.0 60.0 60.0 60.0 0 4 20 8060 71 59 80A 84A 80.4 BD.O 8 5 22 FRAME HEAD I�--Iz6o—� L-7603 2.693 .062 1.126 FRAME FIXED JAMB L-7801 L,25 L 062 �7' I 849 �I �.1�-1111 26s1----� Sill, TRACK L-8702 093 `� f& e �T— VENT /� et�l VENT TOP CORNER FRAME'^° © y[yT .IAMB RAL FRAME TOP CORNER FRAMF do Rj NTL K " b FRAME MEETIM RNL_ 011 VENT �iT i 1 j /� d / VENT BOTTOM CORNER © 10 O p m � O n °1 y 1~!10. s p� 01 q J O m o o C Z > J Z i$ ti ti ti V .4 d 4; ✓ a �'4 .9 0 p Q 2z 5; a V. t0 a C z 'a 0 ' O 05 00rn x .. W a mm .7 p9 sE Q SILL RETAINING CLIP L-8705 l04� 1.966 FRAME SILL L-8801 O 2.374 .062 1.126 .062 FRAME VENT JAMB 2AOD— L-8602 O 2693 A62 VENT. SPRING LATCH:to L-7639 21 ^-'.062 1236 2bS5 VENT INTERLOCK RAIL L-7705 1 .062 2A62 FRAME BOTTOM CORNER O FRAME SILL / ME£TINO RAIL FRAME 9LL FRAME & SASH CORNER ASSEMBLY DETAILS � N j xEk 30 $ $ S QED 6 8 g FIXED MEETING RAIL L-7704 0 I -.os2 I 2.285 .OIB GLAZING BEAD L-7708 1 PRODUCE REVISED, as o�rRh lLe YloTida DuildinSldiog Codo �. Acccpl mo No f E? Nation Data =? 4.6'l6 r Fi/Z By Mann ade Product ContceF 7 VENT JAMB RAIL L-7708 OL-7707 B 2.D� L9S0 062 —I236— VENT TOP/BOTTOM RAIL 1.375 .D62- _.. 1.165 ® . GLAZING BEAD L-7711 1$ I .BSO , ' MIAMI E MIAMI—RADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 (NOA) Rnvw.nsiamittade.00v1economv Lawson Industries, Inc. 8501 NW 90'4 Street Medley, FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material faits 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 to Series "La Porte" 81-0" Outswing Glazed Aluminum French Boars — L.M.I. APPROVAI, ooe, sheets 01 through 06 of 06, prepared by the manufacturer, dated 12//12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Sectio MISSILE IMIPACT RATIN : Large and Small Missile Impact Resistant LABELING: Each unit shall n cna e s name or logo, city, state, model/ series, and following statement: "Miami—Dade County -Product Control Approved", unless otherwise noted herein. REVISION 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. TERMINA`T'ION 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 No. 124127.23 and consists of this page 1 and evidence pages E---1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. a NOA No. 13-0328.11 @Ldh1TY ,. �. xpiration Date: June 05, 2018 u s Approval Date: June 06, 2013 € lye Page I Lawson Industries, Inc. NOTICE OF ACCRPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201, issued on 01/0612011, signed and sealed by Candido F. Font, P. E. (Submitted tinder NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201--94 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HE TI -04-1896 A, HETI-04-1.896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HE, TI 02TO95 and FIETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted tinder NOA No. 03-0219.01) Jape D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entiy Test, per FBC 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of aluminum ®utswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--02--1253, HE, TI -02--1726, HETI-02-1728, BETI-02--1736, HETI-02-1742, HETI-02-1763 and IIETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz Seda, P. E. (Subini'Ned under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 10-0128.04) 2. Glazing complies with ASTM E1300--98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemonrs & Co., Inc. for their "DuPont ButaciteQ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2 97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Subinitterl arnder previous NOA No. 12-0127.23) — p Jaime D. Gascon, P.I. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 1;-2 Lawson Industries. Inc. F. STATEMENTS (cowmum) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-02 02.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by .Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No. 10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI49-2624 and HETI-09 2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI44-1896H, HETI-04-1377, HETI-02 TO95, HETI-02—T090, HETI-02-1253, HETI-02-1726, TI -02-1728, HETI-02-1736, TI 02--1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 05-1-116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" ®utsaving Aluminum French Doors -- L.MVI, approved on 04/05/12 and expiring on 06/05/13. Jaime D. Gascon, P. E. Product Control Section supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-3 145 1/2' Pox Unit Width Sidelite Swing Panel Width P4ne1 Width C 33 13/16" rax. > Y C 35 3/16' rinx. ) 1 t l I I 1 1 I t t t 1 Al �PRODUCT 8 BILL OF MATERIALS 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 2). 3). MAX. FRAME SIZE 148 1/2"w. X 95 3/4"h. OXXO ITEM if DRM'0 I PART 0 READ. DESCRIPTION REMARKS 1 L-901 LII -098 _ I FRAME HEAD 6063-T6 ALUMINUM 2 3 L-902 L-903 1-11-097 LEI -090 l FRAME SILL 2 FRAME JAMB 6063-76 ALUMINUM 6063-T6 ALUMINUM 4 L-904 LII -O% 2 SIDELITE JAMB ADAPTER 6063-75 ALUMINUM S L-906 1-11-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-76 ALUMINUM 6 L-907 1.11-091 1 x Panel HINGE STILE 6063-76 ALUMINUM 7 L-905 LII -094 I . Panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 L11-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6%3-T5 ALUMINUM 9 L-911 LII -085 AS REST. 1/4 ROUND ALUM. BEAD - 7/16' 6063 -TS ALUMINUM t0 L-912 1.II-007 AS REO'D 1/4 ROUND ALUM. READ - 3/8' 6063 -TS ALUMINUM 11 FD -624-2 L-908 2'PanelHINGE LEAF ASSEMBLY 6063-15 ALUMINUM le VVS-001 TP 3286 AS REWT. Bulb Vtnyl Wts'p: aeon Plastics, Inc. See Mat.,W Conpositlon at Sheet 6 13 PWS -DOE x AS REOD. VTSP. B TOP/ROTT. RAILS Schlegel FS - .187'». X .210'h. 14 PVS-002 x AS REDD. WTSP. 8 FRAME HEAD B JAMB Schlegel PB - .187.. X .330'h 15 L-910 LII -089 2 x. panel STRIKER MOUNTING PLATE 6063-15 ALUMINUM 16 FD -619 FD -619-i l STRIKER PLATE 6063-75 ALUMINUM 17 FD -631 LII -086 GLAZING ADAPTER 6063-T6 ALUMINUM 18 M-001 SF -5502 l DELTA FLUSH DOLT (e TOP 6 BOTTOM OF LOCK STILE) 19 FD -621-2 HC-024/025DOOR LOCK / DEAD BDLT SET kgE(OrM KWIKSET - Series 6901 COMBO 20 F➢-b2i-2 HC-024/023DOOR LOCK / DEAD BELT SET SCHLASE - Series F8350 COMBO 21 FD -621-2 HC-024/025DOOR LOCK / DEAD BOLT SET DEFIANT - Seriex 83t COMBO 22 w FS -035 Front Install. Scre. - Head 5/16'- TAPCON < See Notes) 23 FS -035 Fra Install. Screw- Janb/S01 57164- TAPCON (See Notes) 24 x FS -026 8 FRAME ASSEMBLY SCREW 012 X 3/4• PM. -PHI. 2S FS -012 AS REO'D. JAMB ADAPTER SCREW 010 X 3/4' P.H.-PHI. 26 FD -634 LII -171 AS REO'D. 1/4 ROUND ALUM. READ - 11/16' 6063-75 ALUMINUM 27 x FS -043 8 GLAZING ADAPT. ATTACH. SCREW OB X 1 1/4• FH. -PHI. 28 x FS -049 2/Panel Double Rail Assembly Screw 3/8'.2 1/4' Hex Scre. & Nut 29 x x AS REQ'D. NEUTRAL CURE SILICONE Schnee -Morehead SM -5731 30 » r AS REO'D. NEUTRAL CURE SILICONE Do. Corning 999 ' 31 » AS REO'D. NEUTRAL CURE SILICONE Trance S-500 32 x x AS REWD. Lontnated Of... see Pg. 5 Dupont - Sentry Glass Plus 33 x AS REO'& Laminated Glass see Pg. 5 nupont - PVB 34 x AS REO'D. Lonl-ted Glass ..a Pg. 5 Saflex - PVB 35 x HC-OD2 2/Panel PANEL ASSY ALUK PLATE 1 1/2'x 2'x 1/8' (6063 -TS ALUM.) 36 R III HC -004 2/Ponel Pones Ass'y Full Lenght Rod 3/8'Dia.-20D Rod, Mote, Flange Nut 37 x FS -011 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.H. / PHI. 38 x FS -044 12 SIDELITE ATTACHMENT SCREW 010 X 1' PH/PHIL - (17. OC Max.) 39 MC -006 S2PPMBG14 6/Jamb 1/2• TYo. Hole Plug Nylon 6-6 MICROPLASTICS •• Rockwell N-79 40 HC -007 7/8' Ira. Hole Plug - Nylon 6-6 SePPOS711511l2/P*et MICROPLASTWS - Rockeell M-79 41 w NC -010 FLUSH BDLT S01 Plug - Nylon 6-6 SUNC13PLASTICS Inc. Rock.ell M-79 42 L-913 11-086 REO -D.1/2 ROUND FALSE ALIAS HRDITIN 6063-T5 ALUMINUM 43 x x INT FALSE APPLIED MUNTIN 425' X .022' STOCK ALUMINUM 44 L-915 FD -623 FRAME HEAD SHEAR PLATE 6063 -TS ALUMINUM - 4- kmg 45 L-916 LII -117 FRAME LOW SILL - OPTIONAL 6063-75 ALUMINUM 46 FD -635 HC-050TWO-POIN7 FLUSHBOLT LACK OPTIONAL < FOR ./- 76.0 psF DP) 47 FD -626 FD-626-1FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x 1/8' At... 6063-75 48 FO -627 FD -627-1 2/Ponet 2-PoInt Lack Bolt Guide ANGLE 31x 3'x I 1/2'x 1/8' Alun. 6063-15 49 x . AS REQ'D. Joint Sealant- White Colored 'Purvis Co.' Super Seel 50 FD -638 HC- 1 SET LOCK ACTIVE HANDLE S TRIMSET ASHLAND NV520IA-A 51 FD -637 HC- I SET MULTI -POINT LOCK ACTIVE ASHLAND NV5110-STACT5 Be FD -640 HC- I SET LUCK PASSIVE HANDLE & TRIMSET ASHLAND IIWS201A-P 53 FD -639 HC- I SET MULTI -POINT LOCK PASSIVE ASHLAND xV51I0-STPAS4 54 FD -641 MC- 2 . Panel Mufti -Point Lock Bolt Guide NYLON 6-6 Rockwell M stole 79 55 FS- 4/11ulde Bolt Guide Attochnent Fastener 116 x 1/2' PH/PHIL 56 FD -642 HC- t x Lock Lock Top Mount Atlopter NYLON ADAPTER 57 FD -643 HC- 1 x Lock Lock Batton Mount Adopter NYLON ADAPTER 145 1/2' Pox Unit Width Sidelite Swing Panel Width P4ne1 Width C 33 13/16" rax. > Y C 35 3/16' rinx. ) 1 t l I I 1 1 I t t t 1 Al ANCHOR N07E5:6' nnY a' 6' �• 6• 6• 6• y 1. SEE ELEVATION AT SHEET 1 OF 6 FOR c• 17 3/4 12 374• 4 /2 q 1/2• 14 I/8' /A I/4 5 ANCHOR O.C. MAX. SPACING AND LOCATIONS. Cat sideQte) Cn K, oc. a nax. 2. SEE SHEET 4 OF 6 FOR INSTALLATION n.we pane0 inactive panel? FASTENERS TYPES. 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. r�OXXO" EXTERIOR ELEVATION a: �PRODUCT 8 B' 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 2). 3). MAX. FRAME SIZE 148 1/2"w. X 95 3/4"h. OXXO GLASS MEETS REOUIREMENTS OF ASTM -E1300 AS PER CRA-07ER 24 OF 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 3). THE FSC 2010 CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS LOAD TO THE STRUCTURE & TO BE REVIEWED By BUILDING OFFICAL. 6). MAX. DAYLITE OPENING WIDTH = 28' 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 7). MAX. DAYLIT£ OPENING HEIGHT a 83 1/6" 1q hing 6). SEE ELEVATION AT SHEET 101`8 FOR MAX. ANCHOR SPACING IB 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. !O). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL PRODUCT RENEWED LIMITATIONS: ..FlybMvvllhlbe FTo*13 1). SEE OPTNEAT 3 ALTERNATE BOLT SHEET/ IfD 3). MAX. DP = t76 PSF W/ Flat Sill & must be used where water Infiltration is \ not required or opening is protected by overhong ratio greater than one. PROFER ICNAL ENGINEER h 7� 4). MAX. DP = ±86 PSF W/ Multi -Point Lock (1-octive)+(i-possive) of Inactive ZS' Max. DL❑ Width � L' Raised 1 Notes: Revised to comply w/ VOC2004 -11/O1` OS �� 70 y' 1®�yf 8501 NW 90th St. k 'i. t • = Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 t t.r f e Insulated Glass 01/22/10 _NI?_ 8TR_E_-3..._ I (305) 696-8660 * Ashland Mult-Point Lock 01/27/11 2010 PBC MANUFACTURER OF QUAUVr 4111MINUN )/!ROOMS AND 0646S DOORS S.- em.. Part twr. Prod <uksa.v: s -Un W- a R..v sAr.a NOA APPAWAL IMPACT FRENCH DOOR 1 OF B Revised to comply w/ Nelson Braze Ol%ai%1`i "LaPorte" Impact" French Out -Swing Door aw �`VA� Nelson Draw 001/214 &0/12 • .,., -.`'• DATE�t sa(. n.l,e. E D /.: ms Active Inactive bD= i x to ao 21 0 6 1/2• m a a Sidelite \ deatl-halt / x 40 1 lack sej ppUtJBLE BATL M � \ / Sidelite R III H BZ 5 RNA7E BDLT A7 SMELT D1 3 W B• ng47 s ANCHOR N07E5:6' nnY a' 6' �• 6• 6• 6• y 1. SEE ELEVATION AT SHEET 1 OF 6 FOR c• 17 3/4 12 374• 4 /2 q 1/2• 14 I/8' /A I/4 5 ANCHOR O.C. MAX. SPACING AND LOCATIONS. Cat sideQte) Cn K, oc. a nax. 2. SEE SHEET 4 OF 6 FOR INSTALLATION n.we pane0 inactive panel? FASTENERS TYPES. 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. r�OXXO" EXTERIOR ELEVATION a: �PRODUCT 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 1). THIS IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 2). 3). MAX. FRAME SIZE 148 1/2"w. X 95 3/4"h. OXXO GLASS MEETS REOUIREMENTS OF ASTM -E1300 AS PER CRA-07ER 24 OF 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 3). THE FSC 2010 CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS LOAD TO THE STRUCTURE & TO BE REVIEWED By BUILDING OFFICAL. 6). MAX. DAYLITE OPENING WIDTH = 28' 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 7). MAX. DAYLIT£ OPENING HEIGHT a 83 1/6" DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 6). SEE ELEVATION AT SHEET 101`8 FOR MAX. ANCHOR SPACING BEYOND WALL DRESSING OR STUCCO. 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. !O). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL PRODUCT RENEWED LIMITATIONS: ..FlybMvvllhlbe FTo*13 1). MAX. DP = i86 PSF W/ (4) Surface Dolts & Gloss Types A. 8. C & D. Building Code (SEE LOCATION DETAILS 0 SHEET 3 OF 6) poucpteaccMe a fryry'w�87•p(� 2). MAX. OP - t76 PSF W/ 2 -Point Lock (active)+ (2) Surface Bolts at Inactive 3). MAX. DP = t76 PSF W/ Flat Sill & must be used where water Infiltration is THOMAS J. SOTOS not required or opening is protected by overhong ratio greater than one. PROFER ICNAL ENGINEER h 7� 4). MAX. DP = ±86 PSF W/ Multi -Point Lock (1-octive)+(i-possive) of Inactive F [ CYRfi I � L' Raised 1 Notes: Revised to comply w/ VOC2004 -11/O1` OS �� 70 y' 1®�yf 8501 NW 90th St. k 'i. t • = Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 t t.r f e Insulated Glass 01/22/10 _NI?_ 8TR_E_-3..._ I (305) 696-8660 * Ashland Mult-Point Lock 01/27/11 2010 PBC MANUFACTURER OF QUAUVr 4111MINUN )/!ROOMS AND 0646S DOORS S.- em.. Part twr. Prod <uksa.v: s -Un W- a R..v sAr.a NOA APPAWAL IMPACT FRENCH DOOR 1 OF B Revised to comply w/ Nelson Braze Ol%ai%1`i "LaPorte" Impact" French Out -Swing Door aw �`VA� Nelson Draw 001/214 &0/12 • .,., -.`'• DATE�t sa(. n.l,e. FO -2003 R.w.(a, coos p I I Ile 7/8' Noz unit Vltlth C Seing $SEE ALTERNATE T Ponel Vitlth �v lea AT $HE • 1 t 35 3/16" maa 111111ef N i fl� J S ; o m� x" s� � O N a DO{Jj M N EA�TW EETLT "OXO" ELEVATION 145 112' Rox UAt Width A I DP GLASS TYPE "A" & 'E" +/-(PSP) A3 Nozf DL ktt Vitlth I( 33 13{16' mnx. ( 35 3/Ib' 1nnx. )j 3 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4• A 5 !86.0 11 3/16' ±760 +76.0 176.0 5 .860 17 3/16' -16.0 +76.0 ♦76.0 5 +86.0 23 3/16' >76.0 +76.0 t7S0 _ _ 5 +66.0 29 3116' +760 *760 +760 5 ±860 31 3116' *76.0 176.0 N 6 ±860 +760 ±76.0 I 10 1/4• 16 1/4' 221/4•93' 28 1/4'-x<6>6 34 I/4• Np II 6 N �17 APPROVAL IMPACT fRENC4 DOOR 2 OF H �l % " oro A tly, \ �VJ 6 •86.0 ±76-0 +76.0 IIS +86.0 +750 +J60+76.0 EII \ I h� -- b 3116' +750 ±76.0 i \ n N i fl� J S ; o m� x" s� � O N a DO{Jj M N EA�TW EETLT "OXO" ELEVATION SEE ALTERNATE BOLT✓ / OeBTTMS AT SHEET 33 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2• F STENERS T4yRF 6 FOR INSTALLATION 0 -, 74 1/2.' No. twit VitlUnit th 38 It ft. Vldth ALTERNATE BDLT E pLTERVASE Sidelite _ NS AT SHEET TIDNS RA SH. - Panel Width A ole dol b 33 13/16' max. I f 1 1 fA - Mox. A 2DL Vidt G I B I I O1J F 1i � o xt � 11'1 G� G E3 ce A.V. Vii% ti .fin IIAVg I E -- - __ - X" ELEVATION APPROVED CONFIGURATIONS NOTES 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ��ARE ppIAI��VAILABBLE AS OPTIONAL. 3. OR R? fi E BOTTOM LE WITH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. L t a 30 518' th _�� 9 9'N. "0" ELEVATION "LaPorte" IMPACT FRENCH OUTSLHNG DOOR - DESIGN LOAD CHART 145 112' Rox UAt Width PANEL 6707%HBIOHT AOINCH $IEE (INCHES) SEE ALTERNATE BOLT O 8 AT SHEET DP GLASS TYPE "A" & 'E" +/-(PSP) SadeUte of String Panel Ponel Vitlth V=H • Vitlth I( 33 13{16' mnx. ( 35 3/Ib' 1nnx. )j 3 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4• A 5 !86.0 11 3/16' ±760 +76.0 176.0 5 .860 17 3/16' -16.0 +76.0 ♦76.0 5 +86.0 23 3/16' >76.0 +76.0 t7S0 _ _ 5 +66.0 29 3116' +760 *760 +760 5 ±860 31 3116' *76.0 176.0 N 6 ±860 +760 ±76.0 I 10 1/4• 16 1/4' 221/4•93' 28 1/4'-x<6>6 34 I/4• cm." Po.t cai: FeoA tw4vo.v: S..T/lre&b &N -OA. 6 !860 APPROVAL IMPACT fRENC4 DOOR 2 OF 25, Mo.. DL Vidt " oro r3/16- 6 ±860 ±760 ±760 �VJ 6 •86.0 ±76-0 +76.0 +76.0 +86.0 +750 +J60+76.0 EII \ 6 a76.D +750 �+86.0 DII b 3116' +750 ±76.0 i \ n %��% /� : y o ms 2 E o m% II �I I II Otill a u c tl Ac �tve N P -` -- - I� -- 8 13) -- SEE ALTERNATE BOLT✓ / OeBTTMS AT SHEET 33 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2• F STENERS T4yRF 6 FOR INSTALLATION 0 -, 74 1/2.' No. twit VitlUnit th 38 It ft. Vldth ALTERNATE BDLT E pLTERVASE Sidelite _ NS AT SHEET TIDNS RA SH. - Panel Width A ole dol b 33 13/16' max. I f 1 1 fA - Mox. A 2DL Vidt G I B I I O1J F 1i � o xt � 11'1 G� G E3 ce A.V. Vii% ti .fin IIAVg I E -- - __ - X" ELEVATION APPROVED CONFIGURATIONS NOTES 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ��ARE ppIAI��VAILABBLE AS OPTIONAL. 3. OR R? fi E BOTTOM LE WITH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. L t a 30 518' th _�� 9 9'N. "0" ELEVATION "LaPorte" IMPACT FRENCH OUTSLHNG DOOR - DESIGN LOAD CHART PANEL 6707%HBIOHT AOINCH $IEE (INCHES) NUMBER OF NCHORS /IAUB DP GLASS TYPE "A" & 'E" +/-(PSP) PANEL tt10TH DP PSF ) ACPUAI. SIZE! GLASS GLASS O1A88 (INCHES) TYPE 'B" TYPE 'C" TYPE "D" iflITH • +/-(PSF) +/-(PSP) +/-(PSF) V=H • HEtONT • 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4• 77' x<5) 5 !86.0 11 3/16' ±760 +76.0 176.0 5 .860 17 3/16' -16.0 +76.0 ♦76.0 5 +86.0 23 3/16' >76.0 +76.0 t7S0 _ _ 5 +66.0 29 3116' +760 *760 +760 5 ±860 31 3116' *76.0 176.0 *76.0 6 ±860 +760 ±76.0 ±750 10 1/4• 16 1/4' 221/4•93' 28 1/4'-x<6>6 34 I/4• cm." Po.t cai: FeoA tw4vo.v: S..T/lre&b &N -OA. 6 !860 APPROVAL IMPACT fRENC4 DOOR 2 OF !760 +760 +764 r3/16- 6 ±860 ±760 ±760 +750 6 •86.0 ±76-0 +76.0 +76.0 +86.0 +750 +J60+76.0 6 a76.D +750 �+86.0 +76.0 b 3116' +750 ±76.0 +76.0 PRODUCTRHNBWEO as "Mp;Yft vrltbtW Flags Acc21S.11 Bui��Zn w ^,:T'sZ'PLE PANEL MUST ME P R: IaEMENTS PER PARENTHESMa BUn.DIN6 CODE. Miami Dade Prodaca control i () P101CATES FRAME JAM& ReWelon Nolea: tevlead to comply Tv/ FBC2004-tl/01d �Q �/�T f7pq /7 L /{) p1®/ S O ®/ 8501 NW 90th 133166 tavlead to comply TT/ FBC2007 Ar added ..LL7ilt Y Y 9 MEDLEY. FLORIDA noulated Ghee 01/22/10 Z D V E3 I iV C. (305) 696-8660 abland MOIL-Polut Lock 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS tevlaed to comply e/ 2010 FBC cm." Po.t cai: FeoA tw4vo.v: S..T/lre&b &N -OA. Non• sh..& APPROVAL IMPACT fRENC4 DOOR 2 OF tMnd or ani al.al.A• Nelsen Etreu m/z7/I1 " i •e La Porte Impact French Out -Swing Door Nelson Ereso ftOl/ 0%12 n.l.e. Reh.+B•• Mf.ma4" een•ciny Dvna.r. aeN.teh L4v.t• FD -2003 t •5/16' TAPCON V/ 1 1/2' MIN EMBED. <SEE NDTES BELOW FOR SPACING) 2 z (P.TJ WOOD BULK x-1/4• MAX. SHIM TYP, Sldelite 1 1/2' MULLION DLO Width 4-- _ 14 Panel Width i 1 1 MIN EMBED O O TVP 4_V�Rp INTERIOR SIDE INTERIOR SIDE Inactive } 1B ce"BIOR BIDE ! srrsstoR SIDE E9 L_J E4 L_J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE V 2' silt height SILL 1 14 "�'" '"�tt;:�t ,r, •�:'+1 �,•.MDO�EMBED• •-+• +•fa 5/16' TAPCON V/ TYP 1 1/2' MIN EMBED. CSEE NOTES BELOW FOR SPACING) I32 RAOPTIONAL -DETAIL DOUBLE BOTTOM IL Active 6• INTERIOR SIDE LOCK STILE Inactive E v v EXTERIOR SIDE "UXXO" UNIT WIDTH TWO-POINT MULTI -POINT MAX. OP - 376 PSF MAX. DP . 306 PSF OPTIONAL LOCK DETAILS �:" 5/16' TAPCON V/- 1 1/2' MIN EMBED. (SEE NOTES BELOW FOR ULLION JAMBISHI 6 17 6 3812 12 Sttletite 749 1014 N 1 ' MIN EMBE (rrPa ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR AANNCCHgOREEO.C. MAX. SPACING AND LOCATIONS. 2• FASTENERS ttP(&6 FOR INSTAUATION //� � //.: PRODUCT' RITIOIWED E3 mOma 1 vAh(1reFlarid6 / \ Acceptatco No Active Inactive g*IliR!bPDate �! OPTIONAL BOLT 0 TOP RAIL Mmia,.alp Praluct Cant 1 5 17 Active Inactive EXTERIOR SIDS INTERIORSIDE 45 2 1Ba 010 �3 72 17ii SILL (*) OPTIONAL SILL elghtl '�i�,�•.yF':: , k..i �'w741IJ EMBE OPTIONAL BOLT 0 BOTTOM RAIL 5/16' TAPCON W/ ' ' '' TYP ( SEE DETAIL E3 FOR MOUNTING LOCATION > ESEE2ASEBE� FOR SPACING) FLUSH BOLT & (�j FLAT SILL NOTE: 23 TWO-POINT LOCK _ LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT, 1). MAX. OP = *86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psi DESIGN LOAD AND Surface Bolts & Gloss Types A. B. & C. MUST BE USED WHERE WATER INFILTRATION IS N07 REQUIRED OR THE 2). MAX. DP = *76 PSF iY/ 2 -Point EXTERIOR OPENING IS PROTECTED VI7H AN EXTENDED CEILING OR ROOF Lock (ective)+(2) Surface Bolts 0 Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. . Notes: 7tr A ry y to comply w PBC2004 -11 01 00 �A / `��) 1 ��(f 8501 NW 90th St. to comply wJ PBC9D07 &added MEDLEY. FLORIDA 33166 1 Glace 01/02/10 (Y1V'n. SFI'F2. I C. (305) 696-8660 Malt -Point Lock 01/27/11 MANUFACTURER OF QUALITY ALUM/NUN N7NDOIS AND CLASS ODORS to comply wJ 2010 FBC p.a a CM rase ao..• Rod c - s.,p./Noa u a-- sA..e NOA APPROVAL IMPACT FRENCH DOOR 3 OF 6 P Nelson Eraso of 27 i•I "La Porte" Impact" French Out—Swing Door ,+.vav Natean ETaZO Dab a 01/20/12 s -w n.L.. R.1— Nu:ae.s: uavAas N..., b- FD -2003 Awr(afm. a.wu P• - 5/16' TAPCON W/ 1 1/2' MIN SEE BELOW EMBED. FOR SPACING INTERIOR SIDE ' 3 1/4' MAX. SHIM IYP. s JAMB 19 20 21 LOCK STILE �� 39 I Active 46 1 3 ■ UNIT WIDTH --- --- I MIN LMBLU EXTERIOR SIDE (TYP.) 5/16' TAPCGN W/ z• MIN I/2• HIM EMBED. EDGE ISTE NOTES FUR SPACING 19 ZO LING>, I— s,�,a � • "• 8 �; r WOAD BUCK Active 1 1/4• MAX. 5/16• TAPCON W/ 1 1/4' MAX. SHIM IYP. V"'' LOCK STILE 12 Imni pow uci�Auitroi 1 1/2• MIN EMBED. SEE BELOW FOR SPACING 4a SHIM TYP. INTERIOR SIDE 44 INTERIOR SIDE 1/_/_@,,AMB 3 LOCK STILE 3 LOCK STILE 22 12 19 20 21 13 8 z 14SINe0te INSTALLATION FASTENERS NOTE: 48 39 12 6 29 30 31 17 7 7 `1X BUCK` MINIMUM REOUIRHEAQ S/16' X 3 1/2" Long TAPCON (�) 3 Active Active 37n- 36 9 10 27 72 ` FF1 O I}- Lm�1G2 12 °( p 12 total sftlePte ) EXTERIOR SIDE UNIT WIDTH 50 51 EXTERIOR SIDE INTERIOR SIDE INTERIOR SIDE STILE��---- MULLION INTERIOR SIDE Active 7 1 1/4• MAX. 1 1/4' MAX. SHIM IYP. V"'' LOCK STILE 12 Imni pow uci�Auitroi HEAD 4a SHIM TYP. HEAD 44 Z,'TnH EXTERIOR SIDE O 13 A $ 22 12 13 8 z 14SINe0te INSTALLATION FASTENERS NOTE: `1X BUCK` MINIMUM REOUIRHEAQ S/16' X 3 1/2" Long TAPCON (�) �j (6 2 h side °F Jsnbs, EXTERIOR SIDE SILL: 5/16' z 2 i/4" Long TAPCON( ) 27 78 12 °( p 12 total sftlePte ) JAMB: 5/16" X 2 3/4" TAPCON(-) INTERIOR SIDE SIDE 50 50 51 Long MULLIONS' 5/16" X 2 1/4' Long TAPCON(-) T9 30 31 z 52 53 (•) TAPCON BY "EL.CO" OR "BUILDEX' y 9 10LAM 7E GLASS .y5. � g 1O LOCK STILE "2X SUCK" MINIMUM REOU[RED FASTENER LENGTH r- 3 33 34 }�. y n 56 57 HEAD: 5/18` X 3" Lorag TAPCON(-) =EXTERIOR SIDE7 SILL: 5/16` x 2 1/4" Long TAPCON(-) 43 43 Active 7 inactive JAMB: 5/16" X 2 1/4" Long TAPCON(-) f' w i 42 0 42 MULLIONS: 5/16" X 2 1/4` Long TAPCON(-) a o INTERIOR SIDE D. a _7 -W-TAQCON BY "ELCO" OR 'BUILDEX" Ir Nn.. Oe. R7 17 NOTES: ALL FASTENS -RS W/ 1 1/2" MIN EMBEDHENT AND 1/4` MAX. SKIM SPACE. EXTERIOR SIDE E2 12 • ALL TAPCON LENGTHS "L" SPECIFIED ARB MINIHUNS 5 Is 5 THOMASSIDT1jJBER ( SEE ELEVATION AT SHEET 1 of 6 FOR 2 2 A. PR $°gra EXTERIOR SIDE ANCHOR MAX. SPACING AND LIGATIONS ) 13 12 13 12 PLL $B O 23 I L B 1 23 Ai ey 1 �` SF '•,"c>3 ;. •° ' Revision•,� visdt Notes: Revised to comply >r/ PBC2004 -11/Ol/OSLA Revised to FBC2007 &added �I T T �rJ®'/ 1`��y/ 8501 NW 90th Sl. MEDLEY, FLORIDA 33166 7,�. ±2; ,� comply r/ _ _ E:: y�• %Yr Insulated Class 01/22/10 INC.) (305) 696-8660 SILL Height SILLS$ • 5 blend Mutt -Point Look 01/27/I t pANUFACTUR6R OF QUALITY ALVN/NUK MlNDOlS AND CGSS OpOAS •: �.. ^• I •: ' r�,�,-.'••e-+T,•e'd } ^�I �(-�j_JJ ; LC •ff •4jm Revised to comply s/ 2010 PBC ao„ cto,.: vn.t ew... poa tet po.t" snorryne c R.m: sane N. APPROVAL 40F6 • t, +i. ' ' •I �, �. •it •.i r3}'- �` f I 'LJ •`c� '" R.WM enb tMsktL '�` IMPACT FRENCH DOOR f f H �,•'' r` r•e;: :•f. }' MIN EMBED ,'."•,' ' •fi.:•;-iT,: • �•f j.i. 1 }• MIN EMBED TYP`,t.•'�\ya 2',. .'�• Nelson Erazo of 27/11 L8 Porte Impact" French Out—Swing Door .••i;iY .•.J: • TYP • _546' t, ��s •� Nelcon Erezo sot/200/12 1 1 MN EH EA (SEE INSTALLATION NOTES FOR SPACING) Ci ..7; �},�,Mr�,,7g'��+{s �DATE___$ S.6. NwMe.: D.nuay, N.mbr, s°atwf t'wt' 1 R `, 7" ..i.e. 19.1— FO -2003 �• .. •.•.. �.. SIDEUTC ATTACMMCNT 0WKC GRff RiDt DE c`IEWS In wAD ID x V PM/PoRL. _ ASSEMBLY SCREWS .28 EALEOIIs •3/4' Pa/PHIL. ","s",zPrt64PSILL wCR, iMTER16R Star 8064 JNIB FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL \CALKING (BACK SIDED ACCESS SIKWR SILL SEALANT DETAIL 27F� (SEE TABLE W/ CORRESPONOI 6/18" Laminated Claes GLA2ING TYPE 6 DESCRIPTION NUD WApiR TO IS SEALED SIMILAR TO SILL Dead 9 10 1 1/9' Annenied 2 .090' DuPont PVB Interloyer LEFT Dow GLAZING DETAIL #1 1/4" Insulated _ _ 11LLN t� Alr 3 ace w/ 1/8' Temp. Clave /-"�MLNGL STILE Lar Orr C zing Bead EWck - 3/4` Atr Space PAR.. Bt2-ESH-3S7 a ' O1/8' AND RExOVE/ 1/4' INSULATED AIR SPACE TEMPERED GLASS Ravlalon Notes: Mrl TxRG I Drew cwr vA.l ew,: NOA AlPROYAI Prae eaNDafTP s.rt.,/Roes NmR saws IMPACT tRENCH DOOR 8 OF s Rwl4td 8IP Dole CAtek4f Nelson Erato 01/27/11 3r8' N French Out -Swing Door P g HINGE AITALfpENT S=W Kn Naas.- D'a`a"P NimiOi' FD -2003 DFwaa ew.f: •p• ECPTx LUG �- • I{0 s 3/4• PH/Pxa.. HINGE ATTACHMEN�T o DETAILS A"($$.:,, "(st wt, PRE-PURCf[D - LEFT NAND IDAGE LEAF Td Saw M OLE b � iSTAE WTIOR FIINGE ATTACMNCNT SCREWS 09t IK% WT aRo WattK 1 410 % 9r4• PHl Q. PANEL ASSEMBLY DETAIL ACCESS MOLE EOW[R 80TIm LRT AARs 014 SMS ITE SELF DRILLING SCREWS 4N SNS OR SELF DRILLING SCREWS INTO METAL STRU"7URE INTO METAL STRUCTURE (SEE NOTES FOR SPACIN3) 1.._ (SEE NOTES FOR SPACING) " MIN EWi DIST. �I IN 61 63 THS MIN.) '' MIN EDGE DIST. '+1 Cry2 G36MKS1 MiN4 ALMINUH TUBE Liam STEEL TUBE OR COLUMN REFER TO APPROVED tSTEEi W CONTACT W/ ALUM. MIAMI -BADE NMA TO BE PLATED OR PAINTED) —�1 I/4' MAX. SHIM 7YP. 1/4 T' HOAX SHIM TYP. 1 9/4' MIN EDGE 01ST. 5/16' ELCO TAPCON W/ E' MIN. 5/16• TAPCON W/ I— TYP t 1/2' MIN EMBED. 1 1/2' MIN EMBED. INTO COMIC. TYP (SEE NOTES FOR SPACING) OGE DIST LEE NOTES FOR SPACINW (LONG. TO BE 3 KSI MW.)2 (P B.LIC CSEE GLEN. N07E 03) I/4' MAX. SHIM TYP. IF -1/4• MAX. SHIM TYP. NOTE, TOTER FRANC imo ANmRLrRAME HEA0.Y (TYP.) FRAME INSTALLATION OPTIONAL DETAIL$ INTERIOR SIDE T7 Glazing Depth Laminated Giese by Dupont or Srh.e Typae "A". B' or "C" 27F� (SEE TABLE W/ CORRESPONOI 6/18" Laminated Claes GLA2ING TYPE 6 DESCRIPTION 1/q Round 3 33 34 Dead 9 10 1 1/9' Annenied 2 .090' DuPont PVB Interloyer EXTERIOR SIDE GLAZING DETAIL #1 EXTERIOR GLAZING DETAIL # I GLAZING TYPE & DESCRIPTIONS INTERIOR SIDE TO Glazing Adapter Glazln Silaone 6/18" Laminated Claes 30 31 5/a 33 34 Cis n I)e th (SEE TABLE V/ C0RRESPUNDlNG 1 1/9' Annenied 2 .090' DuPont PVB Interloyer MLAZINO TYPE B DESCRIPTION - Z 1/4" Insulated _ _ 11LLN t� Alr 3 ace w/ 1/8' Temp. Clave V j 0910 INSSIeATEQ SPACER •£n,Sent•- DurP SROI Si 1e SPocer C zing Bead EWck - 3/4` Atr Space PAR.. Bt2-ESH-3S7 a EXTERIOR GLAZING DETAIL # I GLAZING TYPE & DESCRIPTIONS .468" 0 A Laminated Glass D Du onL - Glaea Type"A" ITDESCRIPTION I 3/16' Annented 1 E .090' DuPont SGP Interlayer 3 3/I6' Annealed DETAIL 3E oA4G• .340" O A Laminated Glass by Du vont - Glass T )a "B" IT8N DESCRIPTION RETAIL 33 1/ . I Oy.p 1 1/9' Annenied 2 .090' DuPont PVB Interloyer 3 1/8' Anneotetl .340 O A Laminated Glass by Solulla - Glass Tvo. C ITEN DESCRIPTION i 1/8' Neat-Str¢ngthenetl Gloss DETAIL 34 2 DW San,. PVR Interl0yer 3 1 1/B' Hent-Strengthermtl Gloss V j 0910 DESCRIPTTON DI:TNL P[t04UCF RLfNEWEU Godo thLMFIOFi/det e No �`i/ 1/8' Ment -Strengthened Gtcas GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass by Solulte - Glass !&a D ITBN DESCRIPTION DETAIL L , �f0, 1 1/8' Hent-Strengtlmretl GMss E .090' Sarfe% PVB InterinyBr 3 1/8' Hent -Strengthened 4 1/4• INSULATED AIR SPACE S 1/9' TEMPERED GLASS 0 A Laminated Glass D Solulia Glass T e E DESCRIPTTON DI:TNL P[t04UCF RLfNEWEU Godo thLMFIOFi/det e No �`i/ 1/8' Ment -Strengthened Gtcas ' O1/8' .090' DuPont SGPHent-Strengthened V.- r 1/4' INSULATED AIR SPACE TEMPERED GLASS � t•.CleF�n ALW n2"si J 9lle't Ro L1�0�F1t SIFFL Pix �ZS IF ,I,, fs �la azs- I I Nc-oaf Fr--sc2s P[t04UCF RLfNEWEU Godo thLMFIOFi/det e No �`i/ NINGE ASSEMBLY DETAILPRO (/FD -824-2 Product Cost �-O NADBB INFER a 0o �yt, M•;�' Z,!, - f " $ 11 .y�'�.,y, �S •U';:•!w P �..•.y �m Ravlalon Notes: gy y 850 7 NW 90th S4 YW J MEDLEY, FLORIDA 33766 I ST IEt3, INC. (305) 696-8660 NANUPACTURaR OP QUALIFr ALUMINUM WINDOWS AND UGSS DOORS Revised to comply w/ FW2004 -11/0t/03 Revised to comply x/ FUC2007 & added Insulated Giese 0]/22/10 Aehtand Hutt -Palm Look 01/27/11 Revised to rnmply w/ 2010 PBC Drew cwr vA.l ew,: NOA AlPROYAI Prae eaNDafTP s.rt.,/Roes NmR saws IMPACT tRENCH DOOR 8 OF s Rwl4td 8IP Dole CAtek4f Nelson Erato 01/27/11 M H La Porte Impact" N French Out -Swing Door P g D.av"f ep Nelson Erazo �0l/20/12 Naas.- D'a`a"P NimiOi' FD -2003 DFwaa ew.f: •p• 9 OPTIONAL 48 TWO-POINT LOCK LOCK #HC -050 (+/- 76.0 pst DP) ACTIVE HANDLE 6 TRIHSET .. 3/8• as 3/8. 0.0. STEEL BOLT STEEL BDLT Optional Multi -Point Locks (+/- 88.0 Pet DP) FLUSH BOLT AND TWO-POINT LOCK ANGLE GUIDE #FD -827-1 1.50 L,24 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG #FD -828-1 11/2' SIDELITE PANEL. ALUMINUM PLATE 35 2" LONG #HC -002 f m STAtwESS STEEL BaT (0 ta) 511" ILD. t�I- 16D nF) w 318' 0.A SSS <N- 860 p." INACTIVE -PANEL IB FLUSH BOLT ®HC -001 .076 -1F- .875 .062 1259 -I GLAZING ADAPTER #1-9I0 .119 2.031 -1' 11 HINGE LEAF ®L-908 0.656 1.250 X45+ HALF ROUND 42 FALSE MUNTIN gL-913 .� �.078050 T- 460 .986 I -f L .908 QUARTER ROUND 26 (ll/IB") BEAD ®FD -634 0 ! .726 �} •808 QUARTER ROUND 10 (3/8") BEAD gL-912 -1[-.070 A60 .835 656 :808 OQUARTER ROUND (1/4-) READ RAIL ADAPTER 'RL -909 Flexible Vl FPVG -T am Plastics, 't. FPVC 81a41c Com oond Na 7200.75 FLA PHYSIGIL ASIRI N0. STEEL BOLT 75 D-2240 e 56 TTAJOP D -7D2 Te�aOe StacgO,, PSt 1640 D639 UltimotoHlonqwllm,, % 340.0 D-638 d 764.0 D438 1 OritOrn 11.0 D.746 `Z. FPVC VfiHe: Compound No. 7207-75 PHYSICAL ASTM N•O- DtrmExt4rHnirdmST"A",l0seo 75 D-2240 speaOcci iy- 1.43 M792 9 OPTIONAL 48 TWO-POINT LOCK LOCK #HC -050 (+/- 76.0 pst DP) ACTIVE HANDLE 6 TRIHSET .. 3/8• as 3/8. 0.0. STEEL BOLT STEEL BDLT Optional Multi -Point Locks (+/- 88.0 Pet DP) FLUSH BOLT AND TWO-POINT LOCK ANGLE GUIDE #FD -827-1 1.50 L,24 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG #FD -828-1 11/2' SIDELITE PANEL. ALUMINUM PLATE 35 2" LONG #HC -002 f m STAtwESS STEEL BaT (0 ta) 511" ILD. t�I- 16D nF) w 318' 0.A SSS <N- 860 p." INACTIVE -PANEL IB FLUSH BOLT ®HC -001 .076 -1F- .875 .062 1259 -I GLAZING ADAPTER #1-9I0 .119 2.031 -1' 11 HINGE LEAF ®L-908 0.656 1.250 X45+ HALF ROUND 42 FALSE MUNTIN gL-913 .� �.078050 T- 460 .986 I -f L .908 QUARTER ROUND 26 (ll/IB") BEAD ®FD -634 0 ! .726 �} •808 QUARTER ROUND 10 (3/8") BEAD gL-912 -1[-.070 A60 .835 656 :808 OQUARTER ROUND (1/4-) READ RAIL ADAPTER 'RL -909 Flexible Vl FPVG -T am Plastics, 't. FPVC 81a41c Com oond Na 7200.75 FLA PHYSIGIL ASIRI N0. Dnon ,Ha b.."A", 10- 75 D-2240 Spec30c OrmitY 1.45 D -7D2 Te�aOe StacgO,, PSt 1640 D639 UltimotoHlonqwllm,, % 340.0 D-638 hlaielus@ i00%Elmg.9w, PSI 764.0 D438 1 OritOrn 11.0 D.746 `Z. FPVC VfiHe: Compound No. 7207-75 PHYSICAL ASTM N•O- DtrmExt4rHnirdmST"A",l0seo 75 D-2240 speaOcci iy- 1.43 M792 TM,WSl,.A PM 1610 D438 Ufti.zle Elo.Vdim% 323.0 D-638 Modulusg l00'kEltngatia,, PSI 765.0 D-638 I of BdtOmos -30.0 D•746 �35 =.�7 1.750 OPANEL HINGE STILE �L-907 4.187 .098 1.750 .075 5.05 -1 OPANEL LOCK STILE )tL-90b 1.75 --I .072 4.000 .072 09 .082 OPANEL TOP & 5 BOTTOM RAIL #L-908 1750 y .125 00 '.100 -i .136 OFRAME JAMB #L-903 NOTE: I. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SHE ELEVATION AT SHEET 1 OF 8 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS to comply w/ FBC2007 & added I al.. 01/22/10 Mult-Point Lock 01/27/11 to comply Tr/ 2010 FBC Nelson Erase aw Nelson Erazo 11 - - - 4.500 -I 1.750 .687 (' A65 1 FRAME HEAD 1.812 -1 O A-901 1.25 1 .100 -71 .064 064 - 2.000 ` 4.500 OFRAME SILL #L-002 Ll8 .100 1 Tj 4500�� 45 FRAME LOW SILL �/g •• REFER TO DETAIL '83' AT SHEET N 3 OF 6 7FEIR�ADDITIONAL NOTES AND LIMITATIONS. LA WAS 1 \/ 850t NW LORI St. 1�1� V V MEDLEY, FLORIDA 33168 I 25'r12I N (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CUSS DOORS = ft" F.odfuPAC7 a CT s..w./Noe a Ira,. se"a OA AYPROYAI FIIERCH ODOR 8 OF 9 "La Porte" Impact" French Out -Swing Door FD -2003 I.sl2 -I 066 .063 I. FLA .069 � I 4.500 � '�"' ,,7 JAMB ADAPTER �/ �I,-804 1.812 4348 100 ��--�� 0.078-r' -� ----- 4A66 11 44 FRAME HEAD SHEAR PLATF, �L-9i8 Ll8 .100 1 Tj 4500�� 45 FRAME LOW SILL �/g •• REFER TO DETAIL '83' AT SHEET N 3 OF 6 7FEIR�ADDITIONAL NOTES AND LIMITATIONS. LA WAS 1 \/ 850t NW LORI St. 1�1� V V MEDLEY, FLORIDA 33168 I 25'r12I N (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CUSS DOORS = ft" F.odfuPAC7 a CT s..w./Noe a Ira,. se"a OA AYPROYAI FIIERCH ODOR 8 OF 9 "La Porte" Impact" French Out -Swing Door FD -2003 D M IAM MIAMI -DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2594 ?! ,v TANCEi, (NOA) www.miamidade."Weconomv Lawson Industries, Inc. 8501 NW 90 Street Medlev. FL 33166 This NOA is tieing issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including t q,,J!jp Z, Series 113200" Outs`ving Aluminum Casement Window—L.M.I. APPROVAL, Di .�i�\=z�pact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision B dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATIN: Large 1Vlissile Inspect Resistant LABELING: Each unit shall acturees 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 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 ofNOA. 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 # 12-0127.21 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. _ _ _------- —� NOA No. 13-1217.22 :xpirstion Irate: March 04, 2019 Approval Date: March 06, 2014 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision B dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS L Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. RETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 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 a series 3200 outswing aluminum casement window, X configuration, w15/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 3. 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Subinitterd under NOA #08-1020.08) 4. 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. RETI-08-2102A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) Manu rez, P.E. .` Product Conro] xaminer NOA No. 13-1217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TES'T'S (cowngwD) 6. 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 a series 3200 outswing aluminum casement window, XX configuration, ,v/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No, HETI-08-2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass vv/SGP laminate by DuPont, Test Report No. HETI-08-2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 8. Test report 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 9: Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 10. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. IIETI-08-2103B, dated 07/10/08, signed and sealed by Car dido F. Font, P.E. (Submitted reader NDA #08-1020.08) 11. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) Manuel Per E. Product Control E�a er NOA No. 13-1217.22 Expiration Bate: March 04, 2019 -Approval Date: March 06, 2011 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 12. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. Jami glass w/PVB laminate by Solutia, Test Repoil No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 13. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 14. 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 a series 3200 outswing aluminum casement window, XX configuration, w/7/16" ami. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Subinitted under NOA #081020.08) 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" IIS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Subinfitted under NOA #08-1020.08) 16. 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 a series 3200 outswing alur ninum casement window, OX configuration, w/5/16" HS lami glass Nv/SGP laminate by DuPont, Test Report No. HETI-08-2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted underNOA #08--1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under,previousNOA #12-0127.21) 2. Glazing complies with ASTM E1300-04. Manuel P tE. „ Product Contro Esau ner NOA No. l - 17.22 Expiration Date: Murch 04, 2019 Approval Date: March 06, 2014 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatoiy and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12--1231..10 issued to Eastman Chemical Company (MA) for their "Saflea Clear and Calor Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by_Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.21) 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted wider NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I., approved on 03/29/12 and expiring on 03/04/14. Manuel Perei,� E. f Product Control l xami er L --k NOA No. 13-••i2T�/.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E 4 A ANCHURS CA) 3 AT FRAME HEAD CG 3 AT FRAME SILL (D) 5 AT EA. FRAME JAMB tui EXT. a INT. FALSE COLONIAL HONTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. Iu ANCHOR CLUSTER ANCHORS: SEE DETAIL HM1 AT (A) 6 AT FRAME HEAD SHEET r OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) CD) 4 AT EA. FRAME IAMB i 6• it :.e....�.////.. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE A i {t 301i5/8" ie ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND A. Al ............. TO BE REVIEWED BY BUILDING OFFICIAL. y • r ; Dx�iret n Date � p �6i`� L Fixadk �ite �r� MAX. DESIGN PRESSURES. O.m 1 9POM -] Y 01 01. i V o • Rao i ........... `\1 ............... _........j... c ZD .......... B $� a EXT. a INT. FALSE COLONIAL HONTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. Iu ANCHOR CLUSTER ANCHORS: SEE DETAIL HM1 AT (A) 6 AT FRAME HEAD SHEET r OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) CD) 4 AT EA. FRAME IAMB i 6• it ANCHOR CLUSTER ANCHORS: SEE DETAIL A4 AT CA) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) 38 i 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE if Al It N i {t 301i5/8" ie ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND A. Al ............. TO BE REVIEWED BY BUILDING OFFICIAL. y • r ; Dx�iret n Date � p �6i`� L Fixadk �ite �r� MAX. DESIGN PRESSURES. O.m 1 9POM -] Y 01 01. i V o • Rao i enol M.W. 00 ST. 99" 1 IL Reaoeot and Rex)elon to angel 6 & 6 of 7 MEDLEY, FLO DA 33166 T STRIFE, I1VC. PH No. (308606-8660 OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AHD/OR SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE _........j... c J .......... _.. is Bi � j• o D g fi B s, ;i 3 : .._...........{i.,.,/, ;il ........ �5 -..; w' N. ERAZO 07/27/06 Window �S� ♦ ANCHOR CLUSTER ANCHORS: SEE DETAIL A4 AT CA) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) 38 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE , RODUCTREVISED a arnmplyh%With dwFlorid. ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND A. Al HOitdht8 Code TO BE REVIEWED BY BUILDING OFFICIAL. y • r ; Dx�iret n Date � p �6i`� 8.) SEE SHEET 85 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR ByI MAX. DESIGN PRESSURES. .._ Mien Dade Prodaet 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED -.............__ - - -�\ o • Rao i enol M.W. 00 ST. 99" 1 IL Reaoeot and Rex)elon to angel 6 & 6 of 7 MEDLEY, FLO DA 33166 T STRIFE, I1VC. PH No. (308606-8660 OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AHD/OR SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE % J 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME {; _ ;' •tel ' Bruv, Queer Pw1 r._•u Pvud thupory: aerin/MadW r4ns a /ergine. a: ReNebn R r -OL o D g „ ........-.....it.. `�'x•at�:.: n : .._...........{i.,.,/, ;il ........ �5 -..; w' N. ERAZO 07/27/06 Window �S� ♦ } �g ''" i' I it 12.) EXT. & INT. FALSE COLONIAL MUN'TINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE s.av: v.oa�t av xw,e..• D.ow.� N,aae..: senc fixed Bracket 8" from end. p. of oD Fixed � B 74• TYPICAL TORMLLR ) f Itf f , i 26- as fM47t.) { 8- I(LtAX. tLr-�4 ,� 2s- O.C. Cuix.t �- e t t of WINDOW FRAME WIDTH WINDOW FRAME WIDTH (T Ute Corners) WINDOW FRAME WIDTH "Xe ELEVATION c "XO" ELEVATION — (OX reversed) "XX" ELEVATION EXT. 8 R)T. FALSE COLONIAL. TO LOADS ON SHEET 5 OF 7) €I LIMITED TO LOADS ON SHEET 6 OF 7 (LIMITED TO LOADS ON SHEET 6 OF 7 MUNTINS ARE APPLIED V/ baiz3;'�z7a£'✓'a",'..,ttZ.. Via.. �'a✓7z?.u7�n,° ( } } V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES -3200 OUTSWING CASEMENT 1M.PACT WINDOW APPROVED ELEVATIONS General Notes: WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE DUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8 SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH -- --- VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE Al2 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONT., REQUIREMENTS OF 2010 F.H.C. & TO HE REVIEWED BY BUILDING OFFICIAL WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (D.C.) CONC.. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 6 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE RODUCTREVISED a arnmplyh%With dwFlorid. ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND HOitdht8 Code TO BE REVIEWED BY BUILDING OFFICIAL. n 5.) SEE SHEET g3 FOR BILL OF MATERIALS AND DETAILS. Dx�iret n Date � p �6i`� 8.) SEE SHEET 85 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR ByI MAX. DESIGN PRESSURES. Mien Dade Prodaet 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED - - (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) TDo 3 S PRP AL GIN21:R' a.ww,,A d �� 7R T A ITeviaed to L r 2010 FBC �YJ 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS c p 062¢8, enol M.W. 00 ST. 99" 1 IL Reaoeot and Rex)elon to angel 6 & 6 of 7 MEDLEY, FLO DA 33166 T STRIFE, I1VC. PH No. (308606-8660 OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AHD/OR SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE MANUFACTURER OP OUAtITY ALUMINOM VINDONS AND CLASS DOORS 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME {; _ ;' •tel ' Bruv, Queer Pw1 r._•u Pvud thupory: aerin/MadW r4ns a /ergine. a: ReNebn R r -OL AND TO BE LOCATED WITHIN A +/- 1/2- TOLERANCE. ,` '% Orn,on tAc mm aov.,v Series: 3200 Outswing Impact Casement TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. �5 -..; w' N. ERAZO 07/27/06 Window 11.) SEE SHEET F 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. } �g ''" 0.4.4 AV N. ERA20 mu 02/28/1I GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) 12.) EXT. & INT. FALSE COLONIAL MUN'TINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE s.av: v.oa�t av xw,e..• D.ow.� N,aae..: senc DATE_____ R cuDEM3200-O NOA-01 L3200-0801 t oY 7 1 5/32• ALL P.T. WOOD BUCKS 1/4' TAPCONS W/ EDGE ENGINEERED SEPARATELY DISTANCE 1 1/4' MIN. CONC. & TO BE REVIEWED EMBEDMENT BLDG. OFFICIAL (TYP. STUCCO 1�' t .:Ti:• -• •D °o (Yw. EYBEO.j METAL LATH �i•j CBY OTHERS) .;•fit, °'� e''O v ° & STUCCO (BY OTHERS) ',•{y : _- 1/4' MAX. +• t'' '.~� ++ SHIN SPACE PERIM. CAULKING BY OTHERS 1 (TYP.) EXTERIOR GRADE - 17 PERIMETER CAULK] 15 BY OTHERS i (TYP.) CA 24 1 j X22 23 (( 17 ! A t tE D I 16 EXTERIOR INTERIOR 9 14 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED STUCCO (BY OTHERS) 1 2X WOOD BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED A2 BLDG. OFFICIAL (TYP.) F � •" :V; EDGE �DISOAN aCE v v :.' ° ° ALL WOOD BUCKS •: • .'•: v d ENGINEERED SEPARATELY �;•`;. ,'•!:5 & TO BE REVIEWED • '�.`a•','; 43 BLDG. OFFICIAL (TYP.) rlri��•,� 47 1 1/4- •:`,c',4 50 (uw. EY6Eo. 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP.) 5 17 1/4• MAX. SHIM SPACE INTERIOR b I 17 v 1/4' MAX. EXT. GRADE 1 EXT. GRADE f SHIM PERIM. CAULKING z A PERIM. CAULKING (TYP.) (TYP.) 1 D + A•'.^, a ... 22'; 23 26 STUCCO ''-4's, :; ^�'. ,��>.: Z4' •a• yS• (BY OTHERS)' r;• ' `' a i 1/4' 1 50 .;-..'. ®; a (YIN. EMBEDJ 4i,' is t' : y` n 44 44 •'�-•r .• a :,y . - , ;� ~ METAL LATH, STUCCO 2 3/4• EDGE DISTANCE AND EXTERIOR GRADE '' ••;'• •�. 2 3/ •EDGE IDISTANM SHEATHING (BY OTHERS) THOM PROPESQ 0, ENO NEER • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR PL C - MASONRY IS LESS THAN 1/8'• SHIMS ARE NOT REQUIRED. PRODUCTs"ith he na rnmplyin6lYilh the Florida BuildinBCode (�NCHO SR NOTE; AccccptPI anwxoo l� ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR .,'� ` "- 1/4' Date TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR NI3Am3 ade PToduel CoDtrd" CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) DATE�f� ` EXTERIOR 1(j j,qj INTERIOR MAX. SPACE BUCK (TYP.) t °- EXT. GRADE 50 PERIM. CAULKING (TYP.)44 _ IX or 2X P.T. WD. BUCK T � //Q8B L_a�W/41-pg�//�@�8//E7D�G�E�'—°�D�I•}ST�APpNC�BEg j��/JT Ro4u JLJI .15. P i f`J 1 1 V reed to C9mD1Y w/ 2010 FDC 8505 N.W. 80 ST. newts ane Revt9bn to meat 5 & 8 W 7 PH No., FLORIDA 33188 I� C . PH No. (305) 888-8660 MANUFACYURSR Of QUALIFY ALUMINUM WINDOWS AND OLASS ODORS D.mv Ctmr. Pmt C1mn Find CM -9-F -W-/M-kb ftcm Rtf— 0, R -w— I, ROA Y Yt LC 08-01 ERAZO °°° oovevo6 Series: 3200 Outswing Impact Casement Window 5W N. RRAZO 9w /Ia VERTICAL CROSS-SECTIONS, DETAILS & NOTES Leve8 ��3-camm-0t &—I" R�"I�' LD200-0801 aAatr 8 OY 7 STUCCO (BY OTHERS) K IU ISL KLVILWLU UT DLOU. WIIA,lFl ki—P '" ' Pte, yarsr,,,., 7d —P.T WOOD BUCK NOT BY LAWSON IND. hNST SUSTAIN IMPOSED LOADS 4' MAX. ;: H•i t7 �,�.ti•-r $1 $HtH SPACE PERIMETER CAULKING ' ;`s`'b 1sQ1%Q8 EXTERIOR • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/8', SHIMS ARE NOT REQUIRED. '" ' Pte, yarsr,,,., 7d ANCHORS NOTE: ANCHORS TO BE 012 SNS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., - -, -, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED).'-`f•+�3`I�m.:,'. ' TI INTERIOR D1 17 TB ?RODUCTH8VISBD nc plying with t11oFlmitlo ALL WOOD BUCKS 3nildWB C°BC ln No ENGINEERED SEPARATELY \cc!p['71Z 9 imtion I%ie uL TO BE REVIEWED 7 J r`I BLDG. OFFICIAL (TYP.) DY ✓tICGLLfl.1f&,.1i?4s'S and +/2010 FOCt5 ® /N S® /\/ .gDJ.l t -T 77 17 9 l8H No. FL08�A 33166 -S ono Revtaron to sheet S & e of 7 I3V I7 � Y � PH No. (305) 898-8860 , NANUPAtFORER OF QUALIFY ALUNNNUN WINDOUS AND OLASS DOORS Dram Clan: Ptvt Cfaz PNa Nt.Pory: SMr /NOArb pem R+lr.�t. I/ AwiMez• /: NOA ASSMLY YA LCNW 08-01 w<. N. ERA20 D amN oz/r./o9 Series: 3200 Outswing impact Casement Window N. CRAZO oa%ae/ta HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES B tkau: riow.et Rr/ GSEUEN 120o-oBNOA-ot I.3200-08014 0 OF 7 CONCRETE OR P.T. WOOD \ I EXT. GRADE BACK BEDDIP TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) P-4 SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR "—plyin8w)tbtbe Flarlda MULLION TYPE, SIZE AND MAX. tlailding Code DESIGN PRESSURE LIMITATIONS. Accep/Aace No - f 8x iretiInDAt, THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR By MULLION SHALL GOVERN. Mien wo Froduct Conw, 12 S.M.S. X 1 1/4- L. r E ELEV. FOR SPACING (¢. EMKO.) 1SSTE_R WINDOW FRAME 1: SEALANT DISTANE M 3A ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL LAWSON SERIES: ITEM /)DWG. NO. PART NO. 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST QUANTITY DESCRIPTION REMARKS LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM 6 PWC. NO. PART NO. QUANTITY DESCRIPTION REMARKS 1 EXT. GRADE PERIMETER 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE FRAME SILL 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME OTHERS (TYP.) 43 SEE ELEVATION FRAME INSTALLATION SCREWS 912 X 2 1/4' PH SMS OBY 44 SEE ELEVATION FRAME SILL CUP SCREWS 912 X 1 1/2" PH SMS PERIMETER CAULK DETAIL 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 5 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER VENT TOP RAIL 47 L-3007 LII -164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3' L.) L-3004 1 ­II -119 48 L-3009 LII -159 AS REGO. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW 98 x 1 1/4" FH,/PHIL SDS 2 50 8 X POST IN -POST ASSEMBLY SCREWS 910 X 1 1/4" PH SMS EXT. GRADE BACK BEDDING 51 DC -899 AS REOD. I GLAZING SEALANT - SILICONE TO BE APPLIED BEHIND WINDOW FLANGE BY --- -- ALL WODD BUCKS 2X WOOD ENGINEERED SEPARATELY DUCK (TYP.) & TO BE REVIEWED BLDG. OFFICIAL (TYP.> INSTALLER (TYP.) FACE CAULK BY OTHERS (TYP.> AS REQ -0. IN -POST N )2 S.M.S. or WD. SCREW a L-3006 UI -111 W/ 1 1/4' MIN. WORD EMBED FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3' L.) 11 - AS REO'D, t t/a• MIN. EMBED.) ' CONCRETE OR P.T. WOOD \ I EXT. GRADE BACK BEDDIP TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) P-4 SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR "—plyin8w)tbtbe Flarlda MULLION TYPE, SIZE AND MAX. tlailding Code DESIGN PRESSURE LIMITATIONS. Accep/Aace No - f 8x iretiInDAt, THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR By MULLION SHALL GOVERN. Mien wo Froduct Conw, 12 S.M.S. X 1 1/4- L. r E ELEV. FOR SPACING (¢. EMKO.) 1SSTE_R WINDOW FRAME 1: SEALANT DISTANE M 3A ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL LAWSON SERIES: ITEM /)DWG. NO. PART NO. 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST QUANTITY DESCRIPTION REMARKS Q' WINDOW FRAME 1 EXT. GRADE PERIMETER 6063-T6 ALUMINUM CAULKING NOT BY L-3002 UI -115 'LAWSON INDUSTRIES', FRAME SILL TO BE APPLIED BY 3 OTHERS (TYP.) 2 --STUCCO OR EXTERIOR FINISH OBY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL CONCRETE OR P.T. WOOD \ I EXT. GRADE BACK BEDDIP TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) P-4 SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR "—plyin8w)tbtbe Flarlda MULLION TYPE, SIZE AND MAX. tlailding Code DESIGN PRESSURE LIMITATIONS. Accep/Aace No - f 8x iretiInDAt, THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR By MULLION SHALL GOVERN. Mien wo Froduct Conw, 12 S.M.S. X 1 1/4- L. r E ELEV. FOR SPACING (¢. EMKO.) 1SSTE_R WINDOW FRAME 1: SEALANT DISTANE M 3A ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL LAWSON SERIES: ITEM /)DWG. NO. PART NO. 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST QUANTITY DESCRIPTION REMARKS 1 L-3001 UI -118 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-3002 UI -115 1 FRAME SILL 6063-T6 ALUMINUM 3 L-3002 LII -115 2 FRAME JAMB -HINGE SIDE 6063 -TS ALUMINUM 4 L-3002 1-11-115 2 FRAME JAMB -LATCH SIDE 6063-T6 ALUMINUM 5 L-3004 LII -119 2 VENT TOP RAIL 6063-T6 ALUMINUM 6 L-3004 1 ­II -119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 7 L-3004 1 ­II -119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM 8 L-3004 L8-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 9 L-3003 LII -116 AS REQ -0. IN -POST 6063-i6 ALUININUM 10 L-3006 UI -111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3' L.) 11 L-3005 1-11-113 AS REO'D, FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) 12 L-3010 Ul -7708 AS READ. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM 13 L-7531 L-7531 AS REDD. GLAZING BEAD BULB VINYL PJC VINYL 14 SM -5731 AS REOD. GLAZING SEALANT - SILICONE 15 L-3012 LI -110 AS REOD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL . 16 L-3011 Ul•-133 AS REO -D. GLAZING BEAD 11/16' LAM./INSUL. 6063 -TS ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN -POST 20 8 - FRAME ASSEMBLY SCREWS 910 X 1" PH SMS 21 8 . VENT ASSEMBLY SCREWS 910 X 1 1/4" PH SMS 22 2 X VENT 4 BAR 90' _HINGES - STD. & H.D. 23 VENT 4 BAR 45' HINGES - STD. & H.D. • 24 —2--X AS READ. HINGE MOUNTING SCREWS 910 X 1/2" P.H./PHIL B 25 1 X VENT VENT OPERATOR - DUAL or SINGLE ' 28 4/ OPER. OPERATOR MOUNTING SCREWS 910 X 3/4' F.H./PHIL. SDS 27 1/ OPER. STAINLESS STEEL 'C" TRACK 28 2/ TRACK TRACK MOUNTING SCREWS 98 X 1/2" F.H./PHIL. SDS 21 1/ OPERATOR STUD BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS 98 X 1/2" F.H./PHIL. SOS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 910-32 X 3/8" PH MS 33 1/ VENT LOCKING MULTI -POINT BAR 34 1 x LOCK POINT TIE BAR NYLON GUIDES 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS_ 98 X 1" PH./PHIL_ B 36 1/ LOCK KEEPER (ST. STEEL) 37 2/ KEEPER KEEPER MOUNTING SCREWS 36 t-3014 4 SNUBBER 6063-75 ALUMINUM 39 2/ SNUBBER SNUBBER INSTALLATION SCREWS I#a X 1/2" PH SMS o Comply w/ 2010 FBCL /'1 T�/ S �j �• `/ 8801 N.W. 80 ST. _ ON MEDLEY, FLORIDA 33188 (II, RIFE. �YIV'C.PN No. (SOS) 698-8880 MANUFACTURER OF QUALITY AWANINUM WINDOWS AND GLASS DOORS wW RSvtsWA to Sheat 5 n 6 of 7 — D- 4'7PMPo.r rmcw/Marw n.. A.r0—., n A.wt-, 0,NDA r tnAooN c+,mA 8-o N. ERA20/DD Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS N. ERA20 080/88/14 A`/2 0 &.4, Aoduat Ay CA4ExFSU3200-QBRDA-DlDro— -- L3200-0801 SM.k 4 OF r 5/16" LAMINATED GLASS COMPOSITION -- TYPE "A" ITEMDESCRIPTION 12 DETAIL I I/8• ANNEALED GLASS 2 0490' PVB IMERLAYER 12"ite PVB by DUPONT or Soft.. PVB by Eostnsn Chenrcol Co. o0�a• _ 3 1/e' ANNEALED GLASSW. --===- 6 18 LAMINATED GLASS COMPOSITION - TYPE B' 14 W 14 19.125 50.825 2 4 ITEM DESCRIPTION DETAIL /16 16 19.125 63 2 5 1 JAr HEAT-SIKNG14TENED GLASS T GLA ING BITE y� 16 19.125 74.25 2 5 2 0.090• PVD WTERLAYER H32 26.5 28 3 2 6 IB" laminated G Safi- PVB by Eostnan Chvrkat Co. '� "'-'"'- �, hm 28.5 38.375 3 3 3 VB• HEAT-STRENGHTENED GLASS48 H34 26.5 550.6253 4 6 18 LAMINATED GLASS COMPOSITION TYPE C 13 O 26.5 63 3 5 TT H36 28.5 74.25 3 5 ITEM DESCRIPTION DETAIL U 22 37 26 3 2 1 1/8• NEAT-STRENGHTENED GLASS _ _ 3 3 2 MO' INTERLAYER ,g• _ - _ _ SentryGase Intertoyer by DuPont I _. _ _ ____ __ 24 37` 50.625 3 4 3 1/s• HEAT-S7RENGHTENED GLASS I _'__ _ak0• - 3 5 26 37 74.25 3 5 14 2020 24 24 2 2 9/16 2030 24 38 2 3 GLA ING BITE 2040;. 24 48 2 4 7 t8 LAMINATED GLASS COMPOSITION - TYPE ' D RM DESCRIPTION DETAIL Laminated '� 2060 24, 60 2 5 PE 2060 24 72 2 5 1 3/16' ANNEALED GLASS L .IST 2 0.0W PVB WIERLAYER ,sTC�''-r;,_-:-r�=_v._es; 16 13 2M 30 24 3 2 Sane. PVD by Eoatnan Chenicol Co. T ss W 2630 30 38 3 3 3 3/16• ANNEALED GLASS _ iy 2640 30 48 3 4 03 2650 30 60 3 5 11/16" LAMINATED GLASS COMPOSITION TYPE E" _.__� :_--_.:__ : a 2660 30 72 - 3 5 YPEM DESCRIPTION DETAIL p .� = z-- ---'-:' 220 32 1 24 3 2 1 I/8• ANNEALED GLASS 2 0.090• PVB INTERLAYER _ 14 2640 32 48 3 4 a .,._._,., Soflex PVB by Enstnon Ch -J-1 ca ___- � O. ,,,. � 2660 32 60 3 1 5 3 I/8• AMIEALED GLASS MIT 9/16 GLA ING ITE v6• ANNEALED GLASS -Yoko 1 11/16' Laminated/insulated LAMINATED GESS TYPES TYPES GLAZING OPTION DETAILS 72 5 t T ATE -- Flange Frame Window Glazed with 3200 Impact Casement Window Glass Type "A' 15116"Annealed(Rass GlassType'B" GIas9Type"C" GIas9Type 'YY' Glass Type"F' Configuration: ")C' 70.0 5116" HS. Gass -PVBI 6116" H.S. Gass -SGP 7116" Annealed Glass 11116" Annealed GI Size I Width I Helght Anchors pP(+) DP(-) DP(+) pPO DP(+) DP(-) DP(+) DPO DP(+) pP[. Code (in) (in) Head/SIII Jamb psf W -( psi paf W 1W W pef asf 6 18 LAMINATED GLASS COMPOSITION - TYPE B' 14 W 14 19.125 50.825 2 4 ITEM DESCRIPTION DETAIL /16 16 19.125 63 2 5 1 JAr HEAT-SIKNG14TENED GLASS T GLA ING BITE y� 16 19.125 74.25 2 5 2 0.090• PVD WTERLAYER H32 26.5 28 3 2 6 IB" laminated G Safi- PVB by Eostnan Chvrkat Co. '� "'-'"'- �, hm 28.5 38.375 3 3 3 VB• HEAT-STRENGHTENED GLASS48 H34 26.5 550.6253 4 6 18 LAMINATED GLASS COMPOSITION TYPE C 13 O 26.5 63 3 5 TT H36 28.5 74.25 3 5 ITEM DESCRIPTION DETAIL U 22 37 26 3 2 1 1/8• NEAT-STRENGHTENED GLASS _ _ 3 3 2 MO' INTERLAYER ,g• _ - _ _ SentryGase Intertoyer by DuPont I _. _ _ ____ __ 24 37` 50.625 3 4 3 1/s• HEAT-S7RENGHTENED GLASS I _'__ _ak0• - 3 5 26 37 74.25 3 5 14 2020 24 24 2 2 9/16 2030 24 38 2 3 GLA ING BITE 2040;. 24 48 2 4 7 t8 LAMINATED GLASS COMPOSITION - TYPE ' D RM DESCRIPTION DETAIL Laminated '� 2060 24, 60 2 5 PE 2060 24 72 2 5 1 3/16' ANNEALED GLASS L .IST 2 0.0W PVB WIERLAYER ,sTC�''-r;,_-:-r�=_v._es; 16 13 2M 30 24 3 2 Sane. PVD by Eoatnan Chenicol Co. T ss W 2630 30 38 3 3 3 3/16• ANNEALED GLASS _ iy 2640 30 48 3 4 03 2650 30 60 3 5 11/16" LAMINATED GLASS COMPOSITION TYPE E" _.__� :_--_.:__ : a 2660 30 72 - 3 5 YPEM DESCRIPTION DETAIL p .� = z-- ---'-:' 220 32 1 24 3 2 1 I/8• ANNEALED GLASS 2 0.090• PVB INTERLAYER _ 14 2640 32 48 3 4 a .,._._,., Soflex PVB by Enstnon Ch -J-1 ca ___- � O. ,,,. � 2660 32 60 3 1 5 3 I/8• AMIEALED GLASS MIT 9/16 GLA ING ITE v6• ANNEALED GLASS -Yoko 1 11/16' Laminated/insulated LAMINATED GESS TYPES TYPES GLAZING OPTION DETAILS 72 5 t T ATE -- 70.0 73.0 ).0 73.0 5 82 0 . I 70. ] 0 820' 820 70.0 820 70.0 820 ] 70.0 820 70.0 73.0 70.0 820 70.0 820 70.0 73.0 59.D 59.0 1 70.0 1 82.0 1 70.0 1 62.0 59.0 59.0 70.0 820 70.0 640 59.0 59.0 70.0 840 70.0 840 59.0 59.0 1 70.0 1 82.0 70.0 1 820 tw n sa n 711 n A7 n _ I _ ).0 730730 70� 10 Tao 70.0 73.0 ).0 73.0 70.0 73.0 ).0 73.0 70.0 73.0 ).0 73.0 70.0 73.0 ).0 73.0 70.0 73.0 ).0 73.0 70.0 73.0 PRODUCT REVISED at complying with IUD Plat)da 30ding Code e, \crept No �ti3 L �� Ii;NPiratlan Date } fly 4 o Comyty w 2D10 FSC tl /8 8/Y/ 'lam ' / . /Ll J.1LJ1Li CD/Ytl/ fes"!! 1 \V! MEOBLEY,FLORIDA 33166 T. one Revision to sheet 5 of 7 D Y7 S'i' R 8 I C . PH No. (305) 696-8660 MANUFACTURER OF QDAWTY AAUNINUN FINDOII'S AND CLASS DOORS O`em Co- Po.9 ftvx pN Latayaryf SMrr/Yad�tr f 4 f4Wsfon k NOA A98 Y 7 IL=";; -o, - N. ERA20 °vN ooroa Series: 3200 Outswing Impact Casement Window N. ERAEO '"� 04%26/1a GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS B is.". Aiadi" A.f CASEUEN Ji00-0&Y0.0-01 I� s N` � L3200-0801 nis8 Flange Frame WindowG1azed with 3200 Impact CasementW)ndow Glass Type"N' GlatlsType"B" Glass Type"C' GIas9Type'ly' Glass Typo"v onti uration: "XX', "XON' or °'OX" 115ne AlEreal xtaa6s 6118^ xs. Gass •PVB 511 s" xs. as 16 -SGP 7ne" al6tsal HACfa6s 11118 AlmaldedClas6 a Wcth I MIcht I ADChols 0P(-) Dt(+) I I)'(-) D'(+) I UP(-) I a'(+) I oP(•) .. DP(+) I a'() 4040 48 1 f 4 4 1 70.0 70.0 I 111111�iii 8 18 LAMINATED GLASS COMPOSITION - TYPE H ruu 14 51 ru.v 1188 DESCRIPTION DETAIL 9/16 ING ITE 4050 1 1/B' HEAT-STRENGHTENED GLASS �� .. _ 2 OD 90' PV8 INTERLAYER 1Q GLA 5/18" (aminated 4 Softer PVD by Eostnon Cbentot Ca 1 1 700 O 700 73.0 70.0 3 1/8' HEAT-STRENGHTENED GLASS 48 73:0 0 16 LAMINATED GLASS COMPOSITION - TYPE C 13 {y ITEM DESCRIPTION 1 1/0•INHEAT-STRENGNTENEO GLASS DETAIL 5 _ --- 1 70.0 R 069-' INTERLAYER-/ -- -�-• - 73.0 - - --_ 820 Sentryaoss Interteyer by B.Pont � .__._..-_.q3ar 70.0 -'-'-'--"- 6030 60 3 1/8' NEAT-STRENGHTENED GLASS 5 3 1 70.0., 70.0 _ .. _'.... - .73.0 14 51' 820 70.0 9/16' 70.0 73.0 7 16 'LAMINATED GLASS COMPOSITION - TYPE D GLA ING ITE to ';, (TEN 'DBBCRIPTIOH DETAIL. 7/16" Laminated 70,0 .1 3/16' ANNEALED GLASS ter - 700 73.0 70.0 -11011 e "IV PVD tNTMAYER aw• 70.0 16 13 .70.0 Sarlox PV8 by Eostnon Ch.'k l Co. swo 6050 60 3 3/16' ANNEALED GLASS 5: 4 700 70.0 70-0 , A 11/16- LAMINATED GLASS COMPOSITION TYPEE 820 70.0 MM DESCRIPTION DETAIL 73.0 8020 72 24 1 1/6• ANNEALED GLASS 2 70-Q 70.0 ' 2 0090' PVR INTERLAYER ••1 soPVR by E.0- Ch -L-1 Co. ® tµ• 73.0 14 51 820 3 118' ANNEALED GLASS =-Y 4 1/4' INSULATED AIR SPACE .t - _ -: -mss' 9/16 GLA ING BITE 70.0 -TO.0 6 1/8' ANNEALED GLASS 11/16" Laminated/Insulated 72 LAMINATED GLASS TYPES GLAZING OPTION 3 70 0 DETAILS 70.0 Flange Frame WindowG1azed with 3200 Impact CasementW)ndow Glass Type"N' GlatlsType"B" Glass Type"C' GIas9Type'ly' Glass Typo"v onti uration: "XX', "XON' or °'OX" 115ne AlEreal xtaa6s 6118^ xs. Gass •PVB 511 s" xs. as 16 -SGP 7ne" al6tsal HACfa6s 11118 AlmaldedClas6 a Wcth I MIcht I ADChols 0P(-) Dt(+) I I)'(-) D'(+) I UP(-) I a'(+) I oP(•) .. DP(+) I a'() 4040 48 1 48 1 4 4 1 70.0 70.0 I /ut; :rs.0 I ruu U/ -U I ru.v fav rvv, rav 4050 48 1 60 4 4 1 700 70.0 1 700 73.0 70.0 820 70.0 73:0 70.0 73.0 Sam 60 24 5 2 1 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6030 60 33 5 3 1 70.0., 70.0 700 .73.0 70.0 820 70.0 73-0 70.0 73.0 6040 6D 48 5 4 70,0 70.0 700 73.0 70.0 820 70.0 73.0 .70.0 73.0 6050 60 60 5: 4 700 70.0 70-0 , 73.0 70.0 820 70.0 73.0 70.0 73.0 8020 72 24 6 2 70-Q 70.0 ' 70-0 73.0 70-0 820 70.0 7aO 70.0 -TO.0 73.0 8030 72 36 8 3 70 0 70.0 70.0 73.0 70.0 820 70.0 73 0 73.0 Brun 79 An a a Inn 700 70.0 73.0 700 820 70.0 73.0 70.0 73.0 6D PRODUCTRE1V11tt Ethe Plaiida Bs mete Y�8 Building Colo Acceplsnueldo � �G.+� fl�piratmn Dote Miem' ade Product CO Dol i 0 OT 13 PROpEB gqNAL ENORIEE$ .. �L 3.IR 46226, if 99 e.. R Re4P A Revead to C"Ply r/ 2010 FBC ,g g��'/a T ,p'Y1 ]0 j SSOt N.W. 90 ST. .L/�D V 6('/ f�LO,y 1 `►V_`I MEDLEY, FLORIDA 33188 .7 PH No. (305) 696-8660 S. Reneoot OrdRavNsion to sheet 5 & 6 of 7 MANUFACTURER OF QUALITY ALUANNUY WINDOWS AND OLASS DOORS .,� k iii/// yyy i� ,. , F/u*u Crruw Pail Chic hvd Ca4pmTF8Mv/tla/�G Drm RV !+ RMs[pn It NOA r yIWDON 3100 08-Ot N. ERAZO 07/2?/OB Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -OX -XO" UNITS A�tf/ LyAET'J,t- DATE- J_"�'`hk I7fi<• Rry d RV 0.4 Rte - N. ERAZO 08/25/14 R.v4ren LtuaC S.W B rod., er.1- se N++mMn R+wA+Y m"nCm. 3b.G CASEMEN73200-OBNt1A-Of 1.3200-0801 0 OF 7 O FRAME IN -POST RAIL L-3003 Ni RAL i 1218 7'435 ASSEMBLY SCREWS{ l a 4" 4 I 6063-T6 ALUMINUM .r 2- $AR �D X 1 1/4" P.H./PHIL. SMS OFRAME HEAD4"sf�y E� ti�iREYrs I .r 17 L-3001 H./ sM5 I f RAL 6063 -TS ALUMINUM - -VENT I ' 2.250 ._.__ _....... ................ ._.... ......... 0.062 2.312 0.062 I m ................... L .062 n .062 '6 71 t ue .062 ANCHOR CLUSTER 20 z1 a 239 t. 35 (HEAD/SILL TYPICAL) .. - -- - VENT JAMB 4,787 FRAME JAMS � INPOST ANCHOR DETAIL 1, FRAME CORNER DETAIL VENT RAIL, CORNER DETAI1 5 6 7 8 596 2 3 4 1.875 VENT RAIL FRAME IMPOST 0.062 L-3004 SEE MULLION APPROVALS FOR FRAME SILL / JAMB:- 6063-16 ALUMINUM -' MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. 3 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, , L. - I CASEMENT WINDOW OR, MULL SHALL GOVERN - 2.2$0 - 0-..042 a Z 2 - 1/4' MAX. ' - SHIM , • i-.0$2 0.062 .S. X 1 1/4" L. . FOR SPACING FRAME SILL Lb 2.399 0.688 I �- ALLTEEL IN CONTACT WITH I - BE PAINTED OR PLATED ............................ _.......... ...... ... .....-.I,........... ............_.__.._................... = ' r2.METAL - STRUCTURES: _...._......_...............:...0.078 Nr FRAME SHEAR PLATE 0.3 0 ��R ALUM. 1/BMIN. THICK) 6063 -TS ALUMINUM �EEL 0.720 Fy =< 36 KSI MIN. UMINUM : 6063--T5 MIN. �SEupgBotR�W4"7215/37ALUMINUM SEREALANTER 3�OW FRAME FRAME IMPOST DETAIL SNUBBER O L-3014 -TS ALUMINUM METAL, STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 0.3776063 10 FRAME SILL ANCHOR CWP .094 7 7 RODUCT REVISED L-3006 FIXED LITE MOUNTING BRACKET is co711PIyil,EwilhThe Fledda 6063-T6 ALUMINUM 0.094 ,970 L-3005 6963-T6 ALUMINUM ActtpimtceoN i 2. ExpirmlonDete ?AIYi o.1e6 . 070-1 NilAm Produet 2.J9a .478 12 GLAZING BEAD 16 GLAZING BEAD GLAZING BEAD 48 a _:PkO D 8 Ek, PL 80226`- -✓� R.w +Ness A Rertred to C..* 2010 Fec �� ®� 6501 N.W. 90 ST. 8. Rei of Dnd R.-A60e lD sheat 5 At 6 01 7 5 16" Laminated / li/18" Insulated/Laminated 7/16" Laminated MEDLEY, FLORIDA 33166 L-3010 or L-7706 L-3011 or WI -133 L-3009 or L[i-159 ^ IND s IE:3 INC. PH No. (305) 698-8660 8063-T5 ALUMINUM 6063 -TS ALUMINUM 6063-T5 ALUMINUM 1 , NANUFAVURNA OF 9UAMTV ALUMINUM FINDOYS AND OLASS DOONS Dime HdVANChM Sw4 �erK lam R7aau N DmY' N RnANm 0- Part daM 1—.-=v NOA Y 32D0 CN01 08 01 D.eot 0915 0.601 050 } °""' N. ERAZO D°i erer a Series: 3200 Outswing Impact Casement Window 0.391 _{ oz66 �, xwwaO� Da 'e/t4 0.888 0.050 O.6B6 10.11$p,/{}��} N. ERAZo EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS RrW1on 4ay.e - smlu B Praa..s RN + D.aw1re Name.., 87wo Ca4E4ENf3900-08NOA-Ot L3200-OBOI 7 OF 7 DAT= 'u "+°� E_ MU4W� MIAMI -DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 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 TANCE (NOLO. �vww.rmiamidade.gov/peri! Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 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 : Clapped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Mimi -Dade County Product Control Revision stamp with the Notice of Acceptance number a n�ra ct,..... +� uct Control Section. 3 R MISSILE IMPACT TIN ;,. Large and Small Missile Impact Resistant inert b e m IlA>sEL11NG; Each unit shall bear a permanen 1a e1 wt a menu acture 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. TERMWATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-0610.02 and consists of this page I 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, 2017 J12. Approval Date: March 29, 2012 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, 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. IIETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, 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-Seda, P.E. (Submitted under NOA# 03-0225.0 7) 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 E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Subnd ted under NOA.# 03-0223.07) 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 Hilbert 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# 03-022506) Manuel.Perez Product Control Exa er . NOA No. 12-0127.07 Expiration late: May 30, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. 'PESTS (CONTINUED) 6. 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 hurricane Engineering & Testing, Inc., Test Report No. IIETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under 1 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 NNOA# 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 complies 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 I . Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, M6. for their Clipped Aluminum Tube Mullion w/ 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 finer NOA No. 12-0127.07 Expiration Date: May 30; 2017 Approval Date: March 29, 2012 E-2 ANCHOR/CLIP VERTICAL GLAZING PRODUCT ; ANCHOR/CLIP HORIZONTAL MULLION GLAZING ! oa J PRODUCT �v1 VERTICAL VERTICAL ANCHOR/CLI L , / MULLION MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT W 1 '•._ ..• W2 MULLION SPAN ANCHOR/CLI W1 W2 W3 MULLION SPAN WIpTH (W) = Wf + W2 + W3 2 w112 W WIDTH (W) = wt + W2 2 ANCHOR/CLIP ANCHOR/CLIP HORIZONTAL MULLION VERTICAL GLAZING MULLION $ GLAZING GLAZING oa PRODUCT PRODUCT �v1 PRODUCT z a ANCHOR/CLI L , / I L.'_ w112 W WIDTH (W) = wt + W2 2 ANCHOR/CLIP ANCHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCT F HORIZONTAL MULLION r GLAZING GLAZING PRODUCT $ GLAZING PRODUCT F HORIZONTAL MULLION r GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT z a VERTICAL rn MULUON AN W 1 '•._ ..• W2 MULLION SPAN WIDTH (W) = W7 + 12 2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI–DADE COUNTY APPROVED IMPACT AND NON–IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE 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 LE: 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 SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. 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. ` REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. s REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS RLFER TO SHEETS 6, 7, 8. & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT REVISED �Tilri�s a iLn theFl -Fmda BuBd6lg Code — c� O 'itXi* 6 fkA IG 1.6sD yy a A62 � tr7 A56 TYP. .062 53.000 IH 1.409 4.0802 .4.000 .115 '_'T 3.000 2 3.000 dI O o a I 2 X 4 TYPICAL 2.2000 z M Ib -4.500 STD. TUBE WINDOW FRAME Z r o O z WJ Z 0 Ll 0 � 2X MULLION CLIP MULL ON i CL ZZq o 8083 -TB ABB ,� .IS6r.] d .102 1.000 .102 .t56 070 I NOTCH 'L' 6.DOD 1.062 1.189 1.062 1-062 5 U7 �'L' OPTIONAL 2% 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 2O C) F STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULUON CUSTOM MULLION CUSTOM MULLION I m MULLION 6063-T8 6063 -TB 8093 -TB 8083-T6 8063 TS H Ixx: 2.070 in4. Ixx: 1.000 in° Ixx: 0.950 in° Ixx: 0.370 in4. Ixx: 0.330 in°. U 4o Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 4a 0 2AOD o (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ~ b '�z-+' ® i STANDARD TUBULAR SHAPES 2.000 5 '1 TYP. WALL - 125" ALL j' N O "�' CCCiii h ALLOY v 8083-T6 1.000 12S t-' _- .750 I GLAZING PRODUCT ~W as 2ADD 6 2.000 329 2.250 M lADO Z .125 4.000 44 t •i 6.000 3.000 � H 'i .125 2.000 4.500 O a 4.000 1X MULLION CLIP 2.000 3000 4.D00 fit 8063-T6 1% 4 1% 3 L LU L MULLIONS CONTAINING ,'T T I d > STO TUBE MULLION ST6 TUBE MULLION NOTCH .L.� TYPICAL GLAZING PRODUCTS 2 X 6 8063-76 6083 -TB 6063-78 OPTIONAL HORIZONTAL OR VERTICAL 2 X a Ixx: 2.070 in4. Ixx: 0.950 in4. Ixx: 0.330 in4. o SEE WINDOW OR DDDR APPROVAL FOR STD. TUBE MU LL ION $JQ. TUBE MULLIOIN Sxx: 1.035 in3 Sxx: 0.633'>t CF VLSL mply#&,RO. 330 tn3 us coing Ike FASTENERS SIZES AND SPACING 6063-76 6083-T6 UuildingCOde a 4 4 "A Accorl0um N Ixx: 8.280 in. Ixx: 2.980 in. 7 z z Bx iralicn y a4 Sxx: 2.760 in3 Sxx: 1.490 in3 8i \/ R CTANG ARALUMINUM T ISN a INSTRUCTIONS USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT o00®�,0®� •�a:;�l}/�®is STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENINQ AND CAN BE USED WITH ALL LAWSON'S MIAMI-RADE ®�°0;•••• ` COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. u. A; NOTCH STEP 2 USE REQAP O SD GLAZING PRODUCTS MEETING ABOVE LOAD °°� ,'F., ® C°�,,� OPTIONAL STEP 3 CONNECTION i0 MULLION AS PER PRODUCT NOTES °T� �L a a: z •0 .12s MIN. STEP 4 SPECIFY MAxacuM sHw 5P7cwG. 1. REFER TO THE GENERAL NOTES ON SHEET 2.ODD USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULUONS. IN STEP i ABOVE. IB ,( ..... ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. OI�Ftgtell ••I 00 6063-T6 INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION -2.OD0 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ASM, ARRANGEMENTS OR STACK CONFIGURATIONS. 6 q CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688• 1 X 4 3.688' 2 X 4 3.688' 2X6 5.688' MUL-LS PAR 38.38" 87 15.4 44.5 40.0 38.4 33.3 40 R 48 xl-i6iNS - 21.6 31.1 852 1X2 1X3 1X4. 2X4 2X8 160.0 1500'` �- - -' `'`1�0".Yf" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 123.0 150.0 150.0 150.0 150.0 102.5 150.0 150.0 150.0 150.0 87.9 150.0 150.0 150.0 150.0 76.9 150.0 150.0 150.0 150.0 68.3 137.6 150.0 150.0 150.0 61.5 123.9 150.0 150.0 150.0 55.9 112.6 150.0 150.0 150.0 51.3 103.2 150.0 150.0 150.0 47.3 95.3 150.0 150.0 1500 89.3 150.0 150.0 150.0 15110 67.0 150.0 150.0 150.0 150.0 $3.6 142.3 150.0 150.0 150.0 44.6 118.6 150.0 150.0 1500 38.3 101.7 150.0 150.0 1500 33,5 89.0 145.4 150.0 150.0 29.8 79.1 129.2 150.0 150.0 26.8 71.2 116.3 150.0 150.0 24A 64.7 150.0 150.0 22.3 59.3 96.9 139.5 150.0 211.6 54.7 aaaa 128.8 150.0 62.6 150.0 150.0 150.0 150.0 48.9 135.1 160.0 150.0 160.0 37.5 108.1 160.0 150.0 150.0 31.3 90.1 150.0 150.0 150.0 26.8 77.2 131.1 150.0 150.0 23.5 67.5 114.7 150.0 1500 20.9 60.0 101.9 146.8 150.0 18,8 54.0 91.7 132.1 150.0 17.1 49.1 83.4 120.1 150.0 15.6 45.0 78.5 110.1 150.0 41.6 70.6 101.6 150.0 48.3 133.4 150.0 150.0 150.0 34.8 100.0 150.0 150.0 1500 27.8 80.0 150.0 150.0 150.0 23.2 66.7 125.2 150.0 150.0 19.9 572 107.3 150.0 150.0 17.4 50.0 15.4 44.5 40.0 38.4 33.3 40 R 74-114" 18 93.9 135.1 150.0 48 108" - 21.6 31.1 852 VERTICAL 83.4 120.1 150.0 MULLION as®�� OD to v 19.2 27.7 75.7 61 GLAZING GLAZING O PRODUCT PRODUCT 17.3 24.9 68.1 8U 68.3 s 74-114" 18 93.9 135.1 150.0 48 108" - 21.6 31.1 852 48 83.4 120.1 150.0 84 as®�� OD to v 19.2 27.7 75.7 61 75.1 108.1 150.0 80 17.3 24.9 68.1 8U 68.3 98.3 150.0 88 z ••a I Bo®�®p 15.7 22.7 62.0 88 62.6 90A 150.0 72 aaa�■ .W0. - 20.8 56.8 72 57.8 83.2 1500 78 E C7 192 52.4 78 HDRRONTAL MULLION d � o ,s-aLazNo TYPICAL MULLION ARRANGEMENTS w m aaa�m aas®rte■ ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE aaaa� NOTE: aaaa� aisaam MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED as g VERTICALLY OR HORIZONTALLY, GLAZING PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) aaa® PRooucr PRooucr a�aa WIDTH (W) = Wt + w2 2 MULLION SPAN I aaaa 120" 132" 144" � a as®�� OD to v 19.9 � o o0.®� O M R ° LU m w cmnplyln8 w"dw Fiodit Z�Z � z ••a I Bo®�®p o C coag O aaa�■� 0 } aaa�■ .W0. aaa®� aaaa E C7 d � o aa�®� w m aaa�m aas®rte■ aaaa� aaaa� aisaam as aaa�� aaa® a�aa aasa�■ aaaa aaaa�I aoao� ae�a� aaa®� aaaa aaaa� aaaa aaaa� . � a OD to v 19.9 � o O M R ° LU m w cmnplyln8 w"dw Fiodit Z�Z � z ••a I Bo®�®p o C coag O 0 } 3 .W0. E C7 d � o w m 19.9 ®p0000011111pppppe PRODUCE R8VIS8D ° LU m w cmnplyln8 w"dw Fiodit BuBdillg Acceptmat 8ayypirnllen Dffio /% } ••a I Bo®�®p MimnideRo&let o1 �pp411 000,0 0 � t 1 a �I X L69D i. a2s lAoo G .062 � ,6gg .322 1.000 g'3 h .156 TYP. _ _ .125 •688 per" C 3.100 1.405 32OA00.I754.00D 3.000 3.000.062 m W c Uj2�X'4 4.0003bBS 3.100 a886TYPICAL 4500 DOW FRAME Z � Z w•. 2X MULLION CLIP b100" � � a 8063-T8 •186 .102 .136 I ,102 2 x 6 Ib 1 x 3 1.188 , NOTCH 'L' 6.100 STD. TUBE 1062 1 X 4 ID62 STD. TUBE MULLION 1 x 3 j o �'L' OPTIONAL MULLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION ry 1 CUSTOM M GLUON 6063-T6 CUSTOM MULLION 4 80$3 -TB 6063 -TO . a a a Ixx: 2.168 in° Ixx: 2.218 ir° Ixu; 4,709 .n. Ixx: 4.709 in. Ixx: 2.168 in. 3 3 S 3 Sxx: 1.445 in. Sxx: 1.479 in3 y 6. ® Sxx: 2.355 in. Sxx: 2.355 in, Sxx: 1.445 in. 4 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) •3 o STANDARD TUBULAR SHAPES 'J .i TYP. WALL - .125` ALL P-000 p o a ALLOY - 6063 -TS .7SU u TYPLCAL GLAZING PRODUCT • � 0 1829 � � � 2.000 .125 2.250 �f F41~ •i 6.000 81 2 S.M.S. 012' O.C. 4.000 .125 4.SOD IM y. o a 1x MULLION CLIP 3.000 4.000 3.625 }"u 8083 -TB 8 M�JLLIONS CONTAINING s o 'L• t TYPICAL GLAZING PRODUCTS c4xs.4NOTCHOPTIONAL HORIZONTAL OR VERTICAL PRODUCTREVlBBOv complyingwithth0 WmHIaBmlding Code cc ®SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 AccoptO1tc0No FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION 6xpim *P 7 U 6053 -TS 6063 -TB ly„ Z Ixx: 19.648 in4, Ixx: 7.649 in° imi Pr Sxx: 6.549 in� Sxx: 3.825 ink c �'L•� �•L'� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULLMULL "L° INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. ®00®®8® •� • �I�� �Pd�® THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ®0®0C)�:••e••• ••••••'�®Qe,,e STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING,AND CAN BE USED WITH ALL LAWSON'$ MIAMI -DARE ®®®�,<'• y, 6,'•ey .STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. ovjW .; Q e NOTCH REQUIREMENTS. s OPTIONAL 2 X 4 3.688' STE P 3 USE CONNECTION TO MULLION AS PER PRODUCT •, {� APPROVAL. $' ° 4( •125 ANN.STEP 4 SPECIFY MAxrmum SHIM SPACING 1, REFER TO THE GENERAL NOTES ON SHEET �Q 8•�, �j ����s� 2.DOD USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SUE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2NUG INTO TUBE WHERE ANGLES ARE MULLIONS. NOT FIT SNUG (USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 2 HORIZONTALLY. MULLIONS MAY BE ORIENTED VERTICALLY OR ®oe�°• N STEP I ABOVE. ANGLE CLIP INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 0 li 2.100 e063 -re ANCHOR DETAIL AT SHEET 9 OF 10. MORE Twuv INC DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Ca 1 X 2 1.698' 1 X 3 2.688• 1 X 4 3b8B' 2 X 6 5,688' � R " STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS =^f Q ,o D �° •5 h yon a 0 o rc .. m p m a J O z Z' c 2 ow Z Xa 7 m b aa� Q z r3 U M $ 0 j my U1 0 N O N 10 �$s m u z 4 ��GLAZ NC HDRRONTAL MULLION TYPICAL MULLION ARRANGEMENTS py ®®®�j ,e '��a,^/% PRODUCT ij 0®Z ° • �y °s ARCHES TO BE INSCRIBED ILS ®�•� N LL 6jO sy'd INSIDE RECTANGULAR SHAPE c� 6) Tq t? Q za NOTE: • eZ !a1 $� Z.. In MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODULT REVL9ED • G H go: In VERTICALLY OR HORIZONTALLY. mcmnoyiM%vMthe FlarNm ° c N 4. A� : GLAZING GLAZING Build' Coda PRODUCT PRODUCT {INTERPOLATION BETWEEN WIDTHS ALLOWED) AcwpUmooNo o � �mm ®•,.�•� ,• o®a !ration mbt /% •0 1y��i° WI + w2 w1 w2 WIDTH (W) = MULLION SPANL. 2PPNtDb O Width w MULL SPAN 1X3 1X4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X8 98 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.p 150.0 24 33.0 71.8 116.6 150,0 30 150.0 150.0 150.0 150.0 30 111.6 150.0 160.0 150.0 30 26.4 57.4 93.2 150.0 38 150.0 150.0 150.0 150.0 38 93.0 950.0 150.0 150,0 38 22.0 47.8 77.7 150.0 42 150.0 15x.0 150.0 150.0 42 78.7 150.0 150.0 150.0 42 18.9 41.0 68.6 150.0 48 38-3l8" 150.0 150.0 150.0 150.0 48 74-114" 88.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 64 150.0 150.0 150.0 150.0 b4 62.0 934.6 150.0 150.0 84 - 31.8 51.6 933.1 BO 150.0 150.0 150.0 150.0 80 55.8 121.2 150.0 150.0 80 28.7 48.6 119.8 88 150.0 15Q.0 150.0 150.0 86 50.7 910.1 150.0 150.0 88 - 28.1 42.4 108.8 72 156.0 150.0 150.0 150.0 72 48.5 101.0 150.0 150.0 72 - 23.8 38.8 98.8 78 15Q.0 150.0 150,0 150.0 78 42.9 83.2 150.0 150.6 78 - 22.1 35.8 92.1 18 150.0 150.0 150.0 150.0 98 128.4 150.0 950.0 150.0 18 33.1 71.8 116.8 150.0 24 150.0 150.0 150.0 750.0 24 88.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 30 i 50.0 150.0 150.0 160.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 160.0 36 950.0 150.0 150.0 150.0 38 84.2 139.5 150.0 150.0 36 i8.5 35.8 58.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 118.5 150.0 150.0 42 - 30.8 50.0 128.5 48 80.8/8" 150.0 150.Q 150.0 150.0 46 84" 48.2 104.6 150.0 150.0 48 932" 27.0 43.8 112,5 84 150.0 150.0 150.0 150.0 $4 42.6 93.0 15Q.0 150.6 b4 - 24.0 38.9 100.0 80 150.0 150.0 150.0 150.0 80 38.5 83.7 935.8 9b0.0 80 - 21.8 35.0 80.0 88 147.7 156.0 950.0 150.0 88 35.0 78.1 123.8 150.0 68 19.8 31.8 81.8 72 1 35.3 150.0 150.0 150,0 72 32.1 89.7 113.3 160.0 72 - 18.0 29.2 75.0 78 124.8 150.0 150.0 150.0 78 28.6 Ba.4 104.8 150.0 T8 - 18.0 28.9 89.2 . 18 150.0 150.0 150.0 950.0 18 86.0 150.0 150.0 150.0 98 25.5 55.4 88.9 950.0 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 18.1 41.5 87,b 150.0 30 150,0 950.0 150.0 150.0 30 51.8 112.1 150.0 150.0 30 15.3 33.2 64.0 138.6 36 150.0 150.0 150.0 950.0 36 43.0 83.4 156.0 150.0 38 - 27.7 45.0 915,5 42 1 50.0 150.0 950.0 950,0 42 38.8 80.1 930.1 150.0 42 - 23.7 38.5 @9.0 48 87" 150.6 150.0 150.0 150,0 48 88" 32.3 70.'1 193.8 950.0 48 144" 20,8 33.7 88.6 64 137.0 150.0 150.0 150.0 84 28.7 82.3 101.2 150.0 84 16.5 $0.0 77.0 80 123.3 150.0 150.0 150.0 80 25.8 58.1 81.1 150.0 BO 16.8 27.0 89.3 BB 112.1 150.0 150.0 150.0 68 23.5 51.0 82.8 150.0 Be 95.1 24.5 83.0 72 1 02.8 150.0 150.0 150.0 72 21.5 48.7 75.9 150.0 72 22.5 57.8 78 94.8 -T66 � VERTICAL MULLION GLAZING O PRODUCT PRODUCT j 0 150.0 150.0 78 19.9 4 .1 70.0 150.0 78 - - 20.8 53.3 18 83" 160.0 150.0 150.0 150.0 18 108" 80.4 131.2 950.0 150.Q 18 22.8 48.0 79.6 150.0 2a 150.0 150.0 15x.0 150.0 24 45.3 88.4 150.0 150.0 24 16.9 36.7 59.7 I 150.0 3D 150.0 150.0 150.0 150.0 30 38.3 78.7 927.9 150.Q 30 29.4 47.7 122.6 38 150.0 150.6 150,0 150.0 38 30.2 85.6 108.8 150.0 36 24.5 39.8 102.2 42 t30.5 150.0 15Q.0 950.0 42 25.8 58.2 91.4 15p.0 42 21.0 34.1 87.8 48 196.2 150.0 150.0 150.0 48 22.7 48.2 78.9 150.0 46 18.4 29.8 78.6 b4 101.5 950.0 150.0 150.0 84 Z0.1 43.7 71.1 950.0 fi4 16.3 28.5 88,1 BO BB 99.3 150.0 150.0 150.0 80 18.1 38.4 64.0 150.0 BO 23.9 81.3 83.0 950.0 150.0 150.0 88 18.5 35.8 58.9 147.0 88 29.7 55.7 >& 72 76.1 142.4 150.0 150.0 72 95.1 32.8 53.3 134.8 72 - - 99.8 51.1 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 VERTICAL MULLION GLAZING O PRODUCT PRODUCT j It n 3/16" 7APCONS MN. WOOD PENETRATION CLIP (1 ON EACH WING) S II WOOD 2 SYBUCK 9/16" TAPCONS 1-1/2• AM WOOD PENETRATION 1 PER ANC \z t ► I' VOOD BUCK II 1u1 ALUM ANGL �a IJ ALL CUPS AND ANGLES TO FIT SNUG • • f "' T `� '� g 1 INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. I I e ANCHORS TYPE `A` II 11 II II 2 ANCHORS INTO WOOD ' 'I II q ii it m I 11 11 1� IL _JI li it 2%2X 18" 3/16" TAPCONS VN. WOOD PENETRATION :LIP (2 ON EACH WING) 3/16• TAPCONS 1-1/2" MIN. WOOD PEWTxN 2 PER ANGLE __-__ 1 `-" WOOD DUCK N 1 I � � MIN. EDGE DIST, It it ALUM U U BLOCK) ANGLE o Q IZ 5/1e" TAPCONS 2-3/16" CONCRETE OR AN TYPE 'F` (INTO CONCRETE) 1-1/Y' MIN, WOOD PENETRATION PER ANGLE 4' OLLOW SL CK �..... INTO CONCRETE ORBLOCK o®®e��,e.. 5/16" TAPCONS 1-3/4• MIN. EMBED INTO MASONRY 5/16" TAPCONS 1-3/4• MIN. EMDED INTO MASONRY n i •� g.� 0 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE G MINIto co i P1 °I +•° o a .. 1 I I I mold e Z ato FLOATING CLIP '! I I 2 X 2% 1 8 2 7/16" MIN.- V w a I1 u ALUM ANctt ii_�i ii If 1 I _-- - Icli - ---- '� WDDD sucK c-' F q tx FLOATING CUP tl 2x2%,D ALUM ANGL.� I 1 I 1 I 1 1 I I I II 1 1 i 1 I I I ANCHORS TYPE 'D' (INTO BLOCK) U ANCHORS TYPE 'G' (INTO CONCRETE) z ~ ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS iHRU 1X BUCK INTO CONCRETE OR BLOCK c ' INTO TUBE MULLIONS. 1 " x4" & 2"x4" MULL 0 I TAPCONS MAY BE HEX OR FLAT HEAD. (tj ca, as MIN. EDGE DIST. 2-3/16" CONCRETE OR (n FX. 4" HOLLOW BLO K 3/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 9/18' TAPGONS /B' 2 PER CLIP (1 ON EACH WING) 1-3/4" MN. EMBED INTO MASONRY 1 PER ANGLE A VOOD BUCK II 1u1 ALUM ANGL �a IJ ALL CUPS AND ANGLES TO FIT SNUG • • f "' T `� '� g 1 INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. I I e ANCHORS TYPE `A` II 11 II II 2 ANCHORS INTO WOOD ' 'I II q ii it m I 11 11 1� IL _JI li it 2%2X 18" 3/16" TAPCONS VN. WOOD PENETRATION :LIP (2 ON EACH WING) 3/16• TAPCONS 1-1/2" MIN. WOOD PEWTxN 2 PER ANGLE __-__ 1 `-" WOOD DUCK N 1 I � � r � tx FLOATING CLIP I 1 ANCHORS TYPE 'C' (INTO It it ALUM U U BLOCK) ANGLE o Q IZ AN TYPE 'F` (INTO CONCRETE) 17 ' 2 ANCHORS Ri K �..... INTO CONCRETE ORBLOCK o®®e��,e.. 1 II ii ii 2x2xts" n i •� g.� 0 2 BY j' I LFLOATING CLIP I I ALUM ANGL� tl 1 Sg '� WOOD DUCK, �' PRODUCT' R6VIS®D u ®)d•, 1 i i i A 1 ,>s wraP)YNB WBh III.. H W I I I ANCHORS TYPE 'B' ALTERNATE 4 ANCHORS INTO WOOD ANCHOR LOCATION n MIN. EDGE DIST, 5/IS- TAPCONs MIN. EDGE DIST. 2-3/76" CONCRETE OR 2-3/16" CONCRETE OR 1-3/4' MW EMBED INTO MASONRY 1 PER CLIP 1 ON EACH WING) 5 16• TAPCONS 4� OLLOW BL CK 5/18" TAPCONS 4" HOLLOW BLO K 3 1�4, / 5/16" iAPCONS r 1-3/4" MIN. EMBED WTO MASONRY 1-3/4• MW. EMBED INTO MASONRY t_}/q' MIN. EMBED INTO MASONRY q MIN. 1 PER ANCLE 3/4" 4 PER CLIP (2 ON EACH WWO) 2 PER ANGLE m M .:.-. r 1 •3 @ ° .@ ... _ h�Qp1 i M — 1 ... s, ..�,'. •I .^-t _. •1' •I.t°. •"1� I 11N ♦1 �1� •I •it' �1°� t^ :.o 2: o ' I I I I 11 I I I I 11 1 7 f 1 J g I PPt I I 11 I I i I I I 11 I I I I ^O 11 II II II II II II II = II II CONCRETE OR I 1 I II 11 CONCRETE OR I I I I O. ! - CONCRETE OR IIL�-�I CEMENT BLOCK II it IL -JI CEMENT BLOCK II II �.. ---- n 11 2 K 2 X 1/B' -�.JJ I I 11 2 x 2 x 1/8° ^ i ---- CEMENT BLOCK P I1 11 ALUM ANGLE ---------- I l 1, 11 ALUM ANGLE \ 1 I I1 I \ 1 / 1 FLOATING CLIP , , 1 1 IN 1 1 I I CLIP U U N I 2 7 18 I I U U 1 I 1 I 1 I 1 MIN. I 1 I 1 1 I 1 I I I I r I I 1 1 1 I I I I 3 1/4" MIN. >y :'. b° PT•+ :t. ' \Z \-FLOATING MULL p ANCHORS TYPE 'D' (INTO BLOCKS �� ANCHORS TYPE 'C' (INTO BLOCK) a ' c • t ANCHORS TYPE 'F' (INTO CONCRETE) AN HORS TYPE 'G' (INTO CONCRETEi W o 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL N---------� ALTERNATE j t ANCHOR LOCATION MULL MULL Q 5 z I I 1 i I 1 i 1 FLOATING CUP . �2 PER CUP (1 ON -EACH YANG) 2 SMS PER ANGLE V• I 1 I I N CONCRETE OR If -TI \ CEMENT BLOCK p II 11 11 If II II II ' 5/16• TAPCONS 1-3/4• MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) I I I1 s 11 11 ALL CLIPS AND AN ES TO FIT SNUG I i it ^ II II INTO TUBE MULLIO r q. TAPCONS MAY BE OR FLAT HEAD. D :1' ".o. CLIPS OR ANGLES CONNEC D DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT ATINGS, SUCH AS BITUMINOUS PAINT OR 5/1 ' TAPGDNS WATER -WHITE METHACRYLATE QUER, 1-3/4' MN. EMBED INTO MASONRY 1 PER ANGLE n --,P iA•la... Z.T..a., 1w6mcT REVISM 4s complying with fire Pl�t@)� BuildtilgCO& A.opt.. No 1 .0l2? 1 MIN. EDGE DIST. 2-3/16" CONCRETE OR 1 2X6 MULL 5/16" TAPOONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL I 'V 2 X 4 1 3.688- 2 X 61 5.688' MULt 5/Is- TAPCONs 1-J/4' MPJ. Ebt6ED INTO MASONRY 4 PER CUP (2 ON EACH WING) MIN, EDGE DIST, 2-3/16" CONCRETE OR 4" HOLLOW 8LO K CLIP LENGTH MULL W 2 X 4 3.688' 2 X 6 5.688' 5/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) •1 1 3-3/4"•. t . " MIN. d. • • : . 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD Bu ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRU 1X BUCK ANCHORS TYPE 'H' (INTO CONCRETE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE H BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2`X6` MULL SHOWN 2'X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. PRODUCT REVISED 14 r as complyiss with Ills PW'ft EuildiPs CodeIt Acceptenm No �q ftxplTation Hata Mime ado PradilCt �O MI �o M � '~"om o0.. O4 $ n I Q z j �Qz od S a f MULL 5/16" TAPCONS 1-3/4' MM. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 IN. MIN. P 4 K: K6 MULL _ W 4 •1 1 3-3/4"•. t . " MIN. d. • • : . 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD Bu ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRU 1X BUCK ANCHORS TYPE 'H' (INTO CONCRETE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE H BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2`X6` MULL SHOWN 2'X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. PRODUCT REVISED 14 r as complyiss with Ills PW'ft EuildiPs CodeIt Acceptenm No �q ftxplTation Hata Mime ado PradilCt MIN. EDGE DIST. 5/18• TAPCONS V16° CONCRETE OR 1-3/4' MIN. EMBED INTO MASONRY 3-3/4" HOLLOW BLO K a TOTAL (2 ON EACH WIND) MIN. �r �z 2 -7/16" MIN. 2.4 01 2x6 wi u � 1 11 11 2xzxla ---------_____J ; J LJ ALUM ANGLE y 1 I I I I I 7 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 LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/18" TAPCONS14 MULL 1-3/4' WN. EMBED INTO MASONRY s PR A 2 PER ANGLE 1 x 3 2.688• 1 x 4 3.688' 2 X 4 3.688' ALUM ANGLE 5.688' a a° g ZO 1 15/-8-c2()2)T --__---_--J 3" OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL "L" 1 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. # 14 S.M.S. 2/ CHANNEL TUBE MULLION 012 F.2/SSaE_,�- 1/8' THICK ALUM CHANNEL1 LENGTH t0 FR SNUC i I IN MULLION 11 :LTUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY jF14 PH SMS ACCESS OLE1/2- 2 PER CUP 1-1 HO.C. MM. I 1 I I I THIS SCREW CAN BE 1 p 1 INSTALLED E11.0i i 21PERHCU PS DIRECTION 1 �� I 1 I 1' O.C. IN. I I 1 j 1 I 1 1 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 SNUO INSIDE TUBE ANCHORS TYPE 'II METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION PRODUCT RBVISBD Gs coMlywa vd& Lha FiaddD bitildiila Cob ALL CLIPS AND ANGLES TO FIT SNUG AccIllwooNo 2- INTO TUBE MULLIONS. Hxp(TAiI=Oma TAPCONS MAY BE HEX OR FLAT HEAD. Mlmw a ProEDeL tl ? a y 2 o a a° g ZO � A V Eca O I 0: alS z � & 4 a z N c N tl ? 38 Y8 I 86 i 132 f 50 i 1511 T 150 150 150 i 150 1 1S0 F --48s1 74 114 1 34 1 68 1 78 1 119 I ICA I 87 I 132 160 1 93 U 48 1 120 iii�f(+��t7 ��G7t'1 ANCHOR/CLIP ANCHOR/CUP HORIZONTAL MULLION ANCHOR CLIP NOTES: cLAzINc " 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER VERTICAL zo PRODUCT TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. MULLION �' 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE t••'• �,` 3 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN PRODUCT PRODUCT GLAZING GRAZING a THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. N GLAZING GLAZING 7 PRooucr PRODUc1 2 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER D� LOCATIONS AT HEAD, SILL OR JAMB ENDS. ANC"DR/ 4y' ANCHOR/CUP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. W1 W2 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS 7z 18 31 38 54 72 RD 80 43 72 R 14 2B 33 50 88 37 58 74 40 78 L11 $ 50 100 115 150 150 125 150 160 137 48 84 30 60 89 104 138 77 1113 150 83 48 132 44 102 150 150 114 160 150 122 84 27 53 81 92 123 89 108 137 73 34 4080 82 138 150 103 150 150 110 80 24 4883 111 62 93 124 66 00 k4s; 73 928 180 93 140 180 IOD 88 22 44 60 7e 101 86 85 112 60 66 97 33 87 78 115 150 85 129 15D 91 72 20 40 48 69 92 82 78 103 65 72 41 79 I19 150 84 78 19 37 43 64 85 43 72 9S 61 78 34 67 118 160 15D 150 15D 150 160 159 15O 18 87 70 140 160 180 150 180 180 150 160 98 1Q4 89 15D 150 150 160 160 150 150 180 24 53 106 121 150 15D 13S 160 150 146 24 30 38 42 48 71 142 150 160 150 150 160 150 15D 30 42 84 97 148 15D W8 150 150 116 30 59 918 138 ISO 180 1 150 160 1 150 150 38 35 70 81 121 150 8D 136 150 98 38 51 101 118 ISO 150 13D 150 160 139 42 30 60 69 104 138 77 116 150 83 42 26 53 61 91 121 63 102 135 72 48 44 89 1O2 ISO 160 114 ISO 160 122 48 64 80 39 79 91 138 150 101 150 180 106 54 23 47 64 81 108 eD 90 12D 64 64 35 71 82 123 15D 91 137 150 97 e0 21 42 48 73 97 54 81 108 58 GO 19 38 44 88 88 49 74 88 53 88 88 72 32 64 74 191 148 83 125 150 1 89 88 30 69 e8 102 138 78 114 150 81 72 18 35 40 el 81 45 68 9O 48 72 78 27 55 63 94 126 70 '105 140 75 78 18 32 37 5o 74 42 63 83 45 78 18 24 63 107 180 150 150 160 10 ISO 150 160 18 1<� 82 125 143 160 150 150 150 150 150 18 9iTD 80 50 ISO 150 160 160 ISO 150 150 24 47 04 108 ISO ISO 120 ISO 160 129 24 30 64 28 148 150 150 150 160 150 19O 3D 37 75 Be 120 150 w 145 150 103 30 38 42 63 07 123 150 T60 137 180 150 147 38 31 82 72 I08 143 BD 129 150 80 38 46 2� 105 150 150 118 150 150 '128 171 42 27 63 61 92 123 103 937 73 42 48 64 80 40 0 82 138 150 103 150 150 110 48 23 47 54 81 103 80 120 84 4B 38 82 123 150 139 160 98 84 21 42 48 72 93 83 80 107 57 54 32 64 74 111 147 82 124 150 88 60 19 37 43 65 68 48 72 96 61 6D iii�f(+��t7 ��G7t'1 ANCHOR/CLIP ANCHOR/CUP HORIZONTAL MULLION ANCHOR CLIP NOTES: cLAzINc " 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER VERTICAL zo PRODUCT TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. MULLION �' 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE t••'• �,` 3 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN PRODUCT PRODUCT GLAZING GRAZING a THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. N GLAZING GLAZING 7 PRooucr PRODUc1 2 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER D� LOCATIONS AT HEAD, SILL OR JAMB ENDS. ANC"DR/ 4y' ANCHOR/CUP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. W1 W2 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS 7z 18 31 38 54 72 RD 80 43 72 R 14 2B 33 50 88 37 58 74 40 78 a Ya L/ 9U at L11 $ ANCHOR TYPES and SUBSTRATE A B C D I FI V1u. Vdi. RIC Elk Rk Com Cm c Cone. 1181 68 112 129 150 ISO 144 150 150 150 42 84 97 148 150 108 150 150 118 34 87 77 118 160 87 130 160 93 28 5o 85 87 129 72 109 144 77 24 48 55 83 111 62 93 124 68 21 42 48 n 97 54 81 108 68 19 37 43 85 Be 48 72 90 51 17 34 39 58 77 43 65 87 48 15 31 35 53 1 70 39 59 79 42 14 28 32 49 65 33 54 72 39 13 26 30 45 60 33 60 67 38 51 - 102 117 150 160 131 150 150 140 38 77 88 132 150 S8 148 150 105 31 01 70 108 141 79 118 150 84 26 51 59 88 117 88 99 131 70 22 44 50 76 1D1 C$ 85 112 60 19 38 44 66 86 49 74 sa 53 17V24 39 59 78 44 88 87 47 15 35 53 70 39 59 79 42 14 32 48 04 38 64 72 38 13 29 44 69 33 49 88 35 12 27 41 64 30 48 89 32 47 108 150 150 '120 150 150 128 35 81 121 150 90 138 150 98 28 e6 97 129 72 109 144 77 23 47 64 81 108 60 90 12D 84 20 40 1 46 69 92 82 78 103 55 18 36 1 40 61 81 45 as 90 48 16 31 38 64 72 40 60 80 43 14 28 32 49 1 65 33 54 72 39 13 26 29 44 59 33 49 66 35 12 23 27 40 54 30 45 60 32 11 22 26 37 = 23 42 56 30 45 90 103 150 150 115 160 150 123 34 67 77 116 150 87 130 160 93 27 54 62 93 124 1 69 104 138 1 74 22 45 52 78 103 63 87 115 62 19 38 44 67 88 49 74 W 53 17 34 39 1 56 77 43 65 87 48 15 30 34 62 69 m 58 77 41 13 27 31 47 62 36 62 69 37 12 24 28 42 56 31 47 83 34 11 22 28 52 29 43 68 31 a Ya L/ 9U at L11 $ z a PRODUCT REVISED . complying with the FkAift Building Codd ^O Acuptaaoe No . •., Rx imtka :� By �e�®yea 60, Miami Ade -duet Will""o," I JUN 112014 PERMIT #: Miami Shcres Villa e APPROVED BY -' DATE ZONING DEPT - BLDG DEPT SUBJECTTO CCMPLIAAICE WITH ALL ZERAL _- STATE ANL) CCUWj f RULES AND REGULATIONS #I� I, i �I it I ��' i �...*. �2 : i 1, INJ 10 L: r of fro", 11'fd�pl Lx7I GJ Mane � 4ra �da+a9i ODOM & MUNOZ CONVATANT 8523 NW flM LANE MIAMI FL 33M S UOINSE f5ml 31" we 103 or A it. to WINNINU ROOM 4 L' BATH i` n ENTRY i' wi EGRESE CL WNDOWS & DOORS SCHEDULE MARK MANUFACTURER TYPE 0UAR'4 TrY SIDE fiWCHES) NOA MISSILE CAL'ESSU7Ea NUMBERS; RATING NG PRESSURE w LAO W.N INDUSTRIES SLID R 2 74 X 5th 13.0724.09 � 37.60 -41M WW2 LAWSON SLICER 1 53 X 5fl 13-0724.09 & 38.47' -50.+47 INDUSTRIESW3 SMALLLARGE RNDU N STRIESUW4 SLIDER 1 37 X38 1"724.09 SMALLLARGE & 40.05 1-53.6x3 A SLIDER 2 1OX 38 13.0724.1 RE Q` 40.06 -43,48 SHIN INDIEws LAWSON SLIDER 2 37 X 50 13.0724.09 LARGE 369.+41 -SP-34 ( INDUSTRIwe AWSO1 INDUSTRWW7 CASEMENT 2 37X50 13-1217.E SMALLLARGE 5` 39.41 -52.34 A WSON SLIDER 1 53 X 39 13.0724.09 LARGE & 39.19 51-% SMALL Di LAWSON 1 33 X 81 13-0323.11 LARGE & 33.44 '60.41 INDUSTRIESSWING SMALL m NAJLUON 1 so 12.012'7.07SMALL LARGE & 37.80 -41.00 IhLAWSON Ir man ODOM S. MUNOZ ,WNSULTANT 4623 NW 17M LANE MIAMI FL 3=5 UCE'NS£ 05=1 �Ne 103 S► s FL 2014.WS aaw �!2112014 N.T.S.