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WS-16-29851 • Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -11-16-2885 PermiPenni/ Type: Windows/Shutters Vork Classification: WindowlDoor Replacerrt Permit Status: APPROVED Issue Date: 12/14/2016 Expiration: 06/12/2017 Parcel Number Applicant Owner Information Address Phone Cell IPI HOLDINGS LLC 3411 SILVERSIDE Road WILMINGTON DE 19810- 3411 SILVERSIDE Road WILMINGTON DE 19810- Contractor(s) Phone Cell Phone REGOSA ENGINEERING SERVICES IP (786)262-2964 (786)344-8720 Valuation: Total Sq Feet: $ 16,550.00 0 Type of Work: HORIZONTAL ROLLING WINDOWS No of Openings: 30 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF• DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $10.20 $6.00 $6.00 $3.40 $400.00 $12.00 $13.60 $451.20 Pay Date Pay Type Invoice # WS -11-16-61872 12/14/2016 Credit Card Amt Paid Amt Due $ 451.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicf;dt / Contractor / Agent Building Department Copy December 14, 2016 Date December 14, 2016 1 1 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 59) 14E 9T-4 S4_ City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: NOV 01 2016 BY: 011 FBC 20(4 WSJR/ ryou9s-- wsic- awns ❑ EXTENSION 111 RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 3 3 ) 3g NO BFE: FFE: OWNER: Name (Fee p Simple Titleholder): IP I. f4-0\ a Inc j L. L . Phone#: 7 719 -763-163 I T Address: 1141-4 1 I3th- kJ 1 -o 4 I L/00 J City: 'OA r, e rV\ ( , State: FL / Tenant/Lessee Name: vr IA Email: Zip: 33) 31 Phone#: CONTRACTOR: Company Name: P iers Jy tiGlive67-//S/( Seidephone#: 3Os 3?l 'f 7 Address:/S—PO lite i /9 City: kG19"/ State: fl.....�� Zip: / Qualifier Name: 64(1,51-4/0 e./�GE Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ "0- 6:26%2---C) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Description of Work: `TO 1e L -0 -r_ Wtanfl 1 �i A wS lS — 3O S ❑ Demolition Specify color of color Submittal Fee $ Scanning Fee $ hru tile: Permit Fee $ q D Q CCF $ 10.1-° I Z. Radon Fee $ G2 Technology Fee $ 1 S • 4 Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC $ �J DBPR $ Notary $ 3 • u Q Double Fee $ Bond $ TOTAL FEE NOW DUE $ c{ s l 20 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value e promise in good faith that a copy of the notice of commencement and construction lien law broc whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc for the first inspection which occurs seven (7) days after the building permit is issued. In the inspection will not be approved and a reinspection fee will be charged. l� OWNER or AGENT The foregoing instrument was acknowledged before me this day of , Y • ' , 20_112_, by CV0. ;v1/ n,e,r- Li, who is personally known to me or who has produced ,&'J pJ�/� identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY (Revised02/24/2014) as (.8- W'& C24' JESSE WALTERS Notary Public - State of Florida N ". olli �? M*y Co oFv.°,, C mmis on # EE 837922 Signature eedi ure wi ment m absenc $2500, the applicant must be delivered to the person st be posted at the job site of such posted notice, the CTOR The foregoing instrN t was acknowledged befor, me this day of V 20 46 by �US't/O , who ' personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 01.106. LUZ EDITH GIRALDO NOTARY PUBLIC • STATE OF FLORIDA COMMISSION # FF203458 My Commission Expires March 22,2019 ********************************************************** ns Examiner Structural Review Zoning Clerk UNANIMOUS WRITTEN CONSENT ACTION OF THE MEMBERS OF IPI HOLDINGS LLC IPI HOLDINGS, LLC (the "Company"). a Delaware limited liahility company. filed its Certificate of Formation on July 18"'. 2014. Pursuant to the authority contained in the Delaware Limited Liability Company Act (the "Act"). the members (the "Members'") of the Company do hereby take the following actions and adopt the following resolutions by written consent in lieu ofa meeting: CERTIFICATE OF FORMATION RESOLVED, that the Ccniticate of Formation of the Company that was filed with the Secretary of State of the State of Delaware on July I8''. 2014. tnre and correct copy of which is attached hereto as Exhibit a. is hereby approved by the Members and that said Certificate of Formation be filed by the Managers of the Company among tlx: permanent records of the Company. MANAGERS RESOLVED, that Stewart James Cameron and Nicholas Farrell are named as the Managers of the Company. and they hereby accept their appointments to such office and hereby agree to serve as Managers of the Company until their successors are duly elected and qualified or until die earlier of their death, resignation, retirement. disqualification or removal from office. FISCAI, YEAR RESOLVED. that the Company adopts a fiscal year ending December 31 for financial and tax reporting purposes. BANKING AUTHORIZATION RESOLVED, that the Managers are hereby authorized and empowered for and on behalf of the Company to designate in writing such banks, trust companies or other financial institutions as depositories for the funds of the Company to he carried in an account or accounts as styled by the Managers in their discretion: and such depository is authorized and requested to accept. honor and pay. without further inquiry and until written notice of tlx: revocation of such authority granted is received by it. all checks. drafts and other orders for tlx: payment or withdrawal of such funds of the Company, including any instruments payable or endorsed to the order of the Company by the Managers: and he it further RESOLVED, that Managers are hereby authorized to execute and certify any resolutions required by any depository. and such resolutions will be included in this Consent as if duly considered and adopted by said Managers. ORGANIZATIONAL EXPENSES RESOLVED, that the Managers are hereby authorized to pay all fees and expenses related to the organization of the Company. QUALIFICATION IN FOREIGN JURISDICTIONS RESOLVED, that for the purpose of authorizing the Company to transact business in any stale. territory or dependency of the United States or any foreign country in which it is necessary or expedient for the Company to transact business. the Managers are hereby authorized to appoint and substitute all necessary agents or attorneys for service of process. to designate and change the location of all necessary statutory, offices and to execute. acknowledge, deliver and file all necessary certificates. reports. powers of attorney and other instruments as niay be required by the laws of such state. territory. dependency or country to authorize the Company to transact business therein and. whenever it is expedient for the Company to cease transacting business therein and to withdraw therefrom. to revoke any appointment or agent or attorney for service of process. and to execute, acknowledge. deliver and file such certificates. reports. revocation of appointment or sunendcr of authority that may be necessary to terminate the authority of the Company to transact business in any such state. territory, dependency or country. IRS FILINGS RESOLVED, that the Managers of the Company. are authorized in such capacity. for as long as is necessary. to execute on behalf of the Company the Application for the Federal Identification Number (form SS4) with the Internal Revenue Service. FURTHER ACTION RESOLVED, that the Managers are hereby authorized to execute, acknowledge. deliver and file such other documents and to take such further actions as it may deem necessary or appropriate to effect the intent and accomplish the purposes of the preceding resolutions. This-Consent-Action•is signed this `= yof-Septcmber2014-trrbe-effeeti«^srof 1uly itt20I4: MENIBER(S) SIGNATURES: IPI A. E IANAGEIIENT LLP. By: Name: Title: MANAte 0„„ IPI I .LGEMENT, IN By: Stewart James Cameron, President 1 EXHIBIT A CERTIFICATE OF FORMATION 3 IPI Holdings, LLC 1441 Brickell Ave #1400 Miami, FL 33131 Statement of Authority of the Managers of IPI Holdings, LLC On my oath and under penalty of perjury, I swear that Stewart Cameron and Nicholas Farrell are the duly appointed Managers of IPI Holdings, LLC, a Delaware Limited Liability Company. I certify that we have not been removed as Managers and have the authority to act for and bind IPI Holdings, LLC in business transactions for which this affidavit is given as affirmation of their authority Signature SrE,w1v2 Cpti+ e2or. Name Sworn and subscribed before me the undersigned authority, on &a/4e,- // , 20 /5 . tary Public °' ' Notary Public Stated Florida Nina M Fadhel My Commission EE 867497 °' n r1f Expires 01/22/2017 59a NL 93 5t SH0742.5 ri_ 33131 ` 111-0908, 03 ) 1y-0908.6, 14 -0908.1'1 yj l,l -09a8.14- 01,i _ ociag,io 0`1o8.1µ01,i-o9d$,10 o1c1_p9+t D8.l (-.51y_C7g084- Iy-0908.07 y-0y08.D9 i11--09011.'Lt 111-0loS.14` III - cyo£% 1y s ry --01129.19 :141-oqa8.0 1y-0908%07 !y -0011,1,f (01y -plead(' 1y-ogOA•l9 114-6,05,0 11.1-09og,// i'1 _oyo9-1y 01y-agos,/9 is 1gi-pgp€,ly 6gx5o� �q G9 /41-0908.08E.wi- P4-0908.18 to t�SPo r zb' 6 ' X 0 %b' 1 ‘1-090&08 Li3 X 13 i e�H door ',2 x $0 Fret.,. I 33K 8a 65x&1 3.zxgp 39.(5"O5/8 _, L --I iy o9ct rau• r` 0 C) 90X50 SNOLLVYID OIC{ 831111A111100 GNI/ 31ViS ioarens Al t4c1€3 • ..: _ ='7•E ld30 ONINOZ 3LVCI AEI LoeAOuddv a e__ln sal:gas p.ielW Fred+ boor 72 x80 Frac.ln Door /43 X 80 • 53X5D6l8 SO X sOYZ � 55-Kx 13e'cro0w� 23 Lti a �9 y'1 x.58 r, `Yx58/z. irl x 5'05/8 3�x8o Frovi. DOOM 93X 50V 6 3 n 50 5/8 • • • • • •• • •...•. •.••.. •••. • • •.•. . • •• •• • • • • • • • • •• • • •• • • • • • • •• • • • •• • • • • •• • • • • ••••.. • •••• • • • • . • .••.•. •' • • • • • ••••.. .• . •••••• • • • • RAMMS ENGINEERING,INC. Kd=.85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 MIAMI DADE COUNTY - DESIGN WIND LOADS (LBS/SQFT) FOR 175 MPH WIND ZONE . ' , f , "r ,4 t- �� Interior & Exterior Zones (4&5 - Walls) Positive Pressures CATEGOi ll 11 BUILDINGS Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Effective WindArea (or Tributary Area) in Square Feet Height 10 ' 20 30 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 Oil 15 INfis4048.9,t0 /V 46.7 `` 44'45.4 i' 4' 44.5 MI 4;/43.8.44' .44f 43.2 WO/ 20 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4 47.6 47.0 30 55.1 52.6 ,51.2 50.1 49.3 48.7 40 57.9 55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 60 62.2 59.4 57.8 56.6 55.7 55.0 Interior Zone (4 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height (Maximum) Effective Wind Area (or Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 Cla 151;;; /, t kg -53.14i/` -50.901.W -49-W ' -48.7,E 7 M -47.94 ,Y, ,k? ' "'? -47.445 O 20 -55.6 -53.3 -52.0 -51.0 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40 -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7 -61.1 -60.0 -59.1 -58.4 60 -67.5 -64.7 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height (Maximum) Effective Wind Area (or Tributary Area) in Square Feet 10 20 30 40 50 60 '' -1.40. -1.29 -1.23 -1.19 -1.15 -1.13 ,f�i,'l/15,E; -65.5 -61.1 #/y58.50,iP.7-56.7'✓r'.';-55.3; f'4'-54.1/ r,;;1 20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 25 -71.2 -66.4 -63.6 .•`61.1 ; :..60.1... : -12,Q1 -58.8 • •. -60.9...,; . 30 -73.8 -68.8 -65.9 '.-63.1 .•; 40 -77.6 -72.4 -69.3 ••-6f4 ' •: ' r1M; • 50 -80.8 -75.3 -72.1 -69.9 -68.1 /..-66'.7-;-= ." 60 -83.3 -77.7 -74.4 . • _ ••72.1 . .1;70.3_ _ .X--68:6;.:\..--- Length of End Zone (a): 10% of least horizontal diroinsibh but not Tess than 4% of least horizontal dimension AN 8% REDUCTION OF LOADS SHOWN ABOVE t ••• • . �.• • . • • .•' . -- .�{� or .4 t�, vghic�ie ker Is%nall,qr;; . or 3 ft. (h = mean roof height in f t) . \. . • • • • •• MAY•+* PRUN ;OR FLAT R O ' - r �i • •.. • • MIAM!•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW--ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a pertnanent label with the manufacturer's name or logo, city, state, 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• 8ha1E be• fr3v3dad to the user by the manufacturer or its distributors and shall be available for inspection ut,tT jib:4e a gt ike request oldie Building Official. This NOA revises NOA No. 12-0127.07•and88nsitts orthl% gage 1 and evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviCwe y 3aln D: Gaseq, Pi E. MIAi'1I DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m in midade.Qov/e conomv MIAMIDADE COUNTY APPROVED • • • • • • - •• • • • • • • - • • ••• • • •• • • •• ••• •• • • t.•. . • • • ••• • • t3@ 3OlE` • • • • • • • • t ...• • • • • • •• • • • • • • • •.•• •• • • •• •• •••• •• ••. . . • •• ••• . - NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "13" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02—T071, T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 3. 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 120—inch 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 previous NOA No. 02-0501.05) 4. 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 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 previous NOA No. 02-0501.05) 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 an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous 1NOA Nod 02-0501.05) • .. ... .. . .... • •.. . ••.. ..• - - • • . •• ••• ••• Jaime D. Gascon, P. E. • • •• • •• •▪ • Product Control Section Supervisor • •"' NOA No. 14-0908.08 Expiration Date: May 30, 2017 •. •• •; • • • . •; •• • ; Approval Date: November 06, 2014 . .. .• • • • • •• • • •.. . .• .• ... . . Lawson Industries, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI, -1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) 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 two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45 -inch high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas 3. Sotos, P.E. (Submitted under previous NOA No. 12-012Z07) 2. Glazing complies with ASTM E1300-04/ 09 D. . QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Titcmasp:SbtQ§,P: l'..•• (Submitted under previtxts Nal ?Vp. i 12V 07) .. ... .. . . . ... • ••• • . ••• ••• ••••• Jaime D. Gascon, P. E. • • Product Control Section Supervisor NOA No. 1 —0908.08 Expiration Date: May 30, 2017 ... .. ... Approval Date: November 06,p31,4 •. • . •• . 2. • . ••• • • . • . • •. • • • •. • • ... • .• .• •.. . . Lawson Industries, Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 10-0610.02) _ 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted finder previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement - L.M.I.", approved 01103/29/12 and expiring on 05/30/17. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• `:' '; • • `; •; • Jaime D. Gascon, P. E. • Product Control Section Supervisor •• NOA No. 14-0908.08 Expiration Date: May 30, 2011 • • • • • • • • • • • • Approval Date: November 06, 2014 •• • • • • • . 4,-t • •• •• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION 3 GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT ANCHOR/CLI r VERTICAL MULLION GLAZING PRODUCT MUWON �Liiiir w1 ti CHOR/CLIP W3 ANCHOR/CUF5 MUWON SPAN WIDTH (W) - WI + W2 + W3 2 r ANCHOR/CUP W1 W2 w WIDTH (w) = W1 2+ W2 N ANCHOR/CLIP HORIZONTAL MUWON HORIZONTAL MULLION GLAZING UGTJ at /- VERTICAL z MULLION GLAZING PRODUCT GLAZING PRODUCTi '' MULLIO ti CHOR/CLIP g ANCHOR/CUF5 MULLION SPAN L T rrr W1 W2 w WIDTH (w) = W1 2+ W2 N ANCHOR/CLIP HORIZONTAL MUWON HORIZONTAL MULLION GLAZING UGTJ at /- I ` 3 i-uww; GLAZI PROD VERTIC ft 1 LAZING -'ODUCT F' z 3 MULLIO ti CHOR/CLIP 1111111111 W2 MULLION SPAN WIDTH (W) — w1 + W2 2 TYPICAL MULLION ARRANGEMENTS N THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-OADE 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 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. MULIJONS 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 WAU. DRESSING OR STUCCO. S. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • • T. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS US%SN•DES1CN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL 0R•IAE% 'MEWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT 4 MEET THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE — 20413.6.4. ••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 PREstGItiE•• t:ARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET • • 4 OF 10 FOR DETAILS AND NOTES. • • • • * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESISiJR•L• Cf•1ARTS • 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER 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 o� c rnp1Y eswllRL•NIN16A Dufldiu0 c 08 GJ Q neccPlwce xo V�J M,ugir�onfl A 4,14/3 044 pct CONN) ;f- P 4 • • • •••1 • • r. 1.690 .125 rA6.2 J 1-----s-W---1:1- 25 I ' S.S00 rrA62 14 0 M t I" 6 on4.0004.0001732.125 6a,113 .156 TYP. 1.403 3W0 06E I:..0O !{_ 2 X 4 STD. TUBE I U ON TYPIC12.0001.732 WWO0W FRAME 3.0003.06E3000 ( .�_._._ !ii p L 1t5OCy,`01 2062 2.000 �n q 4 v z c It i Z u.1 �s q N 4,'600 2X M tl LM ,11E ,153 .102_..1.6_�IA00� I 1-1060 1 X 3 CUSTOM MULLION CUSTOM L188 1 X 2 MULLION ,156r CUSTOM A78 1.062 1 X 2 MULLION • AUMINUM TUBE MULL! TO CLIPS CROSS SECTIONS, AND pp O S 8LLU L' NOTCH 'L' OPT +AL 6600 2 X 6 STD. TURF .tear CO? �1'�2 1 X 4 �LDDO� L188 1 X 3 CU=M MULLION CUSTOM MULLION MULLION 8083-78 6063-T6 6063-76 Ixx: 0.950 in! Sxx: 0.633 ins (FLANGE FRAME) 8083-18 Ixx: 0.370 in'. Sxx: 0.370 ins (FIN FRAME) PRon, P 6053-16 Ixx: 0.330 ink Sxx: 0.330 ins giANGE FRAME ER :F QUALITY AL Ixx: 2.070 in Sxx: 1.035 in} [RANGE FRAME) !'" Ixx: 1.000 int Sxx: 0,667 ins (FIN FRAME) STANDARD Tta1lAA" SHAPES ..--2.000 _ ! L000 •� �-.t25 A CO U)43I1I BMA%Colt Acc pl ce L 'oqD wfh0u01atd8 ry• • • • Po •" / O° a�` 7/7 JJJ a TYP. WALL 125" ALL JL_ _ ALLOY n6063 TYPICAL GLAZ NG PRODUCT -T8 12, -. .750 ,L�,. ..._ _ F 1000 {3}`•' 4i ad .•.•41'• • . : ri ��Y"i;p a •o; 4•••• K • ,Ct3+ 1 2400 .125-" '�" EE50^� .i a I ---r i ,� f I �2AOD� 4,000 ' .... • • • • 1.000 • • • • 128 •� ��111 • .... • • • •4 :; � ._J 00 2.0 - MULLIONS 3.000+ CONTAINING 4.000+ -_L 6.0003.000 4400 i • --�� • • f( • • • • • 44 • • • 4.500 • 2.000 • • • • • tit I IX ' 441 / MULLION CLIP 19363-7819363-783-T6 • oral �j STD. TUBE MULLION STD. B M I NUJ • TU6063-76 •••••• az. '11.18F_ jj 'iZ18F_MULLION / w • ' • E • $ TYPICAL GLAZING PRODU HORIZONTAL OR 2 X 6 2X4 4' Ixx: 2,070 in. Sxx: 1.035 in. J 6063-T8 4 Ixx: 0.950 in, 3 Sxx: 0.633 in. •. 6083-T6 • • 4•• kx: 0.330 in. Sxx: 0.330 in. •6 CS i �S $ i ci 14 X. VERTICAL STD. TUBE MULLION BTO. TUBE MULLKSH SCE SEE WRLDOW OR ODOR APPROVAL FASTENERS SIZES AND SPACING FOR 8063-T6 Ixx: 8.280 ini Sxx: 2.760 ins 8083 -TB Ixx: 2.980 in'. Sxx: 1.490 ins CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS 1 < 14 1 1 1 f3IN. P600 12 .L. ANGLE L• NOTCH OPTIONAL CI USING ULUON PROPERTIES ONLY M MULL "L" INSTRUCTIONS; THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ANO CAN 8E USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS, ..,_ u �; :: ,, " 1. X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. 1 X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. SIE�2 USC APPROVED CtAZING PRODUCTS LIEEr•06 ABOVE LOAD NOTES; E j l II Al _i `- .' -, .; • ! • - 1 X 4 3,688' REQUIREMENTS.•+' 2 X 4 3.688' STEP } USE CONNECTION TO !WILTON AS PER PRODUCT 2 X 6 5.688' APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET.....,IYys 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. o �"" 'O. " + . ,^. ' ` . �� A 1. ALL CUPS AND ANGLES ARE TO FIT USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE STFP :II WITH DESIGN RATIN° MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLK)NS. 2. WHERE ANGLES ARE NOT FIT SNUGHORIZONTALLY. OPTIONAL BOETULLAONSHEET 81 STEP I ABOVE. U56+0 ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS STEP0 o+. SELECTANCHOR TYPEWON0E55I.4 RIC IP 2000 8063-16 �CHTUO 9 OF 10. SHEET , IDMS 94 Width MULL SPAN 30 0 42 IMMO 11111111111 68 72 MEIN 24 30 30 42 mirme 54 80 66 MEM 78 18 11113111 36 42 48 54 66 72 NIUE 18 m 38 42 48 64 60 ULM 72 78 38 3!8" 506/8" err 63" 150.0 150.0 150.0 Win ME1131 150.0 150.0 150.0 Width MEAN 24 123.0 102.5 150.0 160.0 150.0 150.0 150.0 MIMEO 1500 160.0 38 87.9 150.0 150.0 150.0 1500 42 76.9 WEB 150.0 150.0 150.0 1500 111(3111 81.5 137.6 Kan 150.0 150.0 150.0 84 150.0 65.9 112.6 150.0 51.3 103.2 150.0 11113311111101111 150.0 NEM NEM 150.0 150.0 150.0 160.0 150.0 60 86 72 67.0 53.6 150.0 150.0 150.0 150.0 Mal 1111a' 24 142.3 150.0 160.0 warioarry 150.0 150.0 30 36 38.3 101.7 150.0 150.0 42 89.0 145.4 160.0 150.0 48 29.8 79.1 129.2 150.0 150.0 64 71.2 118.3 150.0 60 64.7 EMI 20.6 105.7 NEM 150.0 NEM 50.3 98.9 139.5 150.0 72 54.7 62 6 ,r 89.5 150.0 128.8 ,r 150.0 r, 18 150.0 annenn 0 150.0 31.3 90.1 150.0 160.0 160.0 30 36 26.8 emu 77.2 131.1 150.0 1500 42 87.5 114.7 EMCEE 150.0 • 48 20.9 60.0 01.9 150.0 54 91.7 ®111721111 120.1 150.0 160.0 60 66 16.6 45,0 76.5 110.1 150.0 72 1111/11111 inniouran 111=111111212 NMI 1117731 100.0 80.0 150.0 150.0 160.0 150.0 150.0 160.0 18 24 30 23.2 68.7 MN OVEN 125.2 150.0 150.0 36 107.3 150.0 150.0 42 17.4 50.0 93.9 135.1 150.0 48 15.4 II.. 120.1 KEEN orninvmanum WEI 36.4 s� 30.8 ClAZDIO PROOUCT VERTICAL ..."HUMOR GLAZING PRODUCT z 0 z W1 J W2 68.3 150.0 160.0 111711111 60 66 82.6 90.1 150.0 72 57.8 78 212 81.1 133.2 48.9 106.5 40.7 88.8 150.0 150.0 2'. Width w MULL SPAN MIN MEIN MEM Will MEM 150.0 WOO 127.8 150.0 36 34.9 74-1/4" memarris s -HORIZONTAL HULLION EWING PRODUCT CRAZING PRODUCT 8.1 272 66.6 69.2 24.4 63.3 109.5 1 MEDI sass® NMI 1110111 150.0 48 150.0 54 144.2 20.4 44.4 63.9 20.2 60 66 72 18.8 41.0 59.0 ass r 1J11i 42.2 92.0 132.4 150.0 24 120" 33.8 MUM WEI 111111111111101= 11•11111111111M111 73.6 '® 150.0 61.3 88.3 52.8 76.7 150.0 150.0 1 42 46.0 668.2 18.8 40.9 58.8 125.2 NEM 54 ss ® NM s®ss 1.31111111(111311 38.8 63.0 102.4 30.7 66 72 37 7 82.1 MEIN 28.3 61.8 22.6 ate■ 49.3 118.3 mao 18 1 „ r 71.0 150.0 41.1 59.1 143.8 36 18.2 35.2 30.8 27.4 24.6 22.4 20.5 50.7 44.3 NOM 35.5 1232 107.8 95.8 86.3 1123111112111111 29.8 71.9 48 60 66 72 1111111•1111111111111111111g11111M01111111:14111 MIN NMI 26.5 a�: '::• ' 150.0 1ill 0 19.9K cJ� • , ; o _a _ aa■�® 15.9 34.6 49.8 136.3 30 28.8 41.5 24.7 21.6 11111111111111111111 NEM 17.3 27.7 IMES 113.8 36 97.4 852 75.7 68.1 NEM TUBE NI LION 19.3 42.1 Kai 5 26.2 21.0 1180 15 8 60.5 45.4 36.3 30.3 25 9 22.7 20.2 18,2 150.0 1262 100.9 84.1 72.1 63.1 56.1 50.5 as 18.6 42.1 15 1 38.8 31.6 45.5 126.4 23.7 19.0 16.8 34.1 94.8 27.3 22 7 1195 17.1 15.2 • • • • • •35.0 • 26.3 • •2i.0 • •17.5 0 S1.8 28! 47.4 73.0 58.4 48.7 •• • • • 24.3 ----11111111111111111111111111411111111hall_ aao .31.0 MEM MEM 160" EMI 60 15 7 22 7 62.0 66 20 8 56.8 72 192 TYPICAL MULLION ARRANGEMENTI 62 4 78 ARCHES TO DE INSCRIBED INSIDE RECTANGIAAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 18.6 15.5 . , b • • 36 9 MIME REM t 25.8 23.5 21 5 19 9 PRODUCT REVISED complyIng whit OD FloTRIR Iluildlop Coda Amplruice ND Explialhos 'Ham Veda Product Onto! L691 j-_ 1I25 L000 f0 .312 .125 1000 .608. 1.500 o .14 _ .156 7YP. 1.405 3AB 062 i .!� ,, .688 ' ' _� 'F -TT_ �," .12s 12S Q -ii. IV% I I%\1:H• .1'.{1\1 j wl� �i / I ' /I viii. ) L 3.000 2,688 ri,i / 0'J, •, .113 3.000 „' / (.732 30• 11 N.W. 90 ST. )LEY, FLORIDA 33166 No. (305) 696-8661 D0WS AND GLASS i )NS NTS AND GENERAL ] - 4.400 j 2 X 4 10N _ i� ! / 4.480 4000 b8S 3 % � 0.a,LION '14,741,,, 2X MULLION ' CLIP NOTCH °MN&7. •L' "'' z t56T2�` , X 3 STD IUBE MULLION G-L000-� Wee X 3 $ Si 0. 2 x 6 '�L�. .,_,. 6.000 '1 1 1 X 4 1 STO. TUBE X 4 MULLION 1 X 3 6063-T6 CUSTOM MULON fs1 �' CUSTOM MULLION 78 4 lox: 2.168 in. a Sxx: 1.445 in. (FLANGE FRAME) S Ixx: 2.168 in. Sxx: 1.445 in.1n3. aoaa-7a Ixx: 2.218 in, Sxx: 1.479 (FIN FRAME) z t rJAULUQM • /•_• 2'� CUSTOM MULLION Goes -Te 4 Ixx: 4.709 in. a Sxx: 2.355 in. (FLANGE FRAME) e063-76 lxx: Sxx: 4 4.709 In, 2.355 in. 411te STANDARD TUBULAR SHAPES 2.OW • • • • • • • • • • • • • • • • • • •,125-+ •••• • •• • • • •• •• ••• • • • • • • • • • • • 'Lm YY' ►J'( (TN17i.7STRI�S, Ali • H • • •• ••• l . .•a t aii • CCL333 M• • •v ).4,y aj d 1YP. WALL = .125' ALL ALLAY • 6083-76 1580 TYPICAL (I GLAZWG PRODUCT 1�� r�/��'� or r 1 1 l: = / ARO ^-••• j lLir / 2.000 111��1 3000 4.000 6.060 ':, mil / 41 #12 S.Y.S. / 01270.C. 4 i�� 0 ,! i 1 • 4500 1X �' �,5. MULLION CUP 6063-T6 Tat 4000 +- MULLIONS CONTAINING ��i/I/� 3'6� 1.1 0 TYPICAL GLAZING PRODUCTS C4x5.4 I • • • •' 1�aonucrRUVISEO • • 9uRd complying CO to N IM Florida Acn:pIrame No .L " Exolta oDN _ =�? �'�`�'yy�+-�. ,? a �,,, ..L yy f• I Mind r17107971.q�'ii • RECTANGULAR ALUMINUM TUBE MULLION$ k • i! a' 1 HORIZONTAL OR VERTICAL 10,,,,-, � SEE PANDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 2 X 6 SHO. TUBE MULLION 2 X 4 STD. TUBE MULLION 8063-78 Ixx:19.648 In 6063-T8 Ixx: 7.649 int 1-- 2.000 1`25 • ,L• MIN' ANGLE . OPTIONAL CLIP LENGTH Sxx: 6.549 ,n3 Sxx: 3.825 in? MULL "L" INSTRUCTIONS. USING MULLION PROPERTIES ONLY Hif tl tt FjFt 1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. 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.Ell' LY ` •?/ rL .:: u% r `. STEP 1 DETERMINE DESIGN Law REOUIREO FOR PARTICULAR OPENING. 1 X 3 2.688' I X 4 3.688' STFP 2 USE APPROVED GLAZING PRODUCTS YEE7IT 0 ABOVE LAAO REOu>pEYENTs. l 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 4 n: , ,• :- 116 • .%"� .. --' IEC' �1.- a ,,„060.-- ° �y 2 X 4 3.688' STEP 4 USE CONNECTION 70 UULUON AS PER PRODUCT 2 X 6 5,688' APPROVAL STEP 4 SPECIFY MAXIMUM SHG SPACING. 1. ALL CLIPS AND ANGLES ARE TO FR SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MuluoNS, SEE OPTIONAL USING CHARTS ON SHEET 5 OF 10 SELECT YUWON SIZE STEP 51YRH DESIGN RAMNG %TORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 0 AND ANCHOR CHARTS STEP ¢ ON SHEET 0, SELECT ANCHOR TWE WITH DESIGN RATING CLIP -2000 ANCHOR DETAIL AT SHEET 9 OF 10. MORE MAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. STEEL REINFORCED TUBE MULLIONS Width (w). MULL SPAN 18 24 30 36 42 48 38.318" 54 60 66 72 78 18 1 X 3 150,0 1X4 2X4 150.0 150.0 160.0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 160.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 24 30 36 42 48 60-5/8" 54 60 66 72 78 18 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 24 30 36 42 48 64 60 ' 66 72 78 18 67" 147.7 135.3 124.9 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150,0 150.0 150.0 150.0 150,0 150.0 150.0 150,0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 137.0 150.0 150.0 24 30 36 42 ' 48 63" 54 80 66 72 78 123.3 112.1 102.8 94.8 160.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 130.5 114.2 101.5 91.3 83.0 76.1 70.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.4 150.0 131.4 150.0 0 2X8 150.0 150.0 150.0 150.0 150.0 150.0 16 0.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 15 0.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 TEEL REINFORCEDTUBE MW. Width irr) MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width (w) MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 8 1 160.0 150.0_ 150.0 150.0 18 120' 44.0 95.7 150.0 150.0 24 74.114" 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 38 93.0 150.0 150.0 150.0 38 22.0 47.8 77.7 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 48 69.7 150.0 150.0 150.0 48 16.5 35.9 58.3 149.7 64 62.0 134.8 150.0 160.0 54 - 31.9 51.8 133.1 60 0 66 65.8 121.2 160.0 160.0 60 • 28.7 46.6 119.8 50.7 110.1 150.0 150.0 66 - 26.1 42.4 108.9 72 46.5 101.0 150.0 150.0 72 - 23.9 38.9 99.8 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 18 84" 128.4 150.0 150.0 150.0 18 132" 33.1 71.9 116.8 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 30 77.1 150.0 150.0 150,0 30 19.9 43.1 70.1 150.0 36 _ 84.2 139.6 150.0 150.0 36 16.5 35.9 58.4 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.6 48 48.2 104.8 150.0 150,0 48 27.0 43.8 112.6 64 42.8 93.0 160.0 150.0 64 24.0 38.9 100.0 60 38.5 83.7 135.9 150.0 80 - 21.6 35.0 90.0 66 35.0 78.1 123.8 160.0 68 19.6 31.8 81.% 72 32.1 69.7 113.3 150.0 72 • 18.0 29.2 76.(0 • 78 29.6 64.4 104.6 150.0 78 - 16.6 2: IT 69.2 18 98" 108" 88.0 150.0 150.0 150.0 18 144" 160" 25.5 56.4 •09,9 • 150.8 • 24 64.5 140.1 150.0 150.0 24 19.1 41.6 '7 150 30 61.6 112.1 160.0 150.0 39 15.3 33.2 54.0 138.8 36 43.0 93.4 150.0 150.0 36 - 27.7 •"W • 116.5 42 36.9 80.1 130.1 150.0 42 - 23.7 •68!9 99.9 48 32.3 70.1 113.8 150.0 48 -20.8 b..23..V. 88.Ej • 54 28.7 62.3 101.2 150.0 54 - 18.5 30.0 77.0 80 25.8 56.1 91.1 150.0 60 16.8 "ret: 69.x • 88 23.5 51.0 82.8 150.0 66 15.1 ' • 240 63.0 • 72 21.5 48.7 75.9 150.0 72 - ' 57.8 78 18 19.9 80.4 43.1_ 131.2 70.0 150.0 150.0 150.0 78 18 22.8 49.0 • 281.8 • 0 79.8 • 53.3 150:1• 24 45.3 98.4 150.0 150.0 24 16.9 38.7 • 59.0 150Q 30 38.3 78.7 127.9 150.0 30 -29.4 ••�•.7 • 122.8• 38 30.2 86.6 108.6 150.0 36 - 24.5 39.8 1028 42 25.9 56.2 91,4 150.0 42 - 21.0 34.1 87.6.1 48 22.7 49.2 79.9 150.0 48 18.4 29.8 78.6 64 20.1 43.7 71.1 150,0 64 - 18.3 26.5 68.1 60 18.1 39.4 64.0 160.0 80 - - 23.9 61.3 86 18.5 35.8 58.1 147.0 86 21,7 55.7 72 16.1 32.8 53.3 134.8 72 - 19.9 61.1 78 - 30.3 49.2 124.4 78 - 18.4 47.2 HORIZONTAL NULUON r -- i " PRODUCT 4\\`, 'y PRODUCT NO GLAZING DUCT MULLION SPAN a TYPICAL MULLION ARRANGEAICNT$ ACHES 10 BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - W1 + W2 2 PRODUCT REVISED �COnW114WIHOD the flndd. BRIMS%Cadc �g nc a;112 i O tV/GGJ� NitinlDodithaict aTioi z1 1) z • • • •••• • • 1 • 1/4" MIN DGE DIST 5/18'TAPCONS 1-1/2" MRL WOOD PENETRATION 2 PER CUP (1 ON EXCH YANG) -.1411 .1:010 04111111 =OM 3/4" MN, EDGE DIST. ALTERNATE ANCHOR LOCATION 2 BY MOOD DUCK 5/16' TAPCONS 1-1/2' ION. W000 PO€TRATION 1 PER ANOI.E z a MIN. EDGE DIST. 2-3/ 6" CONCRETE OR 4" 1OLLOW BLACK 3/4" MIN;A prw••••-itro IX FLOATING CLIP 5/16' TAPCONS 1-1/2' MIN. WOOD PENETRATION I PER AN' ilk II' �o�p� 2 B 61000 BUCK ANCHORS TYPE 2 ANCHORS INTO WOOD 2 X 2 X 1/5' ALUM ANGLE 2 X 2 X 1 ALUM ANGLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/16" TAPCONS 1 1/4" MIN. I-1/2" MIN. WOOD PENETRATION E . E DI 4 PER CLIP (2 ON EACH WING) 11701471.-11, 5/16" TAPCONS 1-1/2' MIN. W0002PENETRATION PER ANGLE PIPPPW0011170 IW111"-00°.••••101°P"-• 80 2 BY W000 BUCK FE.OMHG CUP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD I 11 I I 11 2 X 28' ALUM ::ti 5/16• TAPCONS 1-3/ MIN. EMBED INTO MASONRY PER CLIP (1 ON EACH WING) z g 2 7/16" MIN. 1 BY W000 DUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4 HOLLOW B K 11 II ICLI tr 1 1 A L ANCHOR 5/16' TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE z X TINO CLIP 11 1i U 1.1 I I y PE 'D' (INTO BLOCK) PE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1"x4" & 2"x4" MULL 2 X 2 X 1/6" ALUM ANCLE 5/18" TAPCONS 1-3/4' MIN. EMBED ROO MASONRY 2 PER CUP (I ON EACH WING) 4it -moi `.-'� 1BY w000 BUCK ! MZ -11 1 ALTERNATE ANCHOR LOCATION • • • • •• • 5/t6.100��Q.4I'�4I1'• 1-3/4" MIN. EMBED PROP�'�1RN0.1• • •a• • •• • • • ••• • 111111410110410112/4 1X FLOATING CLIP 1 a Ci) e • o a 6 dl •.5 •••l • • •• • 51 1 1 1 1 •••4 2X2.1/8' • ALUM ANGLE • • • • • •• ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK PRODUCT REVISED oomplyiutovilk a Hondo BWIdingcoat �♦4_04408.09 Acceplaw f`10 1?xpi+MW 7Jatc.,''Ab��rSS77Jt-J0 /Z01-7 NimilDado Pm act Control 4, • • .1 2 4 •• •• •. la4b le .•R• •• ••o • ri x i 1 1 61i 0 it 1f u MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 5/16" TAPCONS 1-3/4' .AN. EMBED INTO MASONRY PER ANGIE MIN. EDGE DST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK S/16' TAPCONS 1-3/4' MIN. EMBED INT O MASONRY 4 PER CUP (2 ON EACH RING) 5/18' TAPCONS 1-3/4' 568. 814980 4810 MASONRY 2 PER ANGLE ETE OR HENT %OCK TWO CUP �282x 1/6" ALUM ANGEE CONCRETE OR CEMENT BLOCK 27/16 FLOATING CLIP 2 x 2 8 1 ALUM I A� •�z MULL 3 1/4" MIN. MULL\ ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE L8AL ANCHOR LOCATION ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'C' (INTO CONCRETE) • • • • • 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK • • • 1 "x4" & 2"x4" MULL • • •• • • • � • • • MULL •••• • • •••• FLOATB4G CUP CONCRETE OR CEMENT BLOCK • • •• •• • ••• • • • ••• 5/16" TAPCONS 1-3/4" MN. E1.6E0 INTO MASONRY 2 PER CAP (1 ON EACI1 YANG) • • • • • • •• • • • • • • • •• • • ••s • • /12 SMS 2 PER ANGLE 5/46" TAPCONS 1-3/4 MIN. 814880 INTO MASONRY 4 PER CUP (2 ON EACH WINO) • 5/18 TAPCONS 1 -3/4' U18, ELISEO INTO MASONRY - t PER ANGLE ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FIAT HEAD. CUPS OR ANGLES CONNECTED DIRECT}.Y TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, 'SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. PRODUCTRBVISEO 7v complying with the fMddo Rui1d111g Cod* Acccptmlw No 5A Da MIN. EDGE DIST. 2-3/160 CONCRETE OR 4'. HOLLOW fiLOK MIN. • 21(6 MUU_ 3/4' 0 3-3/4" 5/Hr TAPCONS 1 3/4. MIN. EOM INTO MASONRY 4 PER CUP (2 ON EACH WINO CLIP LENGTH MULL 2 X 4 3.688' 2 X 6 5.688. 5/16' TAPCONS 1-3/4" MN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH MC) 1 3/4" MIN. • 5 11/16' ANCHORS TYPE 'E' (INTO BLOCK) ANCH.QR,S TYPE (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"Xe MUU. SHOWN 4 MIN. EDGE DIST. 2-3/16" CONCRETE OR • 4~ HOLLOW BL K 3-3/4" CLIP LENGTH UM 2 X 4 3.688' 2 X 6 5,688' ALL CUPS AND ANGLES 70 FIT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/16' TAPCONS 1 3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 2Xe MULL 5/16' TAPCONS (-3/4' URI. 0.18E0 INTO MASONRY' 4 PER CUP (2 ON EACH WINO 1 3/4° MIN. 1') ANCHORS TYPE 'E' (INTO BLOCK) • • • • • ANCHORS TYPE 'H' (INTO CONCRETE) • wdo 4 ANCHORS THRU IX BUCK • • INTO CONCRETE OR SOCK • • • • • • • 2'X6' MULL SHOWN • • • CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALHAU -RESISTANT COATINGS, SUCH AS , BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE lACQUER. -r • •• • • 4C 3: g; 1 ti Pt a k rj ••• •• • • • • • . PRODUCT REVISED omplytum wig/ r oridu Cmta Accoinito No_ *10 Oa Oa MIroII3od-1( • - • I • • • I, • A' • • • 9 • .• ..... • MIN. EDGE DIST. 2-3/16' CONCRETE OR 4" HOLLOW BLO K 5/16" TAPCONS 1-3/4" 1(1N. EMBED INTO MASONRY 3-3/4" 4 TOTAL (2 ON EACH WINS) MIN. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/10" TAPCONS 1-3/4' 184. DE3E0 INTO MASONRY 2 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4: HOLLOW Bl� 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 CUPS AND ANGLES ARE TO AT SNUG INTO TUIE MULLIONS. 2. WHERE ANGLES ARE NOT RT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES WY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAUL( JOINT AFTER ASSEMBLY / 14 S.M.S. 2/ CHANNEL TUBE MULLION 012 F.H. 5.1.1.5. 2/ SIDE 1/8' THCK AWA CHANNEL LENGTH TO FR SNUG PRO MULLION ACCESS HOLE 014 FH SMS 2 PER CLW 1-1/2' OC. MIN. 2 X 2 X 1/8' ALUM ANGLE OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK MN. THIS SCREW CAN BE INSTALLED 14 EITHER DIRECTION 74.. • ••• TUBE ANULL1•N • • • • • •• • •• • • • • •••• • • • ••• •••• • 12 Fit SM5 PER CUP 1" 0.C. M. ••• •• • • •• •• ••• • • • • ••• • • • • • •• • • ••• 1-3/4' X 2' X 1/8' (FOR 28Y TUBE) 3/4' X 2' X 1/8' FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE RAE cf) • • ••• 1 A 0 a' 1 1 • u •••G •I •�ew �5 6 • • Ys obe k� U < 20 •••• • •2 •L L •••4 • ••••1 1 fI • • 1 1 ANCHORS TYPE METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. PRODUCTI EVIS013 acot Ilylugw116WUtLlan Rvft4 4 Cada .trr:1.1:4;ca f.xp1G02ki012 O808 e A TYPES Width Mabe (.1 18 24 I 30 36 42 48 38 3(8 64 b 12 72 78 18 24 30 36 42 48 505(8 64 es 72 8 18 24 36 42 648 4 87 so 88 72 78 18 24 3300 38 42 X45 63 64 60 68 72 78 A 158 132 505 69 75 64 54 53 46 44 41 131 108 80 sr 57 50 M 40 38 33 31 B VAD. 183 153 153 183 153 132 117 105 98 88 81 153 18) 107 133 114 10) 69 80 73 87 81 0 Pik 150 150 150 150 150 150 135 121 110 101 93 150 150 150 150 131 115 102 D Elk 160 150 150 150 150 150 150 150 and E SWSTRATE CastG 150 160 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 140 129 119 150 150 150 160 150 130 160 137 125 114 105 02 83 76 71 118 25 71 69 61 44 39 35 32 150 150 153 150 142 150 118 138 101 116 89 102 79 91 71 82 84 74 L 30 59 68 27 55 63 150 150 140 150 150 150 150 150 150 150 138 126 115 108 150 150 160 160 150 150 133 123 111 102 94 Bk. 150 150 150 150 160 160 150 160 150 150 160 150 150 150 150 150 150 150 150 160 150 141 150 150 150 150 150 150 150 150 148 138 125 Cato 150 550 150 150 150 150 150 135 123 113 104 150 150 150 150 147 128 114 103 93 85 79 150 150 150 150 130 114 101 91 83 78 70 11 Cora 140 550 150 150 190 160 150 150 150 150 150 150 160 19) 19) 160 150 150 150 160 150 150 150 150 150 150 150 150 150 150 150 ML 150 150 150 150 150 150 150 145 Width <1W9 18 24 30 36 42 48 64 80 Mean 8.51 ANC80R A B C VW. NB. Pik 132 121 111 150 150 150 150 150 137 122 110 100 91 84 150 150 160 150 139 122 108 97 so 46 72 75 18 24 30 38 42 48 64 40 88 72 78 18 24 30 39 42 48 54 60 68 741/4 84 150 51 72 140 76 78 96 91 68 54 45 39 34 30 27 25 23 21 eo 60 48 40 34 30 27 24 22 20 19 70 53 42 35 30 20 23 21 19 18 18 18) 133 109 91 78 68 80 54 49 45 42 18) 123 98 60 69 60 53 48 44 40 37 140 105 84 70 60 53 47 42 38 35 32 150 150 129 101 89 78 70 63 57 52 48 150 138 111 92 79 69 81 55 50 46 43 150 121 97 81 89 81 64 48 44 40 37 TYPES D 8k 150 150 150 150 134 118 105 94 88 78 72 150 150 150 139 119 101 92 83 76 and 6LITRAIE E F G H I Mel Bk Calc Qnc Core ML (4 1481cn 150 150 150 150 150 150 150 150 150 150 18 24 150 140 150 150 150 31 150 117 150 150 125 34 150 103 150 150 107 4 150 47 132 160 93 41 139 78 117 150 83 1 54 125 A 105 140 75 I 40 114 61 96 127 68 93 104 56 88 117 62 72 96 54 81 108 58 75 150 150 150 150 150 , 18 120 A V+tt. 56 42 160 150 150 150 150 1 24 150 124 150 150 132 1 30 150 103 150 150 110 150 88 133 150 94 42 138 77 118 150 83 �^ 123 83 103 137 73 1 64 111 82 93 124 68 101 63 85 112 60 66 60 84 150 150 146 121 104 91 81 73 92 52 78 103 55 72 85 48 72 95 51 78 132 34 26 24 21 19 17 15 14 13 51 38 31 26 B C WI. 8k 112 129 84 97 87 77 TYPES 150 150 150 150 150 1 150 135 150 150 145 1 24 150 108 150 160 116 1 30 160 90 136 150 96 36 138 77 116 150 83 42 121 88 102 135 72 1 48 106 83 90 120 64 : 64 97 54 81 108 58 lis 81 58 88 B 74 98 53 1 86 81 45 68 90 48 72 4 42 83 83 45 75 144 22 19 17 15 14 13 12 47 35 28 23 20 18 16 14 13 12 11 56 65 48 55 42 48 37 43 34 39 31 35 28 32 28 30 102 117 77 88 81 70 51 59 44 50 38 44 34 39 31 35 28 32 28 29 24 27 94 108 70 81 56 65 47 54 40 48 35 40 31 36 28 32 26 29 23 27 22 25 D elk 150 146 118 97 83 73 65 58 53 49 45 150 132 108 88 76 68 59 53 48 44 41 150 121 97 81 69 61 54 49 44 40 37 sal E Bk 150 150 150 SU3STRATE F G H Com Cmc Conc. 144 150 150 108 150 150 67 130 150 ML 150 118 93 129 11 97 86 77 70 66 60 72 109 144 77 62 03 124 66 64 61 108 58 48 72 98 61 43 85 87 46 39 59 79 42 36 54 72 39 33 50 67 36 150 150 141 117 131 90 79 68 150 148 118 99 150 150 150 131 140 105 84 70 101 68 78 70 64 59 54 150 150 129 106 92 81 72 65 59 54 50 58 85 49 74 44 66 39 59 38 54 33 49 33 46 120 150 9) 138 •72 109 4187 • ND 52• 781 40 • 80 •A••4I •. ie •30 49, jp•lo412 112 60 96 53 67 47 79 42 72 38 68 35 61 32 150 129 150 • 96 144 •1~7• 120 103 90 93 72 66 60 64 •415 •4f 43 39 • 35 • 40 H a Ob b ,0 N 2 °' ra ra O ya 49 X 0.4 b M yy Zr. c 7n 18 o 0 r2 „ , PI P . iOb 1 V, z Li] o�0 0 O 4. • ti ••\ • 111• • .1%4 • • i 0 9 8 s 1 1 i 1 65 30 107 5' 84 53 48 43 33 32 29 27 25 150 150 153 150 128 148 107 123 92 106 80 92 71 Si 64 74 68 87 53 61 49 57 160 150 150 150 160 139 123 111 101 92 150 150 150 150 150 150 150 147 134 123 113 150 150 150 137 118 103 82 82 75 89 63 150 150 160 150 150 150 138 124 113 103 95 160 150 150 150 150 150 150 150 150 137 327 160 150 150 147 126 110 96 88 80 73 18 24 30 38 42 48 54 80 86 72 68 78 108 62 125 143 150 .150 150 150 150 150 47 37 31 94 75 62 150 86 72 150 129 108 150 150 143 120 93 83 150 145 121 150 150 150 129 103 88 27 23 21 19 53 61 47 54 42 48 37 43 92 81 72 85 123 108 96 86 69 63 53 48 103 137 73 93 120 64 80 107 57 72 96 51 18 24 30 36 42 48 A b4 I 60 17 16 14 34 31 29 39 38 33 59 64 50 78 44 68 60 72 43 87 47 46 80 43 72 74 40 74 150 45 103 150 150 34 67 77 27 54 62 22 45 52 116 93 78 150 124 103 19 38 44 67 17 24 39 58 8e 77 15 13 12 30 34 52 27 31 24 28 47 42 69 62 58 11 28 39 52 •1415• • 411 150 WA 87 • 14 160 993 -tib "104 136 •7P • 03• p•56 115 62 • • 49 7! 98 ir 53 43 65 a7 •i • 38 0613 77 9 41 • .., • Na',S' 37 4 63 • 34 43 58 93• 10 53 • • • yY •fn MICNOR/CUP HOR2O11TAL UULUON HORIZONTAL MULLION SPAN TYPICAL _MULLION CI LP ARRANGEMENT$ ANCHOR CLIP lg:11 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER ID SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PROUISCTROV15G17 o 555Iyih".040 IN/FloridaHoi1W, Godo • 4 �O Mgri9motdo ts% 11'1 0111) 2 1s-Bcmil3t4o FroINCA Co01rier• `': a •• • 11•• O {• i • •••4418 F1 t DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 901° Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Otrtswing Glazed Aluminum French Doors -- L.M.I. APPROVAL DOCUMENT: 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 "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miatni-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mtdade.eov/economy f ; RENEWAL of this NOA shall be considered after a renewal application has been filed and there haVbeen 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 Q4. sbau be proyidetl. to the user by the manufacturer or its distributors and shall be available for inigectioi: aatl�ie3of sheat the request of the Building Official. This NOA revises NOA No. 13-0328.1J.an4 ppnsy*sv'ithhs pan •1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewe.d by Ja.me .D. Gascon, P. E. ....... MIAMI-DADE COUNTY APPROVED • . • .. . . • • .. •. ▪ . . .. • • .. .. .. ... •.▪ . . • . .. . 1t • . . • • . . . • • .... •. •. . • • •• • .. • NOA No.14-0908.07 Expiration Date: Junetl5_ 2018' Approval Date: May 07, 2015 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: 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 "G", dated 04/15/15, 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 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under 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 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. 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, HETI-04-1896 A, HETI-04-1896 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. HETI-02—T095 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA e..031219,91) ::. • • .. ... .. . . . .. . •"•. •• Jaime D. Gascon, P. E. • Product Control Section Supervisor • NOA No. 14-0908.07 Expiration Date: June 05, 2018 ... . . . • •• • Approval Date: May 07, 2015 •• . . • . . . . • l.l . . • •• • . • • .. ••. •. . • ..• •• •.• . • .• •.. . • 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 Entry Test, per FBC 2411 3.2.1, 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-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI--02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, .Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18, F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5"' Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of confornamcu, no financial interest and compliance with the FBC 2010 and AAM.1011.[.$4-47; chic; p1/25/12, signed and sealed by Thomas J. Sotos, P. E. ••• • ••. • • ••' (Submitted under previous NOA No. 12-0127.23) • ••• • .•. •.• ••• • • • • • • . • • • • • • • • • • • • • • • • • ••• • • •• • • •• ••• • • • • • ••• • • • • ••• • • • • • :2• • • • • • Y • . • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-020203) 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, ETI092645, HETI-09-2624 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, HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI.02-1736, HETI-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. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'4" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. ••••••• . .. .. • . . . . . . • .. ... .. . .... ... . .•. •.. ••. • . . •• • . . • • •. •• . .. . • . • . . . . •.•• .• . .. . . .. •.. •. •. • .. . . . . �. •• • • . . • •• • . •.. . •• • • •. •• •• •. . •. •. . •. • • •. .• •. • • . •. .• •.. • . . •.. . . Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 IMPAC? FRENCH OUT-81RNG DOOR BiLL OE MATERIALSLS 145 1J2' flax UUnitw• Swing lis Sidelite asohor SSwing Ritm / DITTOS I PART / Mum. matP1riON SWUM Panel With • wean( sem Panel Meth {w j 1 1-900 101-090 I FRAME HEAD 6063-T6 ALUMINUM (33 13/16' TAax.) O C3 3/16' max. C t 2 L-902 101-097 1 FRAM: SILL 6063-76 ALUMINUMi 1 N 1 A) 1 ( J. e 1 1 l j -�- 3 L-903 1.11-090 2 FRMS ,NWB 6063-76 ALt3l1M a Pa. _ 1 - 6• 4 1-904 111-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM _ 5 1-906 11I-092 2 x panel PANG. TOP 1 BOTTOM RAIL 6063-06 ALUMINUM SEE ALTERNATE 001.7 ® 6 1-907 UT-091 0 x Pone) 0104(2 STILE 6063-16 AWM1HUM OPSTNDM GATT WHET/ \ -" Mow DLO WIdtW' 7 1-905 L1I-094 1 x panel LOCK STILE 6063-06 ALUNDAM ,. •• 8 L-909 110-095 2 x panel TDP 1 BOTTOM RAIL ADAPTER 6063-73 ALUt1iNU1 / \ 9 1-911 UF4065 AS REVD. (/4 BOUND AUJN, BEAD - 7/16' 6063-T5 ALUMINUI (0 L-912 tiI-087 AS REO'D 1/4 603600 ALUM. BEAD - 3/8• 6063-73 ALUMItMAI O j�/� 0/ ��j� $� /��\ i%/ ��/ , 11 FD-624-2 L-908 2 a panel HINT& LEAF ASSEMBLY 6063-T5 ALUMINA / //. + /� + \ 12 WS-001 iP 3286 AS RM. Bulb Vinyl Vta'p.-Tear Plastics, Inc See Material Calposltion at Sheet 6Active 1/4' Max Unit W/ STANDARD 1/4' Mnx UnIt W/ LOV 1/2' Panel Height : Max. 93'H: Inactive ' z T Ll 13 PWS-001 • AS REOA VTS4. fl TOP/B43/T. RAILS Schlegel FS - ,087•r. % .2t0'h. / \ a O �d 14 PWS-002 • AS RECD. VTSP. 1 FRAME HEAD i JAMB Schlegel PB - ,(97'w, X .330% \ OCEDM 6 1/2' / S3gi ^,) 15 1-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-15 ALUMINUM ` dead-bolt 16 FD-619 FD-619-1 2 • panel STRIKER PLATE 6063-T5 ALUMINUM Sidelite \ • / _ ; .--1.. 17 F11-631 0,11-006 AS REGD. GLAZING ADAPTER 6063-06 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (1 TOP 1 BOTT014 OF LOCK STILE) %7'%% X/ 4 /./. ✓1,•/ j%;� 19 0D-621-2 NC-,,0N00A4/020 •1 SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 6900 COMBO // Lite •20 FD-*21-2 HC'yF_S[ 5.0 557 D LOf�C•/ DEAD BOLT SET SCHLAGE - Series F1350 COMBO pg - /j Side • •10 1-E 85^024/025 1 SET DOOM NOCK /•DEAD BR.T SET DEFIANT - Serkra 831 COMBO R""-46�--- 1( BCT 22 • • F; • ,324EO'8. Fron4 Instnl� Screw - Head (See Notes of sheet 4 of 6) OILI�-- 1; 1; O /' rTc AT 01 • • • 46 05- ASIREO'A front install Screw- Jamb/SRI <See Notes nt sheet 4 of 6) .----V .--_-_- _ a e ------- ..-_-----� 24 • FS-028 8 F MpIY SCREW 112 X3/4• w.i.. yyqq e/ 1t 1 • • FS-012 AS REQ'8 .r JAMB ADAPTER SCREV PTL-PHI. 110 X 3/4• PH-PMT. 5,0' _ i Ry y 5• •S• • 26 e. • • FD-634 Lea tS.REQ1. 1/4 t�'/'"y,�,�'411GUt BEAD - 11/16' 6063-75 ALUMINUM ` I I' 77 4 /]h��°;^j{_�' "i' a� 24 • • • 4 VO-M3 • • e GI•Iiil�irl503T. ATTACH. SCREV 11 % 1 (/4' Ftl-PFIL ANCHOR NATES: S 11-6:-T-41-111:4-64001. o,e1/6-8 _ 12 3/4'1_6Js_L14 s V8' /4 40/41 yrs . �•••aP FS-049 2/�anel Doul4e Rol AssemblyScrew ••• 3/8'x2 1/4' Hex Screw & Nut 1. SEE ELEVATION AT SHEET 1 0' FOR (nt Sldellte) uax, Ile 4lia ac.o HgA&mmahor 29 • vs • • 65aRE0'A NRUTRAL cugg SILICONE Schnee-Morehead SM-5734 ANCHOR O.C. OF SPACING AND 2 SEE SHEET 4 OF 6 FOR INSTALLATION 710NS. el)L/ ae: tiv pprnH> tnac1eiive pnn- sm. *2mofot f • • O • :P o• AS•REO'D. NEUNLOC1RE SILICONE Dow Corning 899 FASTENERS 0605ANCHOR yr �r eL teems head k au 0 0 EXTERIOR ELEVATION •31 a a • AS REO'D. NTUIRi1-•fid SILICONE Tanto S-500 3, SPACING 0 FRAME HEAD & SIU • T 440 s sa H A SREO'A La nat d Gla see Pp 5 Dupont - Sentry Glass Plus 31 3 •• • Assam% • Laminated Wass see Pg. 5 Dupont - PVB 1 . QUALIFIES SINGLE t MULTIPLE PANELS (SEE ELEVATIONS). NOTES; 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - Sth EDITION. 34• r r RS•REO'D. LA*ratetl6doss see P. 5 Saflex - PVH S QUALIFIES UNITS WITH AND S MAX. FRAYS SIZE 146 1/2"w. WITHOUT 91D0b0090 X 95 8/4"1L OX10 2). G11SS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF •36••••• HC-002 24Pnne1 P41j). ASS'Y•AL0t4 PLATE 1 1/2'x 2'x 1/8' (6063-05 ALGID . 4 . MCP & INT FALSE COLONIAL MUNTTN APPLIED 1F/SILICONE. THE FOC 2014 CODE. 36 a HL-so • tP oriel Panel Ass'y Ful( Lenght Rod 3/08s200 Rod, Plate, flange Nut 6 . QUALIFIES 81101E OR i OUBLS BOTTOM HA1T8 3). iX OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO THE STRUCTURE & 70 BE REVIEWED BY BUILDING OFFICIAL 37 a FS-011 0 HINGE ATTACHMENT SCREV 110 X 3/4' P.H. / PIR 0). MAX. DATUM OPENING TVDTS 1200110 • 26` 69 i/8" TWINSFFR 4). ANCHORS LOAD TO SHAD. 8E AS USTEO, ANO SPACED AS NOTED ABOVE AND ON 39 ■ FS-044 12 SIDEL1TE ATTACHMENT SCREV 110 X 1' PH/P1411 - 07' 0C Max) . MAX.DATUM OPENING 0). SEE ELEVATION AT OW 1o56 : FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERNAL. SHALL BE 39 HC-006 A2PP050HG14 6/Jar*o 1/2' IMo. Hole Plug - Nylon 6-6 HICROPLASTICS - Rockwell 14-79 9). AIL DIMENSIONS SPECIFIED ARS 11.1 INCA BEYOND WALL DRESSING OR STUCCO. FOR INTpN FAST TIERS TYPE. 40 HC-007 62000871611 2/Panel 7/8' IMa. Hole Plug - Nylon 6-6 MICR0PIASTICS - Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE ANCHORING NOTES 0 SHEET 4 OF 8 OR LOADING CONOMONS NOT THESE DETAILS 0401 SHOWN IN (14 40 r 1IC-010 1/BOLT FLUSH BOLT Sell Plug - Nylon 6-6 St1NCOPLASTICS Inc. RocMell N-79 rNUI)U11 M11703801 as conplyb0 with 6). the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 101-086 AS REO'D. 1/2 ROUND FALSE AWN NUNTIN 6063-T5 ALUMINUM 11o1006C000 ,,0 jejMTPAT[ONS; • 43 • • AS R50'0. INT FALSE APPLIED *INTIM 1.25' X 1022' STOCK ALUMINUM Aectpbrao 'f7/1-#4...^., 'O 1). MAX. DP - *86 PSF W/ (4) Surface Bolts & Glow Types A, 8, C k 0. 44 L-915 FD-623 AS REQ'D. FRAME HEAD SHEAR PLATE 6063-75 ALUMINUM - 4' long •• (SEE LOCATION DETAILS 0 SHEET 3 OF 8) (2) Surface Bolts at InonUVa 45 1-916 LR-117 AS REO'D. MANE Lay SILL - OPTIONAL 6063-75 ALUMINUM r 2). MAX. OP 378 PSF W/ 2-Roel( Lock octiva)t is 46 FII-635 LIC-050 1 TWO-POINT PLUSHBOLT lid( OPTIONAL (FQ( +/- 76.0 Pte' DP) : , `II: '5 z , c0 COnIrol 3). MAX. not DP a 078 PSF W/ Flat til 6: mwt bs aced where water MfiOfotion rquired or apenin 1s protected by overhang ratio greater thou Ont, 47 F0-626 f0-626-1 2/PonN FLUSH BOLT GUIDE ALUM, ANGLE 1 1/2'x 0 I/2'x (/8• Alum. 6063-T5 P ' �; I': , • 4). MAX. DP • *86 PSF W/ MUW-Point Lock (1-active)+(1-passive) of 130501. 48 F5-627 FD-627-1 2/Pawl 2-PsInt Lock Bolt Guide ANGLE 3'x 3'x 1 I/2•x I/O' Man. 6063-75 E• tii� „ Revision Notasl T 49 • • AS RE0'8. Joint Sealant- White Colored 'Purvis Co/ Super Seal `i l "13e.OO -ice Wired to comply w/ 1352001 -11/01/05 / A. s ®� 8501 NW 901h St. 33186 50 ED-630 HC- 1 SET um( ACTIVE HANDLE 1 TRINSET ASHLAND 1V5201A-A 1 �1 - to aem 4 •'/ 8212007 k dded jj„//jjj"'$$$ MEDLEY, FLORIDA 1 SET 622b Insulated aims Ol/02/1D (305) 698-8860 51 00-637 LIG 1 SET MULTI-POINT LOCK ACTIVE ASHLAND 1V5110-STACTS ,* w * f '. and Mult-PeInt took 01/87/11 ¥AIRYPAOT'JRE6 OP QUALM AUPPIPLM WINDOWS 3110 CUES AWES 52 FD-640 MC- LOCK PASSIVE HANDLE 1 TRLMSET ASHLAND MWJ201A-P d to comply w/ 2010 FEC Dyer dux 1'+r4 MAN h a C.WNP sw4wNadeb now Mod! 53 00-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND 1WS100-510454 '0 I.'E E J kr� sad to comply w/ 20(4 PEO IMA APPROVAL I BMAOT REM DOOR 1 M 1 54 00-641 HC- 2 x panel Multi Potnt Lock Bolt Guile NYLON 6-6 Rockwell M scale 79 •1= �i�', �' �' Net•on Esso pt "La Porte" Impact" French Out-Swing Door 55 K FS- 4/Guide „BM Guide Attachment Fastener 16 x 1/2' PA/P1411. .'; Q,.;aw�" 0 R 10 0 10 !6 NAM anmAxe 56 FD-642 HC- 1 x Lode Lock Top Nolan Adapter NYLON ADAPTER ;SA'. 1,',4•• -- %), A° Holman Beata 01/20/12 57. F2-643 115- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER DATE MT-Fdlf +Y tor"•" 44•re n t.e. Mantle. X`a"1ni°w rr'y'" ' rD^2003 AM*. 4.," p • (3 10 7/5 Ilex Unit Vldth SsIn P4m1 VIdth '- 35 3/16" nox:-i {,T IpA1�� tt e/ 6 A SHEk1 VMW iftlfAT 1 S 0 ` MIME T-, •, No ---- y 2_' ll. iva �t --- iI 1 11 1r --1f(` . fir 0 5 Q1..Iflj/ -- %�/ / u -- II Active , II � - �� Pi' J x.. 119 = r° d a ro r m� m E ±76.0 _ t_ _• • 74 DR' Nes Wit VMth _ Sldellte P ( 33 13/16'ones Width nax. 35 Ire' Hex U9* VIdth 30 3/8' Nox Unit VIdth (3 73 5/16' P•ona'7pVkt 3/16' .x Nex Mt % VMW iftlfAT 1 S 0 ^ '42 01.508 T1092 'A" Sc -Jr +/-(P8T) . Il Ct.:, !VI - - I Act, l� eeII I 1 11 1r --1f(` . fir -- 5 ±86.0 11 3/16' ±76.0 A tiv il II - ; ' II Inactivevv. . II 17 3/16' J x.. 119 = r° d a ro r m� m E ±76.0 - 486.0 23 3/16' - 66.0 1 *MEM ±86.0 29 3/16' ±76,0 ±76.0 ±763 5 74 DR' Nes Wit VMth _ Sldellte P ( 33 13/16'ones Width nax. 35 Ire' Hex U9* VIdth 30 3/8' Nox Unit VIdth T AffiEETLT 1'0X0."• ELEVATIMil: • • • ��'^-�..,._ • •• • . • • •• • • Too tt moo unit vas, S0EryM0 8340/04101DO.T SldellteJ d AT SHUT Pani-tAeth ( 33101P4:1 •-.,.,,< �S 3/i6• rw II 11 ®-07ft IIS ctdve II� 11 ANCHOR NOTES; I. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS, 2. SEE. iSi RE SF ,4 OF 8 FOR INSTALLATION r SEE ALTOM4SE 5007 OPTICAS4e AT SHEET "OXXO" ELEVATION 4 "OX" ELEVATION ATPROVED CONFIGURATIONS NpTFS: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR E. 2. FALSE COLONIAL MUNIINS AREroAPPUED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. SAHEB -ARE AVp J L ETH SINGLE BOTTOM RAIL 4. OUT-SWING GEE BODOOR WITHOUT INSECT SCREEN. PRODUCTRBVIBBD es Building complying dwNhi ANme ida• DuOdisg Code •e . 10449 0 Oowrol PR r 4 f5225 *ct1. Al: 't '5' t5 DATE Revision Notes.. Revlea4 to miserly w/ 9868004 -11/01/06 Revived to empty w/ TBC2007 k added kinllated Glass 01/2!/10 Mhland Malt -Point Look 01/117/l/ Rooked to comply w/ 2010 PRC Revised to amply w/ 2014 PBC Anima lip 1141* 4#44441 Nelson !n•zo 10 16 lE DOLT SHEET"X" ELEVATION WOW'. a1 8 "0" ELEVATION "LaPorte" HOPACT FRENCH 01111381140 DOOR - DESIGN LOAD CHARS PAHA, 9017!/m1GQ ACTUAL $D:i (Wont.) N01®!! 09 meson MI" 1 PAM:6 11DItq rev 1::0).n ///� _7/4._ r 1 - 01.508 T1092 'A" Sc -Jr +/-(P8T) . Il Ct.:, !VI - - I Act, l� eeII I 1 mart • 1r --1f(` . fir -- 5 ±86.0 11 3/16' T AffiEETLT 1'0X0."• ELEVATIMil: • • • ��'^-�..,._ • •• • . • • •• • • Too tt moo unit vas, S0EryM0 8340/04101DO.T SldellteJ d AT SHUT Pani-tAeth ( 33101P4:1 •-.,.,,< �S 3/i6• rw II 11 ®-07ft IIS ctdve II� 11 ANCHOR NOTES; I. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS, 2. SEE. iSi RE SF ,4 OF 8 FOR INSTALLATION r SEE ALTOM4SE 5007 OPTICAS4e AT SHEET "OXXO" ELEVATION 4 "OX" ELEVATION ATPROVED CONFIGURATIONS NpTFS: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR E. 2. FALSE COLONIAL MUNIINS AREroAPPUED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. SAHEB -ARE AVp J L ETH SINGLE BOTTOM RAIL 4. OUT-SWING GEE BODOOR WITHOUT INSECT SCREEN. PRODUCTRBVIBBD es Building complying dwNhi ANme ida• DuOdisg Code •e . 10449 0 Oowrol PR r 4 f5225 *ct1. Al: 't '5' t5 DATE Revision Notes.. Revlea4 to miserly w/ 9868004 -11/01/06 Revived to empty w/ TBC2007 k added kinllated Glass 01/2!/10 Mhland Malt -Point Look 01/117/l/ Rooked to comply w/ 2010 PRC Revised to amply w/ 2014 PBC Anima lip 1141* 4#44441 Nelson !n•zo 10 16 lE DOLT SHEET"X" ELEVATION WOW'. a1 8 "0" ELEVATION "LaPorte" HOPACT FRENCH 01111381140 DOOR - DESIGN LOAD CHARS PAHA, 9017!/m1GQ ACTUAL $D:i (Wont.) N01®!! 09 meson MI" DP PAM:6 11DItq DP , PSP ) 01.508 T1092 'A" Sc -Jr +/-(P8T) 10 sta 03(333) OLA39 TMP! `D' +/-(•••) 0488 TMP! "C`17191 +/-(PSP) 01388 11" t/ -(PSP) MIDI! • mart • ►DTR • 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 5,4' 5 ±86.0 11 3/16' ±76.0 ±76.0 ±76.0 5 +860 17 3/16' ±76.0 ±76.0 ±76.0 5 486.0 23 3/16' ±76.0 66.0 ±76.0 5 ±86.0 29 3/16' ±76,0 ±76.0 ±763 5 1863 31 3/16' 476.0 ±763 ±763 34 1/4• 5 6 206.0,1-4-3/16',/±76.0111 ±86.0 11 3/16' ±763 ±76.0 ±76.0 ±76.0 ±76.0 10 1/4' 16 1/4' 22 1/4• 20 1/4' 30 1/4' 34 1/4' 93' 5(6) 6 ±865 17 3/16' ±76.0 ±76.0 ±76.0 6 ±86.0 23 3/16' ±76.0 ±76,0 ±76.0 6 ±86.0 29 3/16' 276.0 +763 2763 6 ±06.0 31 3/16' ±76.0 ±76.0 276.0 6 +563 35 3/16' ±76.0 ±763 276.0 • OPERABLE PANEL MUST 'MEET APPUCAOLE REOWAQNNOS PER BIRLD040 • 0 PMEMHESIS INDICATES OF N*11083 AT FRAME 4O1/0. LA. WS ON 8501 NW 901h St. MEDLEY, FLORIDA 33166 (305) 696-8660 1MNUPACISZMS OP QWMIT ALUMINUM WINDOWS AND MSS MORS AIM. 4y Nelson tneo Oak 8F0 1"M Om Pod a.■. her C,W 5, 0•AWItWe 4r... IPeMe VOA APPROVAL IWACT FRENCH 9000 2 OF • "La. Porte" Impact" French Out -Swing Door "e'" ev.oU, Nrods. FD -2003 la's"' 1...w G 5/16' TAPNCDN��gV�//p <SE/ NIppSEDELOV FOR SPACING) 2 x (PS) WOOD BUCK 1/4' MAX. SHIM TYP. 1 I/4' MIN TDYGPE • • Active ••••- / o JAMB 38 Li. :1 VII— MULLION INTERIOR BIDE LOCK STILE m m Q► Q Active O. MIN EMBED. TYP • •• • • • •• • • •• • • • INm 001•BmB • • Inactive Active Ap, Lk MIRROR SIDI Inactive I x (P.T.) MSD DUCK (SEE NOTE 3, SHEET O �9/16' TAPCDN V/ l EI IIL D.* SHEE ELEVATION, AT SHEET 1 OF 6 FOR SPACING MULLIO JAMB OInactive @® °EXTERIOR SIDE "ono" UNIT WIDTH • • • ISORRl0R SIDE • • • saran= MO • • U L__+•....• U L_../ • • *BOB; STILES frill ASH BOL? • • • LOCK STILES WITLL TWO-POINT LOCK • • • & FLASH BOLT • •� •••• • •• • • INTERIOR SIDE EXTERIOR SIDE TWO—POINT MULTI—POINT MSX. OP - t78 PSF MAX. OP - *80 PSE OPTIONAL LOCK DETAILS THOMAS 1. SOTOO PHO _! 1L.HNOINEER D 1 it MDT EMBED. INTO •r�, 3500 PSI CONC. <TYP 1 1/4' (►DN. ENE DISI.) 5/16' ELM TAPCWI V/ 1 I/O' MN ENDED. (SEE SHEET 1 OF 6 FOR LOCATION AND SPA PRODUCTREVTSFD as complying old) the Florida Building Code AMC Pr0ded Control DATE 1/4' - MAX SHIN Active Inactive OPTIONAL BOLT 0 TOP BAIL OPTIONAL HOLT BOTTOM BALL ( SEE DETAIL E3 FOR MOUNTING LOCATION !LUSH BOLT & •' TWO-POINT LOCK LIMITATIONS: 1). MAX. OP - *86 PSF w/ (4) Surface Bolla & 61aae Types A. 0, & C. 2). MAX. DP o ±76 PSF w/ 2-PoInl Lock (aoliv.)+(2) Scrfoce Bolts 0 hikers Revision Noma Revised to comply w/ PHC2004 -11/01/06 limited to oomph w/ P1302007 & added Insulated OINN 01/22/10 Ashland Wilt -Point took 01/87/11 Revised to. comply w/ 2010 PDC Revised to oomply w/ 2014 PBC lhaforA Salmon Bravo ' 01 le t6 11/4' 1 Mer 1lsInipU tance _ 1 k — MIN EMBED <11PJ ANCHOR NOTES. - 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS. 2. MAN 4 wpeOF�6 FOR INSTALLATION ERTERmR SIDE IN1ER1OR SIDS (*) OPTIONAL SILL 118rwl *: tai.. MIN ENDER INTO -1- 3500 PSI CONC. (TYP) I/Helgntl 1 1/4• (MIN. EDGE DISI.) (el piAAT SILL NOTH: DOORS t SIDELITES WITH TNIS SILL TO HE 95 I/4' MAX FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO 4/- 76.0 sof DESIGN LOAD AND MIST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING 13 PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WERE THE DOORI2 LOCATED. S 1 2' HiNEN8EO V/ LA WS ON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 ilANUFACTDAD'A •P QOALIIY ALUMINUM WINDOWS AND CLASS D008S DmY Clow hal a... Hod porn" ) ^+e Nom SM I 1408 APPROVAL IMPACT Mick DOOR 3 OF 6 Nelson Tirana 0!/12 "La Porte" Impact" French Out—Swing Door OWN e.t.a. 1v w1M ,Amin, IAvw.rnr Mw.e.x FD -2003 1..00e Limb G • 5/16' TAPCON % / SEE 1EL1EFt&T D$PACING 1 x (P.T.) WOOD DULL( .,� (SEE NOTE 3, SHEET I) INTERIOR SIDE �-1 x (P.1) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE 1 LOCK STILE JAMB 0 0 ED LOCK STILE 5/16'' TAXON W/ SEE ELEVATI1JN AT SWEET 1 OF 6 COR SPACING RITERIOR SIDE ElS LOCK STILE 3 1 Active Inactive 11/4••!.." pad, ma o+uY. J • UNIT WIDTH EXTERIOR SIDE EM— DED CM.) UNITWIDTH EXTERIOR BIDE TYP. EXTERIOR SID INTERIOR 8101E • :P' • • 5/16' TAPCON W/ 1 1 MIN ENHEd • • + .. t.4, ... .. ;. �. ( E N0 ES FOR SPAG1ErGt. ST COTE FOR SPACING ITNM ;jD • ' -. / .444 ET sly; ENDE0.Lj 1` ,�.::•,"',` ]F.^;z.. a . • • • • • •:O 1NAX. M�'��• (/4' NAX! SHIM TYP. OKI- • • • • HEAD° 11 .,;j�� 0# TVP HEAD° (R�`�11� CL! • ..1:.; ▪ • O pil ® SklNlte ©I1+1.:' © I Attachment Scree • �) r� II iD • • a I 1 I (6- S�crivs�pBPeach eWs e� Jo • •••• • • (SI, m e ® • r ' INTERIOR SIDE PRODUCTREVWSED LAM . AT GLA l7 1 as complyhdl h lho ' • a I e ® !� 0 ButldbgCbd. �i x r w ._�, EXTERIOR 3Q1E No b7lIL. ® C CO o -- t 4IAm1 • PYodac(Cbmrol 0 1. it ® i fir' ® EXTERIOR SIDE INTERIOR 8 /16' TAPCON V/ ' HIS ENDEA LOCK STILE INTERIOR SIDE 1 x (P.TJ WOOD BUCK (SEE NOTE 3, SHEET D Active LOCK STILE SldeUt• EXTERIOR SIDE s, 07 Inactive 1 i' MIN EMBED TYP 5/16 ELCO YAPCON W ( 1/4' (DR/. EDGE 0 l 1/2' MIN EMBED. (SEE SIEET 1 OF 6 FOR VAC %'" Hadi MIN ENDED. INTO .3• 500 PST CONC. • (TYP.) EN000EIR Q 4 55225 * TQ Cc TE OF 'tu 1 1/4' (11W. EWE DWT.) EXTERIOR 81D6 Ralston Notes: Revised to empty W/ FBC2004 11/01/06 Revised to oemply w/ FBC2007 A: added Imulatod 0)... 01/62/10 Athlasd Malt -Point Look 01/27/11 Rotted to comply w/ 8010 FRC Revised to comply or/ 2014 FOC /mow ow Nelson gra" p0"1/]0 16 EXTERIOR SIDE INSTALLATION FASTENERS NOTES; '1X BUOK' MII.IMUM REOL•RED )'SSTEN RFR 1E HEAD:. 5/16' X 3 1/2" Long TAPCON(*) JAMB: 5/18' X 2 3/4" Long TAPCON(•) MULLIONS: 5/18" X 2 1/4' Long TAPCON(•) (•) TAPCON BY "ELCO ULTRACON' "2X BUCK' MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3" Long TAPCON(• JAMB: 5/18 X 2 1/4 Long T C0N() MULLIONS: 5/18" X 2 1/4' Long TAPCON(*) (•1 TAPpON BY 'ELCO ULTRACON" INTO 3500 PSI CONC. MIN. t{DTE: ALL FASTENERS F(/ 1 1/2' MIN. EMBEDMayL 1 1/4' ION. EDGE DISTANCE & 1/4" MAX. SHIM SPAM ANCHOR YIELD STRENGTH Fyee1551co1 ANCHOR ULTIMATE STRENGTH Fu.177k.1 • ALL TAPCON 160107119 'L' SPECIFIED ABS WMMUNS ( EBB RUINATION At MEET 1 of 6 FOR ANCHOR MAX. SPACING AND LOCA1I0148 ) L4W,JON 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696-8660 MAMUFACFUUDff Of MUNN ALUMINUM WINDOWS 021 ULSS 000115 !"um age Mallon Eras* 01771E Nebo at... Der. Waw. feet Aad, free rd4••y as4eMM A.w Murk 140A APP40YAL - INFA0r FRENCH DOOR 4 or "La Porte" Impact" French Out -Swing Door Aysme• fry.1... lOreuIN AURAM FD -2003 A444400 Ewa D `tiaca1°' GLAZING TYPE & DESCRIPTIONS ^ 0180.110 ATTADK0T` a- la v+ saays ear wntt GROG INTERIOR SIDE 468 0./A Laminated Claes by Du ant - Glass Type "A` /; �' "r a 1' PNANN ....� tie A 9/i i» / - WEATHERSTRIP FACE UP -.- '\ - 17 Ctaslug Adapter W Glazing Depth DIM DESCRIPTION DITAd r,+*,, e m raga 1 1 3/16' Arouol.d - :3+ 2 090' DuPont SGP to erloyer ,.— Anna tIS6• 3 3/16' id 1 �I a Tans J w�1 f' ""' Laminated OLes / .040" 0/A Laminated Glass be Dn at - Ohma Type H" r �\ .r y by Dupont or Solutia JJ '11', 'B" "C' my pescavnoM DS'rsD, © snL / _ amt JAI• Types or 1 UB' Annealed — . 1 �li i ata) Mx SILL SEALANT DETAIL HIM WADER TO lE fEM.ED SIMILAR TO ASN NOME SILL FRAME ASSEMBLY DETAIL DPMBOi S1K 91DELITE/JAIAB ATTACHMENT ACCESS '` ' UFT DON TI •�i�HIXGE SIRE T �AKD aaa 8I' DIA 611Mac P DETAIL •B GLA'SECTARTY v/ t: ESCRPDHOt GLAZING TYPE a DESpOPT �• 2 .090• DuPont PVE Interlayer 1tr — '• 1/4 �t,p4 � 3 1/8 ATewaled WV Eft 0) AD ..a EXTERIOR SIDE .340 0 A Laminated G eas by Solutia - Glass 'l)pe "C GLAZING DETAIL #1 DBSMIPTIDN DsrAO• 1 Ire' Heat-Strengthened GlasF D9M Aflex PVI mer<.yer lit' 3 I/O' Heat-Strengthened Glass Salo' INTERIOR SIDE 0lealn spoons GLAZING TYPE &. DESCRIPTIONS ••'� • scr* Luo e • • • • 4 •'s • LAR• • / No•E A11A0/a'a1 SCREWS • s 01•1'ln.nNR., • • • HINGE ATIMCHMENT MAILS • muss IRC •(/ • • • *. '� / )0 Glazing Adapter Vie Laminated Oleo m +� 340" 0/A Laminated Glaze by Solutle - Glass Typo "A"• S/ , `630 . •tb MA maCBDPI'IOM MER[ (SEE TABLE V/ MARE -• DING ■_ li I - 1 GLAZING TYPE I DESCRIPTND �/l}? 1 I/O Heat-strengthened class An �T•�=--++' PVD Interlayer S MI .1111 1 ""�� 3 a 1/t• Neat- rengthened Glass f + , IALe Insulated -�*tea-~�-J / 4 1/4' INSULATED AIR SPACE LW /04 }� _ e• •• II +:O • • �{ -�' ''''..1/•"' LEFT aur AWE LE,r m Row STILE Ajr `C S 1/8' TEMPERED GLASS ED Or Temp. Glaze Glass Type "2" INSULATED SPACER 'TrvSeal•- G *slag Heed Duro Seal Wolf Spahr .340" RCM 0/A Laminated Glass by Solutia 82ac >PT10N - 0tl'AIL I • • • • • • i A 1101-1111 tin ta 1% \ STILE 0011w rEII NUT IDNGE ATTAdef)It ANS VASTER • status .ate • • • • • • zee x 3/41 IwmD. • PANEL ASSEMBLY DETAIL • •'• • • • e • • • ACCESSNOLO COVER �, ' JAM • . r ® Black - L4• Ar aI- �1ia ale-258-357 1 I/O'' teat-'SSrenothened Glass m en t 890' DuPont SGP Interlayer• . su ' EXTERIOR 3 I/O' Heet-stre.gthawd Glass '-'0,0"1,11, �' ___ , 4 1/4' INSULATED AIR SPACE osw GLAZING DETAIL #2 5 1/9' TEMPERED BLASE ® • e 014 INTO (SEE • 1148 OR SEL[ 811.11t� SCREWS MEM. SCTURE NOTES FM SPACING) I, IM EDGE DIST. �� NIT "T"'s10s 7.1014 • • 014 INTO (SEE 010<, 25 RNIH <6063-TS MIH) & MINUII TUBE MULLION REFER 70 APPROVED NIANI-DAM NM SIR OR SELF DRILLING SCREWS METAL STRUCTURE NOTES FM SPACING) 1' , NDA EDGE DIST. 11tU 1111,1.1 12 GA. HIN. <fy " 36 1(81 MIN,) STEEL TUBE 0R COWINwasat (STEEL IN CONTACT V/ ALUM TO BC PLATED OR PAWED, viva twill MRO. FPI ,_,I - + _1 i" ate' i N� I--_. t — . — . Y y- C31 I ,1� 1 1/4 MAIL SHIN TYP. ti J 1/4' MAX SHIM TYP. # 1 REMISED Ith - p0efide {" L' ] a ssRODUCT rompri A B111Id�g Cade ... (�= 0 Acta •,ante Ne 1 t/4' HIM. 3/16' ELCO TAPCON V/ I t/4• HIN EDGE DIST 1 1/2' MIN EMBED. EDGE DIST. 5/36' TAPCON R h 1TYP (SEE NOTES FOR SPACING) I- Tri' t t/2' MIN EMBED, 1NTTop CONC. (SEE NOTES FOR SPACING) She. N� /A",° i late �� ,6 . ,•' iii' •.. • 'I iL�L•' '1. HINGE ASSEMBLY DETAIL Il AFD-824-2 e � t " THOMAS 1. S0T0S pROPESSI. ENOINI8R t M6 (CGNG TO 50 3 KS1 MIND /2' 1 .....-...WOOD 1 1/Z' '' • i^ ; b-.• A$ NADI )� X01 (ISN. :ED. �' ;, ��'' __ . �I 2 x (P.8.Y > CK SEE GEN. NOTE 03) ,,..: t. s ,, �� r • ST a r>r r• •••d) ry :x.225 :.Fs .Insulated = • l 1 S Ax � l ( : P[s,. 'I . •.ffi 1Yr pt.;�`(�4.� ,4, is•C.`F\'.' Q`': AAIi�•)' 3. '(( ., DATEr_ Revision Notes Revised to compl7 Ti/ YBC200{ ^11/01/06 Embed to comply w/ PBCR007 k added 8501 NW 90th St. LA W S o 1 !� MEDLEY, FLORIDA 33166 (Ras 01/32/10 (305) 698-8680 1 _ J - I/4' MAN! SHIM TYP. lila' 1/4' MAX SHIM TYP. Ashland !fait-Point Look (1/27/11 YANUrg(WMR OF OU.WST =MOM ILNDO/8 4111 CUSS 10083 Reyleed to campty w/ 2010 8110 Iteyleed to comply w/ 8014 FOC Dre. n•.•, A.( area. PY"i Wenn* r w•VMd.6 naw flAua 6 OF 8 NOA APPROVAL IDPACT FRENCH DDDR D om` Nelson &ROO o7&'�ie "La Porte" Impact" French Out—Swing Door . NOTE, ORtLNAY. FOWOR (08140x WDE/AILS FRAME INSTALLATION OPTIONAL DETAILS .Sp Dotson Bram, Ms000/13 haw a.ts s'arTD,ana., •"••W '^ FD-2003 D.a+w.n l.wD G (TYP) / t d,2 tldf Q S! q 9 s • • • • • i WE'LL,. STECL G11:1191' • • • LOCK • . • • • • ACTIVE TR1RSEi 7 GUIDE 3/8• STEEL AOLT p ilGUIDE' • • • AC4IJTE • • •• • • • • • 14 • • • rypNDLE TLD, DOLT i �qT 4 t S 3 • _ '' Cgf p 6 4Ir. II ( ' II gg 8 g ➢ i � t 1 1 a I • • • • • • ■' "•• • • •• +g� t II ' gg d a . , i V i ➢ 4 9 � +� k t 3 6 ffiD ; ? .., • "' PASSIVE L TRINSET i BOT I GUIDE II I /0' TEEL i® FIULTI-PAINT LOCK ® TON 3 STEEL AA DOLT PASSIVE m t1ANd-£ © Ap , BOLT 3� ® 11/2 FLUSH HOLT TWO-POINT 49 orals GUIDE RFD-827-1 o LOCK 3' AND I .076 -II- .--r°150 �r 07 USO 3.5 ` 4,500 1 .875 .062 J__ 260 T� l �� ,096 �" .065 1.750 I . Q I- 1.259 -) -1 .908 �- ,074 ,127 .697 QUARTER ROUND GRAZING ADAPTER N1-010 88 O (11/18 � HEAD 1yFD-834 OFRAME PANEL HINGE STILE XL-0071---1,812 -I O FL-901 H EAb 119 .730 1 126 4.187 1 I j I I I-- T 098 J 1,P50 .064 2000 1- 2.031 -4 h 8 I00 .064 1.500-L I t ��rr�.. � � QUARTER ROUND 1. .075 11 � 008 ()QUARTER BEAD I #L-912 f - O FLUSH 47 ANGLE 1 0/2' AFD-628-1 1.500 HOLANBL pulps LANG I -�r 070 06656 525 STILE 4.500 O FLtA3 SU T` 835 /PANE 6tACK .65 ®®�_ " .808 -t--I� - 1.75 - h- 1.750 - I 1.812 --I r 263 r • "• 1 • • f •' 'I ,CTJ • • • • • • • • • 46 (+/- Iy 1 • TIrN d a KN➢D ' • • r.' OP?IONAL TW0-POINT LOCK IHC^060 18.0 • • y,' a LACK AAI • • • • • •SCK • 4 • • 4 • • • • • • e DP) 8 81080 4-,;2‘ALUMINUM fi 2' AHC-002 1/2' 18 PANEL PLATE LONG 2'• 1/8• QUO ROUND d .125 , 4,066 l 1250 (/ARTQR (1/4") BEAD #L-911 .072 (e,-J U U U 1 •2 A 7 Ib2s 0.196 + A4S .L - - ,065 T HALT ROUND ()HALF MUN77N #L.-913 p 8 RAIL ADAPTER O #L-909 4.000 ,072 291„ 1.500 4.500 IAMB ADAPI'BR �4 (j1-904 PtesibleVlrn WPM CompoalDon- Tow PRAM 100, .082 -- - ,100 1. PPVC Hoak Compound No, 720045 ' L012 4.348 too PHYSICAL ASTMNO. -1 - .136 L DsakmarRerdros "A',10 sec 75 0-2240 I 7 �OA58 J 1 spedlio Onudty 1.45 o-792 Tuella Stren60r,PSt 1640 0431 PANEL TOP & 0072 I { UitlsYe EtmAUbq% 340,0 0431 Modulo. 100 Simpatico, PS 765.0 0631 imwetBrinknosy 31,0 0.746 O #L-908 RAIL O FRAME JAMB L-�3 4A66 FRAME HEAD SHEAR PLATE 44 /L-915 , Vfyt. 1. PPVC WORE Compound No. 7287-78 : . % LPi - - I t. n t �f dl PHYSICAL ASTMNO. A•, 75 D.2240 Ds•moGim4 1. AIL DIMENSIONS SPECIFIED ARE W mow 2.608 1a "IOC .8pp Des 10m Specific Comity 1.45 0.792 E. SBE ELEVATION AT SHEET 1 OF 8 FOR TeoslleSmwgth,PS1 1640 D-6ie Moak Etangdion % 325.0 0638 ANCHOR 0.C. MAX. SPACING REVISED AND LOCATIONS Makin@100%Idmggim•PSI 765,0 04011 Tmpect&iIOtams •30.0 0.746 PRODUCT ntampiyieswAb Plodda DOOR%Codo it„ • �. O 4,500 FRAME IAW SILO 4 Ac.,......1 �f 7TI d L-918 0, THOMAS 1 801'61 PRO •• R i• . REFER TO DETAIL '0.3' AT SHEET 2 3 Of 6 FOR ADDITIONAL MOTES AND LINITAT03NS.DOME �n� r .."prato '� • • .. ,t �,'.• ..;'l �i� Revision Naomi , ,414% im• V\ LC'.44p�i� 28 1,, Revised to comply •/ P902004-1t/01/� Rooked to comply w/ PDC8007 k added LA yr s 0N 8501 NW 90th Si, MEDLEY, FLORIDA 33180 * : Insulated Mau 01/22/10 (305} 698-8660 S1AOLEst te) LI6• al 3 ' 19 INACTIVE-PANEL FLUSH STCEL 05 0.D, 1.515://:,r47,5,8 BOLT 80.5 <u /HC-001 . ;;, 1A1864 Mull-Podst Le9k 01/27/11 ITAZIVPAOIWR2I OP 41242177 AtulttxWl WIDOWS RIO OWN BOORS Optional Multi-Point Locks P (+/- 88,0 pef DP) •sf� o ; er t!`► ? OF � I" RerMed o•mP17 w/ solo FEC hooked to comply w/ 8014 PBC ACOA Ora ,AL is "'r IMPACT"" FRENc°"H DOOR ("'k 4 aF 8 • P t•a�• , ■eA.w rw Nelson Brno sW t 1• !8 u LQ Porte"Impact"French Out-Swing Door Active Lack ASHLAND 18145110-STACTS Passive Lock ASHLAND NV5110-STPAS4 .4 R11;• ciap� i tot �Q • lj�- ♦�1 Platoon Brno 2a; p1j2 • HANDLE 1 TRINSET ASHLAND VS20IA-A 8 HANDLE 4 TRIMSEi _ ASHLAND RV5201A-P a t 1 14 DATE amok ei L• /WI '-•. w•ua�k atk•wr F0-2003 meek. tomo G COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County REI- 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/ orthe AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material. within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade. County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH 7700 (Flange Frame)" Aluminum SingIe Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series 7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision "B" dated 08/I 1114, 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. MISSILE IMPACT RATING: Large and Small 1VIissile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 putposes 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 Miatni-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 .11041.81.011 bei prpvjdecl .to the user by the manufacturer or its distributors and shall be available for ih pectioriaftRe, b:sile It the request of the Building Official. This NOA revises NOA No. 12-0127.q.ancj ootuh s kali? jute: .1 and evidence pages B-1, B-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy ' MIAMt.DADE COUNTY APPROVED • .•• . .•• •.• • • •• •. . • ••. . •• • . • • •• •. •• . • •• ••• • NOA No. 14-0908.10 • • •• • • •• •• •• ••• • 4'1 Expiration Date: December 27, 2016 to ;i•�`�. • • • • . • . Approval Date: November 06, 2014 • '" Page 1 • . • .•. . • • • • • • • • . • • ..• .. • • • •• •. ... . • • ••• . Lawson Industries, Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted-in:der pervious NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange .Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated 08/11114, prepared by manufacturer, and 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 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung: fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08--2062 B, HETI-08-2063A, HETI-08-2063B, HETI-08-2064A and HETI—O8 2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 08-0825.17) 3. 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 b) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FM -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Subinitted under prelims NV4 No. O1-40,09.0.1) . • . • • • • • •• •.. .. . .... • ••• •• ••• •••• •••• .Jaime D.Gascon, P.E. • • • • • • • • • • ••• • •• • Produet Control Section Supervisor • • •••• NOA No. 1,1-0908.10 • . ..• .• . ..• . . .. • • • Expiration Date: December 27, 2016 Approval Date: November 06 2014 ••. • . • ••. • • •• • • ._•1 • • • • • •• • •• •• •• •• •• • • •• • • •• •• • • • • ••• ••• •• • •• ••• •• ••• • • • ••• • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and. sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Depat truent of Regulatory 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 SentryGlase 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. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5:h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas 1. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statetnent letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all. engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09,. signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA NO. 1-1-00Z05,0 • . . • . .. ... .. .. .... . • • .. . ... ..• . . .. • • .• .• . •. • . . . •. . • . . . • . .. • . .. ... .. ... . .2... . . • . . •. . . • . . • • • . . • . • .... ... • • . ... • . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-092530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08--2062 B, 'HETI-08 2063A, HETI-08-2063B, HETI-08-206,1A and HETI-08-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH -7700 (Flange Frame) Aluminum Single Hung Window - L.M.I.", approved on 03/29/12 and expiring on 12/27/16. ..... .. . . . .. . . . . .. . . ••• •• • . . •. �. .. . ... . ... ... Jaime D. Gascon, P. E. •• • •• • •• • ••• •• Product Control Section Supervisor .• . •• NOA No. 14-0908.10 . ..• . . ..• . • .. • • • • Expiration Date: December 27, 2016 ApprovalDate: November 06, 2014_ ..• • .E3.. . . •• . . . •• . . • . .•. . • . • • • • . . . . . • .• .• . . . ..• . . ... .• • •.• .• • DISTALLATIOI ANCHORS CA) 4 MAX. AT FRAME HEAD 81 NONE PER FRAME SILL CO FRAME JAMS !SEE SLEET D4) 1 2 2 a 10 1/4' 1NAX. ABOVE. MEETING RAILS •A- 6' HEET113i 9 7/8' RAX. BELOW NESTING RAILS 6' 48 WINDOW FLANGE FRANC VIDIH 10-142x.3/6. — —O ENR. L 1141. FALSE COLONIAL 1MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Nates; 1.) THIS WINDOW SYSTEM I3 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO DE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CUSS TYPES TABULATED HEREIN (SEE SHEET /3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). 8) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DE310N PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAINS SEE SHEET 3. 9.) EXT & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2. FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WTfH THE 2014 FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNO WINDOWS RUTH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED 11ULL10N 14 BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OE MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13. SEE SHEET N 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14ALL METAL/STEEL IN CONTACT WITH ALUM1UM OR OTHER DISSIMILAR MATERIALSTO TIE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 47.000' WINDW DUCK WIDTH 48" x 78"EQUAL LITE ELEVATION • 1NCLUDE3 .UN -EQUAL UTE AND RADIUS HEAD (LIMITED TO LOADS ON 8112ET 4 OF 6) INSTALLATION ANCHORS (A) 4 MAX AT FRAME 1E99 (n NONE PER MANE SILL TO FRAM JAMBS (SEE SHEET MO 53.125 VINODV FLANGE FRANC WIDTH 10 3/166' •€E 1�tiMfi gpgpyi r AT 61 6' NEET1NG 1 RAILS 2 j 8 1/2' RAX. BELOW MEETING RAILS 7 1 6'MAx hVo 1 J .0. With' S 11 1 INSTALLATION. ANCHORS W3 4 MAX AT. FRAME FEAR (8) 1e41 PER (RAE SILL FRAME JANIS (SEE SHEET 6' /,. 53123 WINDOW FLANGE PRATE WIDTH �1 HA2. OC 133/4' — 9 I/8' *WAX. ABOVE M T G MAR i 52.105 WINDOW DUCK WIDTH UN -EQUAL LITE RADIUS ELEVATION (TAUNTED TO LOADSONSHEET 4 OF 5) SERIES -7700 SINGLE HUNG IMPACT EXT. 6 INT. FALSE COLONIAL 4432111NS ARE APPLIED V/ V/ SILICATE AND ARE AVAILABLE AS OPTIONAL. 51.125 WINDOW DUCK %100R UN -EQUAL LITE ELE' ATi8OO1 (LWITF33 TO LOADS ON SHEIK•NOF:) WINDOW — FLANGE FRAME • • • INSTALLATION AHdgRS (A) 4 !TAX AT FRANC HEAD 03).NONE PER MANE SILL (C) FRAME JAMBS BEE 3OV FLANGE F1WNE 1/10 4412x3/61..L A 13X 3/4'LO 14- • • • • • • • • • • •• • EXT. L 1 T. FALSE COLONIAL M111411443- -'E APPLIED V/ V/ SILT '- AND ARE AVAILABLE OPTIONAL. 32.125' VNG0V BUCK WIDTH EQUAL LITE ELEVATION (MUTED 70 LOADS ON SHEET 4 OF 6) • •• • •• • • •• • •• • 6. 1 L- CORNERS 4744 1{i! ttt A/I� 035 v1 - 010 Aiao G 114 PAun Comrot� .....4.444 �� Mo ..40.. Wi. th "' 2134 -inw (S• .10 I.133112 332 - M .8L 22120 0.21311 32224 3110v'U AOONIA W "846 11 1s, . i //:/// 1i)� i, p IID M A , A 9' 82111NG 1 a RAIL$, W 1-- 9010. BELOW MEETING RAIL, G. / 11 i, 1. -- ' ' ' Q � i, I+ 6 HAX J_ EXT. L 1 T. FALSE COLONIAL M111411443- -'E APPLIED V/ V/ SILT '- AND ARE AVAILABLE OPTIONAL. 32.125' VNG0V BUCK WIDTH EQUAL LITE ELEVATION (MUTED 70 LOADS ON SHEET 4 OF 6) • •• • •• • • •• • •• • 6. 1 L- CORNERS 4744 1{i! ttt A/I� 035 v1 - 010 Aiao G 114 PAun Comrot� 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. (SEE ELEVATION...A FOR MAX. FAS ALL WOOD BUCKS ENGINEERED SEPARATELY i TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. SUSTAIN IMPOSED LOADS *14 S.N.S. W/ 1 1/4' AIN. EMBEDMENT INTO 11000. (SEE ELEVATION AT SHEET *1 FOR MAX. FASTENER SPACING) ATED GLASS PT. WOOD BUCKS SILICONE ADHESIVE BEDDING COMPOUND AUBE14141. , . • 4 . INTERIOR •"`",1`.1\umBIOU _ _ 1/4' MIN. :BIND% BE *IV 1) 4D /Ask 111111111111•11111M111=.41-ipri_ IL 1111 •)/4; TAPCOM '1/ 11/4' MIN. EMBEDMENT 114111 CON (SEE ELEVATION Al SHEE I FOR NAX FASTENER SPA .41 1/4' Hill VEDMEN 't. 1 1/9' MIN. EDGE DISTANCE EXT. GRADE CAULK EXTERIOR TERIOR GRADE !METER CAUUMG %moo. FRAME WIDTH 1' MIL_ 1195 DISCANC 414 SM.S. W 1 1/4' 14114. EMBEDMENT PITO WOOD. (SEE ELEVATION AT SHEET *I FOR MAX FASTENER SPACING) . .• . 4.:•,-..:*./ . . . 4'.1 '.; .':'.7.47;: ..„ .. : 4 a. • ! ' •• -'4: . • 4". •4 A • CAUU< BY CIR E BY 1.11128 BUCK EXT. GRADE CAULK 1' MN. DISTANC 1/4' MAX. SHIM TYP • • • • • • • • WINDOW INSTALLATIONNI2TES• • 1 • . 1. THE WINDOW FRAME FLANGE kr-BEICK-BEDDR **EXT. GRADE CAULK TlfRIUGHDUT INC ENT '3 TER OF FLANGE BY WDIDOW INSTALLER (TYP.) •••• • 2. THE EXPOSED EXT. PERIMETER OF INC WINDOlgRpc,fti • • • BE SEALED W/ AN APPROVED EXTERIOR GRADE CATILlc BY OTHERS (TYP,) • • • • WHEN THE GAP BETWEEN THE WINDOW FRAME AND TIAELDUCK OR • MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. • • • ANCHORS NOTE* • ••• ANCHORS TO BE 812 SMS OR WM SCREWS Ingo voqp, OR 1/4' TAPCONS or APPROVED CONC, FASTENEgS INVO" WITH A MINIMUM OF 1 1/4' PENETRATION INTO•WOD CONC. <REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) • c4 • • •••. • • • • • Il • • • 84E • 14 1 I e • • 1 91 *MUM* REVISED .3 complying %Rh the Hod*, Nalldlos Coda A Accquanetto .116464',' tle Ylant 051 MIA 'SILICONE OPTIONS./ DOW COINING 979 SCINEE-18801041, 5731 7NE8CD SPECTRUM 2 RH11 1 ALMS DIICR@T10D 1/8' GLASS•. ISSN M STAG Wm1A11 OOCRIPTION 2 ANNEALED 0.290' PLASTIC INTERLAYER i6Y" T •.�.:. "'fib. •.� SAFLEX/SEFPSME 3 1/0' ANNEALED GLASS '- �) lair •y' 'SOLUTIA• •.✓ LAIiINATED GLASS COMPOSITION - TYPE 3 ISSN /SLABS 1 WO encomium At DOME unman DIBCOPTION 1 I/O' ANNEALED GLASS 0.89•' PLASTIC NOERLAYCR 87710 # 3 SENTRYGLAS PLUS BP "DUPONT" 2 8.894• ensue INTERLAYER •laoepz+lyats Y- I/O' A/WEALD; GLASS 3 . 1/8' ANNEALED GLASS _ 0 ' awe, LAMINATED GLASS COMPOSITION - TYPE 4 MIN GRANDE MAIL WO encomium 1 GLASIONS I/O' AN GLASS ANNEALED _ 179- 1280 70 691 DUTACITE FYI Dy, 'DUPONT' - E 0.89•' PLASTIC NOERLAYCR 87710 # 3 I/O' ANNEALED GLASS u•. J LAMINATED GLASS COMPOSITION - TYPE 6 nem cuss •8802167108 - S[AI4 LAMINATE DBBLStIpT[ON 1 IN' HEAT-STJEHONTENED GLASS _ 179- DUTAUry I[ D 'DUPONT' e ton PLASTIC DTTERLAYEG Ate' T 3 1/8' HEAT-71101IFAITOIE5 GLASS UW A648' GLAZING DEPTH 'SILICONE OPTIONS• DOW COPE 899 SCNEE-MOEOtEIEAD 5731 TRENCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE 6 !7U CLAIR DISq@I1O2 �.. DIIAE. WOWS DHSCORTLD6 1 . I/O' HEAT-STRENG4TENE8 GLASS DUTACITE IND Dy' 'DUPONT' 2 SOW PLASTIC INTIMATER�/4. , li'NEL• .. : _ 3 i/•' IEAT-S7RENGHTEIEI GLASS '.JINN- ' 4 1/4' INSULATED AIR SPREE •laoepz+lyats 5 I/O' A/WEALD; GLASS 0 . , aaNa- INSULATED UNSEATED GLASS COMPOSITION TYPE 7 maw Ries DEBWPIIOI , DETAIL ...?REL.. _.._ TIIOIATD D81CRI8SION 1 I/O' AINEALES GLASS 3AELEX NY' 1p 'SOLUTIA' 2 60916 PLASTIC 1NTERAYE8 • __ *N) LW .__'TT 3 1/8' ANNEALED AASH i8 4 4 114' INSULATES AIR SPACE 4) A. .N a, up. 5 I/O' NNCALLD GLASS GLAZING DETAI .. AIu OPTIONS 814 SNS. V/ 1 1/4 Nttt EMBEDMENT INTO VIM. <SEE ELEVATION AT SHEET 61 FOR SAX. FASTENER SPACING) INTERIOR FINISH NOT DT LAVSON 8861218IES ""'ACE INTERIOR VEATHE0PROOF MOISTURE SAARI DT OTHERS (TY P45: '« ' «c «. EXTERIOR - �, ,. ''re,.0 EXT. GRADE PERIMETER : ONO � B3 C Z IAMB UTAS APPLIED DY OTHERS STUCCO OVER FETAL LATH NAILED TO EXTERIOR TIRADE PLYVOOD SHEATHING TO DE SPECIFIED BY ARCHITECT OR O.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRFS, INC WOOD FRAME INSTALLATION DETAIL ALUMNUS MULLION _ SEE MULLION APPROVALS FOR MULLION TYPE. S12E AND MA,I.. DESIGN PRESSURE MATADORS. (ALUU. 0.078' URN. moo 6070 7tic LOWER PRESSURES OF SINGLE HUNG WINOOY/ OR MULL SHALL GOVERN INTERIOR' N 22 X'3/4' S.D.S. RAT HEAD, PHILLIPS (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. • • • ••D • SEE MULLION APPROVALS FOR \L. MULLION 7760. SIZE AND MAX. DESIGN PRESSURE MATADORS. • • • •• • •• • • • • •••• • • • • • •••• • • • •• •• INTERIOR NOTE: THE LOWER. PRESSURES OF SMGIE 1/4' MAX. HUNG WINDOW OR NULL SHALL COYERN SHIM • • L2!'11:41.t..0.• • • 35Z . SEE 008. 80SPNG • • • V METAL STRIEZT JRE ATTACHMENT DETAIL • 9 • • •• •• • • •a •• NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO 8E PAINTED OR RATED. 2. METAL STRUCTURES A) STEEL : Ey - 36 MSI MRL (STEEL 18 GA. LAIN. THICK - 0.048 8) ALUMNA : 6063 -TS INN. (ALUM. 0.078' NW. THICK) V 3 9 14 1 11ISt* LV a ti�'a.•u. 4 1 r DESIGN LOAD CAPACITY SPSF) - VIEW WINDOWS W/ 3H VENTS W INDOW WIDTH HEIGHT 1 Jam b Anchors +J- Pressures (psf) G1ass Type 4 Glass Type 5 Glass Type 8 19.125 28.5 37 42. 48 53.125 50.625 60,625 50.625 50.625 50.625 50.625 8 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 19.125 26.5 37 42 48 53.125 59 59 59 69 59 59 8 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 19.125 26.5 37 42 48 53.125 63 63 63 63 83 63 6 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 19.125 26.5 37 42 74.25 74.25 74.25 74.26 8 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 19.125 26.5 37 42 78 78 78 78 8 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW WIDTH HEIGHT Jamb Anchors + / - Pressures (pst) Glass Type 4 Glass Typo 5 Glass Type 6 19.125 26.5 37 42 48 53.125 59 59 59 59 59 59 6 60.0 80.0 80,0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 19.125 26.5 37 63 63 65 42 48 53.125 63 65 63 6 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60,0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 19.125 26.5 37 42 53.125 74.25 74.25 74.25 74.25 74.25 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 19.125 26.5 37 42 78 78 78 78 8 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 69.0 79.0 79.0 APPROVED CONFIGURATION UN -EQUAL LITE/ DESIGN LOAD CAPACITY (PSF) • EQUAL LITE WINDOWS WINDOW # Jamb Anchors +/- Pressures (psl) Glass Type 2 Glass Type 3 Ohms Typo 4 Glass Type 5 Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 ' 26 4 80.0 80.0 80.0 80.0 80.0 80.0 26.5 26 80.0 80.0^ 60.0 80.0 80.0 80.0 37 26 80.0 80.0 80.0 80.0 ' 80.0 80.0 42 28 80.0 80.0 60.0 80.0 80.0 80.0 48 28 80.0 80.0 60.0 80.0 80.0 80.0 53.125 28 80.0 80.0 80.0 60.0 80.0 80.0 410.124,A38.375* 26.5 38.375 4 60.00 80.0 80.0 80.0 80.0 80.0 80,0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 42 38.375 80.0 80,0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 "'" 80.0 80.0 53.125 38.375 80.0 80.0 80.0 80.0 80.0 80.0 19.125 50,825 6 80,0 80.0 60.0 80.0 80.0 80.0. 28.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 • 42 50.625 80.0 80.0 60.0 80.0 80.6 • 80.0 48 50.625 80.0 80.0 80.0 80.0 80.d • •80.0 .480.0 • 53.125 50.625 80.0 80.0 60.0 " 80.0 80.0 • • 19.125 59 6 80.0 80.0 60.0 80.0 SO..'" 0••80.0 4 26.5 59 80.0 80.0 60.0 80.0 80.6 • • F • • 80.0 37 59 •80.0 80.0 80.0 80.0 80.0 80.0 . 42 59 80.0 80.0 80.0 80.0 80.9 • • e • ,a 80.0 a 48 59 80.0 80.0 - - _ •••• 80.0 1 53.125 59 80.0 80.0 - - -••••••80.0 19.125 63 6 80.0 80.0 60.0 80.0 80.0 • • 80.0 • 26.5 63 80.0 80.0 60.0 80.0 80.t • • • 80.0 37 63 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.1 80.0 • i 80.0 • 42 83 80.0 80.0 48 63 80.0 80.0 - - - 80.0 • 53.125 63 80.0 80.0 - -* '• 80.0 • 19.125 74.25 8 80.0 80.0 60.0 80.0 80.0 80.0 • • 80.0 • 80.0 80.0 26.5 ,74.25 80.0 80.0 60.0 ( 37 74.25' 80.0 , 80,0 I - - - 80.0 42 74.25 '80.0 80.0 -- - 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - 80.0 18.125 78 8 80.0 80.0 60.0 , 80.0 ' 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 60.0 37 78 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - . 79.0 48 78 71.0 71.0 -- - 71.0 '20DUCTRI1VI86D es oongdying Weis dm Plaids ladles Code xcocpsaceNo scplrr0.onn Aue,,,i Dade rnedee, coeu=el cr 0 ••• •,, •4-• • it • • x o 0 • ••e a • 0�• 4 0 • •• •4 1 •� r 1 a 1 i0 ;0.114lrrfrrtrrr 4444 ,;fie t s FRAME MEAD 1-7701 .500 .062 2.631 ( 6063-76 AWWNUU 1 J FIXED MEETING RAIL 1-7704 FRAME SILL L -?702 O( 6663-76 AcauAIus ) 1.441 FRAME JAMB 1-7703 ( 6085-76 AiMWI 2.431 2443 300 VENT INTERLOCK RAIL 1-7705( 0465 -11 xWWnuy ) 0 .06E VENT JAMB RAIL 1-7707 ( 6666-11 Awuau6 ) 1.165 VENT SPRING LATCH L-7839 GLAZING BEAD 1-7708 L-4 04 BEAD ( 0062-10 86//8860 ) ( 0063-76 AWYNIUII .762 —.773— ( 0068-76 AWMDW16.) FRAME TOP CORNER fR41E sLLL 0 FRAME 80110M CORNER VENT TOP COMM .0182 JA1e1 RAN VEST BOTTOM CORNER OEM 10P • ,11 • 6(6 .. I)11 BILL OF MATERIALS ITEM / PART # RED. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 '1-7802 1 FIN FRAME SILL 6063-76 ALUMINUM 3 1-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 1-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 1-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM <LATCH) RAIL 6063-T6 ALUMINUM 7 1-7707 2 VENT JAMB (S1DE> RAIL 6063-T6 ALUMINUM 8 1-7708 AS REQ'D, GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 88 X 3/4' P.H. PHILLIPS 10 FS -040 AS REQD. INSTALLATION SCREWS 814 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WISP 1/4' DIA. BULB 83033 12 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REQ'). FIN SEAL WEATHERSTRIP .187'x.350' .14 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' • 15 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X•t 1/2'• 16 1-7711 AS REQ'A GLAZING BEAD/ INSULATED 6063-itAreMI1rM • 17 1-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM • • 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT)• 19 L-7725 2 RIGID VINYL SASH STOP (2 X Fr2W • • 20 L-7727 2 BLOCK 8 TACKLE BALANCE BSI B8j$s ? sjrritens 41,1 6063-T9041_1814<NUM • 21 L-7539. 2 VENT LIFT LATCH 22 L-7523 IX LATCH VENT LATCH SPRING STAINY6ED.STBG- 23 . AS REQ'D. GLAZING SILICONE SEE G` l•SHT. 3 • 24 x 2 Laminated Glass SEE Ciarg•DiTAILS MOL1DE? NYION • MOLDED NYLON" 4 25 HC457-1 2 2 VENT LIFT LATCH VENT SWEEP LATCH 26 HC -058-1 27 1I 2 FRAME SILL FOAM GASKET SELF :+DHElleF. 6 28 HC -026-1 1 SCREEN FRAME L MESH • • • • 29 L-7730 1 PRODUCT LABEL 30 x r 8 is 31 SM -5504 AS REQ'D, JOINT SEALANT SM -5504 32 • . AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL rRODUCTREVISOD es complylessw(IN lie Medd.) Du8dln6 C6dc Acap(m8e0 N ijirpke(lonAme Alam •. Q6 Profts cease DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.eov/economy Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves . the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series -4200--6200 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's` name or logo, city, state,. 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 .s'tiall' 1 prOvi gi to ;tip• eser by the manufacturer or its distributors and shall be available for inspection a tthe jabgiCe it iiie request of the Building Official. This NOA revises NOA No. 12-0307.06 and ctmsists of thrs page ; and•.vidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jarone U. Gascatt., P.'T:. ... MIAMI•DADE COUNTY APPROVED l�,GAsa+/t �„J t2 4t,� .. . • . • . • • . . . . .• . •• . . • . • .•• .• • .. . . .. •.. . . •.. . . • . • .. • • . • ... • . . . • . . • ..• .• . • . ••• • • • . NOA No. 14-0908.18 Expiration Date: August 22, 2017 • • Approval Date: December 11, 2014 •• .• Page 1 • . •. •• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200=-6200--1201, titled "Series -4200--6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, 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 an arch- and a rectangular fm -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s :HETI-12-4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 12-0307.06) 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 rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing,' Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-092612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with remarked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09; HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 4. 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 'rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, .HETI-03-1779, dated 01/30/03 and.HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOO Ve ° $3;06j.2.7.111 :. • • • • • • ••••••• • • • .• ..• •. • • • •• ••• •.. ••• •�• ••. •• Jaime D.Gascon,p.E.• - • • • i • • • • • • • •proQuct Control Section Supervisor : : Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Testreports 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 rectangular—, a circular arch— and an elliptical arch fm—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 6. 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 along with marked—up drawings and installation diagram of a circular- arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) 7. 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 rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01--1103, dated 02/12/02. and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E (Submittedunder previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). .. ... . • . .. •. .. •. . • . . . .. ... .. . . . .. • ••.•. •• •... ... ... Jaime D. Gascon, P. D.- • .'Product Control Section Supervisor •• • •' •• � ••' ' • • • • NOA No. 14-0908.18 • Expiration Date: August 22, 2017 Approval Date: December 11, 2014 •.. • • • ..... • 2 . • . . . . . 1L— • . . ... . . . • . • • • . . . . • • .. .. . . . .. .. ... • • . ... • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129/7 issued to E.I. DuPont DeNemours & Co., Inca for their "DuPont Butacite® 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. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex, CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5« Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-261.2, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI.09-2613, dated 09/04/09, HETI- 09 2611, dated 09/04/09, HETI-09 2585,. dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated . 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &- Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame",Alumium Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/221 7. • ` • • • • • • • • • .. ••• •• • • • •.•. • .•. •• . . • •• . . • • • • • • .• • •• . . . . •••• .• • .. .•• •• . • • Jaime D. Gascon; P. E. •!'rojluct Control Section Supervisor • • ••• • NOA No. 14-0908,18 •• Eipiration Date: August 22 2017 Approval Date: December 11, 2014 ...EL3 . . . ••• • • •• • .• . . • . • ••• • . • • . • • • . • . • • • •• •• • • .' •. •• . ••• • •• •• •• • • 7 000' NL. R I I S YJ MEDLEY. FLORIDA 33166 ( -?Z tSS'rrtIE5, Ihta.) PH No. (305) 696-8660. MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SERIES -4200-6200 FLANGE FRAME IMPACT FIXED WINDOW APPROVED ELEVATIONS, CONFIGURATIONS AND NOTES a.01. 1 ¢y R il ' III�GGGS SERIES -4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME NDDw WIITH A.L. OPG. APPROVED ELEVATIONS (L.M.IMPACT) O ,WINDOW 6' NAI. TYP. • 11 �! AT CORNERS WINDOW If 16iT L WIDER/ HEIGHT rAle--- vt HEIGHT ' 1. • '- ----1 I / {///q$l$//11 I vg le'x. VP.' - I 'LLL...--- YroTH LEG M o = / / / /• i I 'I vatted WIDTH MINIM WIDTH - 1 `` I� I; QUARTER -ROUND ELP ATION. NAI t-Rfa1 .JI EVASION - ARY`HED PICRIRF wumw 4 i Q _ d _,_ E-_ __ PRODUCT REMIND • t HaMpIRgwRNt6• DOOM L_LJ(... "..- / Cecil VNDY HEIGH ' NWW HEfQiI' EIS. 6 INT. FALSE COLONIAL TYPICAL ELEVATION EXT. A I ARE APPLIED ON TESTED UNIT AV ILABL NE MD ARE + , AVAILABLE AS OPTIOt1AL. vIHDw 4 MAXIMUM BASS AREA TESTED APPLIES TO IDrH t� vlNDev vtwTH GLASS TYPES: E, F. .1. 1< AND L - SEE V '"' � IrvAiloN vn+ v vnnu �� DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS AB L.M.IMPACT • IIIQiA U TYPICAL ELEVATION muAPE PxTDir WNOOW FLEVAnOtl FOR SIZE LIMITATIONS OF EACH GLASS TYPE. .. mufti-DADE COUNTY APPROVED • ••• SHUTTERS NOT REQUIRED • •• • •• General Notes: :Mire' • • • • l • • • • •% • ` T •• vt i€cir •• I1.. • • • vIHDOV HEICNT LE HT' 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WTTH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY OP/HZ) AND ASTM 1300-04. THIS PRODUCT 1S IMPACT RESISTANT. • VMDOVID L Y• ro t•LxxiNo 1Y14I•rtr7AIIOy ••••• ••••• VINDOV WIDTH -(SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING '.1i g i N I ! * o i i D •••• • • • • • • • • NEWINI IAL TVPI EI tV coHARF PICTURE .L.v vie_.:__ rH %WIDOW ELEVATION RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING' OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON AIL SIZES •• ••.• •• •• •• • •• •• •• •• WINDOW ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.):. • • • 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 9 $ yg , 8 11 M g Di i s • .11 • • • • • ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND • • • TO BE REVIEWED BY BUILDING OFFICIAL wtltDDY HE IGHT : i • i • HE jLT LEG HT, 1 wHov HEIrikl I 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET g3 FOR GLASS TYPES AND SHEET /4 FOR MAX. DESIGN PRESSURES). •6.) WINDOWS WITH GLASS TYPES "H, C, F. OR 0" INSTALLED ABOVE 30ft, 111 THE HVIIZ, THEk LdWf ODrd 1 ` VNDDV VIDTH 1.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 1 Ir .fStl Ei'E BROW. EI FVA CAO vtNDDv venni RESISTANCE REQUIREMENTS (FOC -2014. Section 2411.3.3.7). VAl IIDCA ENATION 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. %D%DN%%%%%%%%% %%%% ' .blaarrr ,.''�� %%% 49 1. d a o N t„+ �', - * �+7 lA. •,,, P. .4r- .. 4' ,.•:0 >>' ' et,. it•A rr 1ttt1DT► P . QUARTER -ROUND ELEVATION 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED On OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET ¢2 POR DETAIL & NOTES) MINN* ,I' ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN SE VERWiED WOOD BUCKS TO 8E ANCHORED IN COMPLIANCE WITH THE. 2014 FBC CHAPTER 24, 10.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. HEIGHT d MINIM IqI - BY INSCRIBDIG PICTURE WHOM SHAPE Yd1H•1 A DOTTED N REND OBE, AS SHOW IN DOTTED urns AND OBTAINING 11.) MULLING FDIED WINDOWS WITH OTHER TYPES of MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE n LITITYJ YINDD/ VIDTH MLOWARLE LOADS FROM THC SHAPES PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HERON DESIGNMDP FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE 12.) SEE 5 FOR ATTACHMENT DETAILS OPTIONS. OCTAGON TYDICAL ENATION •rwpnc.0 • TYPICAL n ryA 2 FOR SIZE NO SPACING. SHEET / MULLION/METAL & 13.) AL1, METAL/STEEL IM CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE _- PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG.. CODE. • • • 414 $,i4$. W/ 1. 1/4' MIN. EMBEDMENT INTO .WOOD. (SEE ELEVATIOR AT SHEET 41 FOR MAX FASTENER SPACING) INTERIOR F1NIS11 IIT AIT IAVSOI I117US,RIES. 'tea ;'ra INTERIOR VEATHERPROOF MOISTURE 8A 31 OTMIRS RYP • • • • •• • • • • • •1•••• r • • 1•••• 1 1/4' MOL -rumor rEXT. CRANE 1ACK BEDDING TO. BE APPLIED 1E11O1► VANIDd FRAME FLANGE BY INSTALLER (T•• c.• 444 4! +« •19 ''•'• tr..'' R' - 'i4 CNC''' ''� /�.�a EXTERIOR EXT, (RADE PERIMETER MUCK NOT BY YAVNDI R(DUSTRIES'. TO ►E APPLIED IT INNERS JUDI <ma STUCCO OVER ISM. LATH HAILED TO EXTERKffi GRADE PLYVOOD SHEATUSRc TO SPE Ot�3 A THERS> Q GC:. TEN DT O OITE) • YL V.f♦N TRIES. INC. • •• • • • IMP•g AME INSTALLATION DETAIL • • • • • •• • • • • •• • • • • • •• •• • • •• •••• • •• • • • • • •• • • •- •• • • • • • • WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK-BEODED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW DISTAU.ER <TYP) 2. TIE EXPOSED EXT. PERIMETER DF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS <TYP.) • WHEN THE 6AP BETWEEN THE WINDOW FRAME ANDTHEHUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE R12 SHS OR VD. SCREWS INTO WOOD, OR 1/4' TAPCUI4S or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12• D.C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL C7YP.) 114 SMS. V/ 1 1/4' MSN ENDEDNUVT INTO V(YIB. (SEE ELEVATION AT SHEET IN TOR MAX, FASTENER SPACING/ PT. worn) BUCKS SILICONE ADHSS BEDDING CONN] INTERIOR LAMINATE D GLASS 1/1' TAPCON W/ 1 1/4' MIN.. EM8EDIENT INTO ONG �• <SEE ELEVATION: AT SHEET !1 FOR MAX, FASTENER SPACLYG) 1/4' MIN. BEP .11 EXT. GRADE CAULK EXTERIO' U E ' EMT GRADE P - - TER CAULKING 1/4' MM BE 1 l/B' MIN, 4 EDGE DISTANCE 1314 SAS. V/I 1/4' EMBEDMENT DHTD VDOD. (SEE ELEVATITR4 AT SHEET R FOR MAX. FAST£IER SPACING) 1/4' MAX. SHIM' TYP /4• TAPCDN V/ 1 1/4' MIN. EMBEDMENT INTO- CONC. <SEE ELEVATION AT SHEET 61 FOR MAX. FASTENER SPACING) 1 1/8' NI D P.T WOOD DUCK MOT BY LAVSON IND. MUST SUSTAINIMPOSEDLOADS XTERTOR GRADE DIETER CAULKING ICOhE ADHESIVE BEDDING CONL'IUND EXTERIOR 111►�� EXTERIOR GRADE® ° rk .. PERIMETER CAULKING ,_ ►' iii �■ a=—� INTERIOR LA411411E8 GLASS ♦°„tom intro fa ......... dAyi�3� } �++ 4 4 :plowerVlSED 1 1/4' MMus couviTy44S ihePlorWa EMBECNENT¢Ad.u!ISak w •AYsemomo ND mMa. MS; 08. Awn{ Frahm Con LA. ! T 0l d MEDLEY, FLORIDA 33168 PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SERIES -4200-6200 FLANGE FRAME IMPACT FIXED WINDOW LAMINATED GLASS TYPES AND GLAZING DETAILS „ n ^p c c As to Si LAMINATED INSULATED GLASS COMPOSITION TYPE H 5 16" LAMINATED GLASS COMPOSITION — TYPE A SILICONE ITEM D(C9CRIPT!0N DETAIL ITEM CIA83 DESCRIPTION Al DETAIL SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 1 1/9' ANN. GLASS 1 1/9' ANNEALED GLASS rias -• ,}" TREMCO SPECTRUM 2 `_ r -MSEEEEEEP1 2 0290' BUTACITE PVD-DUPONT "-�� 2 0.090' SAFLEX PVB-50.UTIA ■ ® v4 4 3 l/8' ANNEALED GLASS .rs..- erIE -T11` O va Oho• J N��- 4 3 1/8• ANNEALED GLASS ,a0 a $$0i==...oT 4 1/4' INSUATE'S AIR SPACE 11 z^' wiz -_ - _._ _� ._ . , - I 5 h> 1/8' APPEALED OR TEMPERED GLASS _1/16" LAMINATED- GLASS COMPOSITION - TYPE D 0 LAMINATED mu CLADS DESCRIPTION Rt DETAIL MONOLITHIC LAMINATED INSULATED GLASS COMPOSITION TYPE C 1 1/8' HEAT-STRENGHTENED GLASS MEM DESCRIPTION DETAIL .3.:31/1111 GLAZING STOP 2 0.090' DUTACITE PVB-DUPONT • O CIRCULAR WOWS. T I/O' ANNEALED GLASS an ni _ 3 1/8' HEAT-STRENGITENED GLASS O r) 6240' -- -.... 0 0.090' SAFLEX PVD-SOLUTIA • m ,I/4•I 4m, 3 1/8' ANNEALED GLASS i ISMEIPI=I -._.-:_ 13/92• LAMINATED GLASS COMPOSITION TYPE 8 LAMINATED [AMINATED 0 4 1/4' INSULATED AIR SPACE »• Late i"' ME' - _ TEEM GLASS DESCRIPTION A) MONOLITHIC ["-fIII MONOLITHIC ( �§52 5 C•) 3/16' ANNEALED OR TEMPERED GLASS 1 }� 3/06' HEAT-STRENGHTEICD 1.ASS .•,. j� - Flifilifilliff _—_;t AMINATED INSULATED GLASSCOMPOSITION '2 TYPE F 0.090' SAFLEX PVB-SOLUTIA 3/16 T1" =:= i • I 1TEM DESCRIPTION DERAIL 3 l/8• HEAT-STRENGHTEHED GLASS 01 . • ... .. . .. 0 0,404• - 1 1/8' HEAT-STRENGHTENED GLASS - - 2 0.090' BUTACITE PVD-DUPONT 1- 4�,V4" 111 7/16" LAMINATED GLASS COMPOSITION — TYPE 10 GLAZING 05800 CLASS DESCRIPTION AI DETAIL DEPTH GLAZING DEPTH 3 I/O' HEAT-STRENGHTENED GLASS �+' 2529529.6) -•--- 4 1/4' INSULATED AIR SPACE z a ..awr -- _ �T �Ao---= I 3/16' ANNEALED GLASS � r ' _� v?�._OM& 5 (0) 1/8' ANNE0 E__D OR TEMPERED GLASS I ' - 2 0.090' SAFLEX PVB-SOLUTIA A 0nV Nag LAMINATED 3 3/16' ANNEALED GLASS {-7.7-2".;f1.1MONOLITHIC TO v) DPTIONS'i 'OW LAMINATED [tMi�lD GLAS CO�fj'OSITION i rcl TYPE G • CI]iIE DOW CORNING 899 •ooTe• ITEM • DOSCYIP[ION• • • • • DERAIL • 7 • 16' LAMINATED GLASS COMPOSITION - TYPE I SCHNEE-MOREHEAD 5731 • • `•s(8' HEAT-S11IeoSI oED GLASS • 3/16 ._ riRM CLASS DESCRIPTION k DETAIL .. °' ( ' TRENCO SPECTRUM 2 • 2 • • • 8090' IEITACITE PVB-DUPONT •�/ it_T �.■ © uJ 1 3/16' ANNEALED GLASS 1:..7.]:".:3,-. = �. 0,600' • 3 1/8' HEAT-STRCNGHTENED GLASS • • --•— t �• tz = 2 0.090' HUTAC1TE PVH-DUPONT /1 4 I GLAZING DEPTH • •a• • • V4' INSULATED 11M SPACE •- �5) = a+a• ii • •S:V • • 2/16' ANNL. 1R ftMPERED 8LASS• 7 1 3 3/16' ANNEALED GLASS _ "T [) `) -L Imo... W.• A ReAsed dote for the 2014 FOC ro ! . +� .4. 1 • (40INATED INSULATED GLA OSITION TYPE L 7 16" LAMINATED GLASS COMPOSITION — TYPE J LAMINATED/MONOLITHIC GLASS ITEM GLASS DESCRIPTION DETAIL TYPICAL GLAZING DETAIL 1800 • D • •••• • DETAIL I 911' 4/16' HEAT-STL2ENGHTENED GLASS 010090' 3/l6• 1 3/16' HEAT-STRENGHTENED GLASS + 3/16' - __ _� 2. DUTACITE PVB-DUPONT • • • • * ■ O'. aw 1 ` 6460' 0.090' SW-DUPONT �11',',, �0- 1 f fiR 1 • **5. 3 • i/16• HEA_ Z NED CAA/ • Paw2 • _ M _ ''` - 3 3/16' FEAT-STRENGIRTENED GLASS �-y J .'=-L }�t (�J ' 4 I/4' INSULATED PAR•SPACE • �,.aa a } •5 /16' TEMPERED GLVS • • 1 : 1 ....y16" LAMINATED GLASS COMPOSITION - TYPE K • Notes; 1' SEL SLIEST 4 FOR ITEM G1628 628CERPTION DETAIL )1(2.) WINDOWS ABOVE BE TEMPERED RESISTANCE 0 DESIGN [AADS LOAD CAPACITY TABLES. WITH GLASS TYPES 'B, C, F. OR G' INSTALLED ,p460, 30 FT. TN THE 111/H1, THE I.C. EXTERIOR LITE SHALL TO COMPLY !LITH THE SMALL Y18311,8 IMPACT REQUIREMENTS (FEC -2010, Section 2411.3.3.7), ® 0 ® t 3/16 ' HEAT-STRENGHTENED GLASS 326' —.1:-.;7:-..i.''--''�� 2 0090' BUTACITE PVB-DUPONT � 3 3/16' HEAT-STRENGHTENED GLASS _ .. 10/ �,%pf ,to 41 5 .............:1/7 N '` =' ':. � Bey - %011h III,) - aa3°,. �jfs u. Y, o p1 -- +• «T ri cr O lI /„G.) . ..,..�-`�i Lint T1LOO(JC05wk1SDD B4O4in Yl•E with Oa Florida %j, //��Q -'+.t � J.- •Acoc zcoNO 0017 ]+_ - 7 Mwa1 z.. , pf0duct co,CmOr d ,g L r^gigaMERECSME �; 'SILICONE OPTIONS'.€,...,,,-;,......_ 5-• DEIN CORNING 899ZONMIS SCHNEE-HOREHEAD 5731 TREMCO SPECTRUH 2 �� =:•.: :. ' — LAMINATED: INSULATED LAMINATED/INSULATED 0600'- GLAZING DEPTH INSULATED GLAZING GLASS TYPICAL GLAZING _py00.- DEPTH DETAIL, 42008200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY • PSF WINDOW DIMS. GLASS TYPES WIDTH L8N0TN A BCD E F 0 H 1 JK L ./. OP +1 -DP +!-• +-DP l'• OP +/- DP +A DP +•DP +/- DP +/-DP +-DP +1 -DP SEB®BEE NV= 38" 88 66 66 e8 i� 88 68 68 6 8 88 68 68 66 88 68 68 68 88 68 68 88 68 68 88 68 WAN68 -. 68 68 111 68. c: 48' 68 66 68 88 88 88 88 - 68 &ri. 68 -, x x 88 6B x 65 b�il."a 88 68 -6 66 8B 65 68 :8 - 88 68 68. 68 Lin 88 88 60" x x. 68 86 84.7 583 78 65- x % 68 54'. xEV x Marin 1011111 x24" 88 011111 a %8 �x e8 78 85 t:1 ma. 72" X x x' 65 10 X X �'I♦ 78 65 t'!7 68 e8 68 88 88 86 88 88 e8 e8 88 e8 e8 0 55 50 88 66 68 84.7 58.8 688 88 e8 e0 03 88 68 88 ea e6 563 51 51 78 78 78 78 78 78 78 78 78 78 78 18 78 • • • •8 • • •P x• 78 78 78 735 78 78 78 78.8 78 78 74.7 78 78 65 85 85 65 85 85 85 85 65 85 85 86 65 65 65 65 85 5 65 65 65 65 65 65 65 65 65 85 65 65 85 42004200 FIXED IMPACT WINDOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A B 0 0 E F 0 H 1 J 51. i +1- OP 41- DP +1 -DP +1- DP +/-DP +/-DP +/- DP +7- DP +/-0P MINIM MEAN 53-118' 18.1/8' 68 68 e8 68 68 68 68 68 68 68 x 88 68 68 68 68 68 68 68 86 88 88 68 68 68 68 68 68 08 68 88 x x 68 68 x x x 88 68 x e6 68 66 68 e8 68 88 68 68 68 88 88 68 68 68 68 68 68 x 88 88 68 x 68 88 68 68 68 68 68 68 68 88 68 88 88 68 68 68 68 68 68 68 68 88 88 68 88 88 88 88 66 68 6 68 88 88. 66.2 69.8 63.8 66 68 88.2 68 68 88 68 88 89 68 88.2 63.8 83.8 618 68 66.2 51 x 66 88 66.2 X 8 78 78 76 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 76 78 78 78 66 65 68 85 85 85 05 65 65 65 65 65 55 05 86 65 65 85 Cr V J Notes (0): 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS• & SILICONE OPTIONS. NNE 2.) WINDOWS WITH GLASS TYPES "B. C, F, OR G" INSTALLED. ABOVE 30 FT. IN THE 101112, THE 1.G. BXTERSOR LITESHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 1 WIDTH ARO LENGTH DIMENSIONS CAN BE MIMEO VERTICALLY OR. HORIZONTALLY AS SHOWN ABOVE. PRODUCT REVISED m oxsplyieswith ON Flown ED6ApCade . , 08• . i8 MagmaDote No.a.Trrr 917' ..4"e,qui tuP``... • •• • •1 4 •• • •• • • • • •• • •• BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL- `REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T8 • • • • .85004 2 1-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6083-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 /$ X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 WS -004 AS REQ D. GLAZING GASKET SOFT PVC - 10.. AS REOD, GLAZING SILICONE + - 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-2514-357 _ AS REQO. "TruSeol" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE • • WINDOW FRAME EXTRUSION DETAIL. •..: 646 •• ••850 • r310 I I ' 1—I 391 I I�--129i 11 1 t,•0• • •S 1 2.613 • • • . .. t1 T 'lif LTU-47j/r.-"j �' 1 • • -2 • • •• 'YP • .773 • • • , GLAZING • (5/16" L STOP GLASS) • • 4 • •�P09—+. • • •FRAME AEA. D/SILL$YJAMB •• • • • • • • .85004 • folk+.•• .310 •••• • • • I •••• •• 040 .630 x,250 • 272 ASO TYP, .773 I. - • �C,AZING STOP (7/16" GLASS) • �0 •folk TYP. •• • • 3 • GLAZING (3/8" II : 00:4100 � L.7-7 .?•3 111•••-- folk►folk• STOP • ili"G LASS) • • 0 } 430 .9y2 .050 YP. D30 .850 .I3 —I' 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS TVP 5 *84 INSULATED GLAZING W/ 5/16" LAMINATED STOP GLASS 050 1YP. 8 .466 GLAZING STOP _), on —i (CIRCULAR WOW.) SEE IIUUJON APPROVALS FOR MULLION TYPE, SIZE AND MAX. OES1ON PRESSURE 124241IONS. 4LL04112.04 MULLION (ALUM. 0.078' IAN. THICK) NOTE: THE LOVER PRESSURES OF THE WINOOW OR MULL SHALL GOVERN roam YA FRAME RADIUS JOINT FRAME CORNER & JOINT SEALANT; FRAME CORNERS, OR JOINTS SEALED WRti"A COLORED SEALANT ANO PERIMETER OF GLAZING BEAD WITH CLEAR. SILICONE 6161E..,NNff. PELT. OR =ME WINDOWS 1121G*LGMEir.E0MBIKDON 0 FRAME END CORNER DETAILS 0 12 X 3/4'S.D.S. FLAT HEAD, PHILLIPS. AT 12' O.C. MAX. PRODUCT REVISED as cumplylugwR4 the Florid, Building Cad, •,a AcoepIw,a No +/ Explmtign ate );i .A 2 0_, - A Y4iami „doPro. Cowrol SEE SAWN APPROVALS FOR MULLION TYPE, SIZE ANO MAX. DESIGN PRESSURE LIMITATIONS INTERIOR NOTE: THE LOWER PRESSURES OF 114' MAK 714E 66N008 OR MULL SHALL GOVERN SHIM • 12 S.OS. X 1 1/4' L AT 12' 0.C. MAX. EXTERIOR EXTERIOR GRADE @ PER1ETER CAULKING FRAME MULLING DETAIL, PERPOETER SEATANT WINDOW FRAME EXTERIOR NOTE: 1. AU. STEEL 114 CONTACT WITH ALUM. TO 8E PAINTED OR PLATED. 2. 61ETAl STRUCTURES: A) STEEL : Fy - 36 89 MON. (STEEL 10 0A. MIN. THICK - 0.048') 6) ALUMINUM : 6083-1S MIN. (ALUM. 0675" MIN. THEN) METAL STRUCTURE ATTACHMENT DETAIL, c$9 4 4T. O 63 :8 I RT m 1 1 1 1 1 •0 . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90..Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "118--8700 (Flange -Frame)" Aluminum .Horizontal Slidin Window - L.M.T. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, 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 nutnber and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 bas 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 1e tire.l'LOA gall 1 e gypvided to the user by the manufacturer or its distributors and shall be available•for ins peption?igthe)bsite at the request of the Building Official. This NOA revises NOA No..12-41127in xqc copsis3s of t! is page 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation wAs rfyjewed by JaJme D Gas con, P. E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 3152590 F (786) 315-2599 www.miamidpde.aov/e conory • • • . • • . . • ▪ . • • •. • •• . .• • • . • • • ••• •• • .• . • •. ••• •.• • i ti • • ▪ • • • •• • •.• • • •• • • • • • • ••.• •• • • • • • •.• • • • •• ... • • • •• • •• • expiration Date: April 11, 201 ApprovaLDale: No`vefiil er13, 014 Page 1 ' Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 113, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10 3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10 3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET -10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 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, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10 3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 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, XI3X t br iguratior,:prepared by Hurricane Engineering & Testing, Inc., Test Report lip. Ittra;13? ;315 ., •dated 04/25/11, signed and sealed by Rafael E. Droz-Sella; 15•-E. • • • • • • • • • ---� i (Submitted unde. ... r previous NOA . No.11-0705.10) ...... • . ..• • Jaime D. Gascon, P. E. • • . • •.• • • • • • • • • •- Product Control Section Supervisor . •• . • •• • • .. ... •. • • • . • • ... . . •. •• •..• •. • • . •...-i • • . • ... . • . ... • ...... . .... .... . •• .•.. . NOA No. 14-0908.14 Expiration Date: April 11, 2017 App VS a e: ovembc r T3, 14 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 Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation 'diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. 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 Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28109, revised on 07110 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Aeceptance.Ko,.13-0.12$.2,,7 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butieitep I'VB Ihthrlayer" dated 04/11/13, expiring on 12/11/16. `---------ice • . . • • . ••• ••• O.• • • . • • • •• • • .• . . • •• • •. • . •• ••••. t. • 2 • • . • • • .. • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • Jaime D. Gascon, P E Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2011 Approval Date: November 13, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-30491, HETI-10 3050, HETI-10-3051, HETI- 10-3052B, HETI-10-3053, HETI-10 3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET -10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08-- 2034, HETI-08-2035, HETI-08 2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A ETI08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTI --3098 and FM -3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-022Z05) G. OTHERS 1. Notice of Accepts a •Np.:1 (1,21.( 8,. issued to Lawson Industries, Inc. for their Series "HS -8700 Ntangli-Fritniei Riilminum Horizontal Sliding Window - LM.I.", approved on 03/29t1'2 Mid expiring do 04111/17. . • • .. . ... ... ... . .--. •• • • •• • • • . . . .. . . .. • • . • ... ... •.. .... •.. •1•• •• •.. • . • . 3. • • . . . ▪ . . . • . . • ..• .. . . . ..• .. ... • .• • ... • . Jaime D. Gascon,'. E. Product Control Section Supervisor NOA No, 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 /�/ .- )./" / - ///: —�D /�' 0 CD / \:\ 0 NOTE: DX .. .Q 1) REFER SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTDETAILSES FOR VERTICAL CROSS—SECTION DETAILS "A, AI, B, & 01" REFER TO SHEET 13 '3) FOR HORIZONTAL—CROSS—swum; DETAILS "C, D, & E" REFER TO SHEET 14 4) REFER TO SHEET 8 OF 10 FOR DEMON LOAD CHARTS AND NOTES. i { / //4. /"/ \:\ 0 CD // //4 .// NOTE: DX .. .Q 1) REFER SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTDETAILSES FOR VERTICAL CROSS—SECTION DETAILS "A, AI, B, & 01" REFER TO SHEET 13 '3) FOR HORIZONTAL—CROSS—swum; DETAILS "C, D, & E" REFER TO SHEET 14 4) REFER TO SHEET 8 OF 10 FOR DEMON LOAD CHARTS AND NOTES. i { / //4. /"/ 7 ,\ 0 \� I // //4 .// \\I _0\\• 0 CD 1 XOX -Epu,1 Lite (1�3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A. Al, 0, & 131" REFER TO SHEET Q9 3) FOR HORIZONTAL C•033—SECTION DETAILS "D, & 2" REFER TO SHEET p6 4) i, g • , •, • - .. ,. rD NOTES. NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTAILATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & 131" REFER TO 8HEET #3 9) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & 8' REFER TO SHEET I'6 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) TRIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE TONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT 18 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.D.C. k TO B8 REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE A3 PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND T0. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH 31001.E GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET. j18, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS W1TH GLASS TYPES "A, C, OR 0" INSTALLED ABOVE SOFT. IN THE HVH8, THE I.G. 827ERIOR UTE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) EEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "X0 or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—UTE "910X" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. • 12.) FOR OPTIONAL FRAME INSTALLATION DETA118 SEE SHEETS 3, 4, or 9. • • • 13.) ERT. & INT. FALSE COLONIAL HUNTBNS ARE OPTIONAL & AND ARE APPLIED W1 AHACO)lE 14.) WOOD BUCKS BN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED•A?1'AMORE)) (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 1p$ JEMS & NOTES) WOOD BUCKS TO 8E ANCHORED IN COMPLIANCE WTTH THE 201PBC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED • UNITS. • • a • • • • ••• • •• •• 1 • 16.) SEE SHEET / 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTl0 .•, • • • • • 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE C07NIE *PPROVE1 • WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN AgE•ACE1 TABr.E BUT • • • THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL Ali IPJ Y TO THE • 3 ENTIRE MULLED SYSTEM. • • • 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM 0R OTHER DISSIMILAR MATERIALS 4'0 BE • PAINTED OR PLATED AND SHALL MEET 8ECT102 2003.8.4 OF THE 2014 FI.ORIDA• LDG. CO1r • • • • • +� •• • • •41 • •` •• .v PRODUCT REVISED as complying with OU PlOrlda Baldtv8 Gmdc Acoepinnc0No1; Evir0i0tDA* Alam41adoPtodacl Control 2017 / //4. /"/ / /0 _I /// / NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTAILATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & 131" REFER TO 8HEET #3 9) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & 8' REFER TO SHEET I'6 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) TRIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE TONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT 18 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.D.C. k TO B8 REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE A3 PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND T0. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH 31001.E GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET. j18, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS W1TH GLASS TYPES "A, C, OR 0" INSTALLED ABOVE SOFT. IN THE HVH8, THE I.G. 827ERIOR UTE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) EEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "X0 or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—UTE "910X" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. • 12.) FOR OPTIONAL FRAME INSTALLATION DETA118 SEE SHEETS 3, 4, or 9. • • • 13.) ERT. & INT. FALSE COLONIAL HUNTBNS ARE OPTIONAL & AND ARE APPLIED W1 AHACO)lE 14.) WOOD BUCKS BN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED•A?1'AMORE)) (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 1p$ JEMS & NOTES) WOOD BUCKS TO 8E ANCHORED IN COMPLIANCE WTTH THE 201PBC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED • UNITS. • • a • • • • ••• • •• •• 1 • 16.) SEE SHEET / 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTl0 .•, • • • • • 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE C07NIE *PPROVE1 • WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN AgE•ACE1 TABr.E BUT • • • THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL Ali IPJ Y TO THE • 3 ENTIRE MULLED SYSTEM. • • • 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM 0R OTHER DISSIMILAR MATERIALS 4'0 BE • PAINTED OR PLATED AND SHALL MEET 8ECT102 2003.8.4 OF THE 2014 FI.ORIDA• LDG. CO1r • • • • • +� •• • • •41 • •` •• .v PRODUCT REVISED as complying with OU PlOrlda Baldtv8 Gmdc Acoepinnc0No1; Evir0i0tDA* Alam41adoPtodacl Control 2017 TEST UNIT SIZE: ill" X 69" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 (13) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70,0) (C) 6 AT EA. FRAME JAMB •SEE GENERAL NOTE /3 & /4. 'PEST UNIT SIZE: 111' X 83" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (0) 10 AT EA. FRAME SILL (14 Al FRAME SILL 1F DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB *SEE GENERAL NOTE 13 & /4. g j 8 85 3/0' OVERALL FRAME WIDTH 84 3/8' kVA 00.171446 pRAFRAME WIDTH REWI .1 AT MEETINGIpAu FOR UNITS VITH DP ABOVE +/- 70PSF t4 TOTAL) r 1 ... 1 g' Mo..QJ . dIF Atop} 40111 d // // <// — •//11/ 4., n. 1ti • u /// /// 0 CO I - ==$.;/A 31. J/8r ` i ` j ID \ w 41 y O CD .} t 1 c I' ii PI\ 1 ANGMQR NOTES 1 I ) 2.I. SANE ANCHOR DITTO SPACING AT HEAD 2I. SD.I // l"SSS--,.. )�N, jf��jNIA TWO ADDITIONAL MOMS READ ISO 'CrAu"^'�� / AT MEETING RAILS FOR UNITS WITH AVA E L. DP ADOVE •7033F / - 78PSF <4 TOTAL) � pT�g4t"XOX" WINDOW EQUAL LITE L 9VERTICAL CROSS-SECTION DETAILS •A, A1, 3, 6 81' AT SHEET 53 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, IL t E' AT SHEET 55 111 OVERALL. FRAME WIDTH 110' INTERIOR FRAME WIDTH g 1 L ANCHOR M)TFS+ I r t �� L SAME ANCHOR SPACING AT HEAD L SI L\ ) 2. MEETINGADDRAII S FOR UNITS %NTHRS I OPD AT , ABOVE •70PST / - 73PSF <4 TIITAS)L '10X" WINDOW - UN -EQUAL LITE NO 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al. 3, L Bl' AT SHEET *3 2, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET *5 0m O.0.I RQEORSIAT<4 ilEET1 LAOVIE FAX. a��L/ S TEST UNIT SIZE: 74" X 63' INSTALLATION FASTENERS. (A) 8 AT PRANK HEAD (8) (8 AT AT FRAME PER HSR IF DP AR038 700 (11 AT MANE SILL IF DP ABOVE 70.0) A7 EA. PRS JAMB (C)AM •SEE GENERAL NOTE /3 & /4. 74. OVERALL FRAME WIDTH 73 INTERIOR FRAME W11TH TWO ADDITIONAL ANCHORS QUIRE0 8T REETING RAILS R UN TS VITT DP ADOVE */- 70PSF <4 TOTAL) 5' (F14"— AX O.C. S' MA.. 0.L.0. MAI A1wy D,LO, 40111 // .4 24 3/8'. VI S // 4 /�4 '4F• �3 1 L/Jr tr."; -- 1 41 y O CD Y : \(rr p i j__ OORNEERS) 1 O.C. 13 1/4' D.C. 13 1/4' 0.C. 13 1/4' 0.2. N'S OPTIONAPLIE %SILICONE�ANDIARERra ABLE AL. ) ANCHOR HDTFSI 1. SANE ANCHOR SPACING AT HEAD 4 SILL 2. TVD ADDITIONAL ANCHORS REWIRED AT MEETING RAILS FOR UNITS V1TH DP ABOVE +1- 70PSF <4 TOTAL) "SO" WINDOW EQUAL LITE ( i0X' REVERSED ) 131/'0.. 1/ • O.C. r 13 1/4' O.C. 13 1/4' G, i2) j• • • { t j I ...1•• 1 • NairA p� e,NIA. • i•••I• 2. SEE HO,12ONTAL CCROSS-SESEL SEE VERTICAL CTION DETAILS DETAILSA'2, I21,D1`* Al V. TET *4p3 • • • • • c> O 4 O Aa E• T.5 U o 0 �wa n$1 xo I t4 2.R •O • �•• 1•• t�• s • • 1.1 6 SERIES -8700 HORIZONTAL SLIDIRG • i'tlINDO' r•• 1,• FLANGE FRAME ELEVATIONS ; 1,)54.I, • •• • • • .51 • • Y� u 2 r� PRODUCTREVISBD re oco plying aviOUlro PIo11dll Du0dIn0 Code AccOPloncoldo DzitImAi pole )irJc/r . Amu Hullo Product CbNr01 '} ief Ta^i4L4 *111 T1 L�/ t),A/• . • r. Mo1 .. SSLO JT,1E111 /�4 JLJJ IP ,— /�/./ d . /� 1 f i ii i• T==�j I, 1; o 1 )I ._ F f'L_, • ANCHOR HDTFSI 1. SANE ANCHOR SPACING AT HEAD 4 SILL 2. TVD ADDITIONAL ANCHORS REWIRED AT MEETING RAILS FOR UNITS V1TH DP ABOVE +1- 70PSF <4 TOTAL) "SO" WINDOW EQUAL LITE ( i0X' REVERSED ) 131/'0.. 1/ • O.C. r 13 1/4' O.C. 13 1/4' G, i2) j• • • { t j I ...1•• 1 • NairA p� e,NIA. • i•••I• 2. SEE HO,12ONTAL CCROSS-SESEL SEE VERTICAL CTION DETAILS DETAILSA'2, I21,D1`* Al V. TET *4p3 • • • • • c> O 4 O Aa E• T.5 U o 0 �wa n$1 xo I t4 2.R •O • �•• 1•• t�• s • • 1.1 6 SERIES -8700 HORIZONTAL SLIDIRG • i'tlINDO' r•• 1,• FLANGE FRAME ELEVATIONS ; 1,)54.I, • •• • • • .51 • • Y� u 2 r� PRODUCTREVISBD re oco plying aviOUlro PIo11dll Du0dIn0 Code AccOPloncoldo DzitImAi pole )irJc/r . Amu Hullo Product CbNr01 '} ief Ta^i4L4 *111 T1 L�/ t),A/• . • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET #2 FOR MAX, FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE •a a v • A. 4 a: EXTERIOR GRADE PERIMETER CAULKING liA A ii 4 1 1BEDM4' ENT: IN.:.v :ti 4. a liaw / .... $ 1. ALL WOBUCKS ENGINEERED SEPARATELY B. TO BE R IEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUC AND FRAMING <NOT BY LAWSON INDUSTRIES) UST SUSTAIN LOADS IMPOSED BY THE GLAZI G SYSTEM STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. <EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD <SEE ELEVATION AT SHEET #2 FOR MAX FASTENER SPACING) i 1/4' MAX, SHIM SPACE (TYP.) CLEAR SILICONE BEDDING COMPOU DHESIVE D EXTERIOR INTER' LAMINATED GLASS EXT. GRADE PERIMETER CAULKING NOT BY 4•LAWSOM INDUSTRIES', TO BE APPLIED BY OTHERS 0/7 <TYP.) ALTERNATE DETAIL SILL RISER - OPTI' AL APPLIED WITH SILIC.�i SEE DP CHARTS ON SHEETS #4, #S, & #6. EXTERIOR GRADE PERIMETER CAULKING EXT. GRADE CAULK v 4. A 4 4.. A 4 1/4' MAX. a 58111 SPACE: v (TYP.) 1 1/4' MIN..: •- • EMBEDMENT: • d 6 1 x a OPTIONAL SILL DETAIL AT "XO or Or • • • • • 1/4' MAX. • —SHIN •P)1DE• • • <TYP,I• • • • • • • ••• •••• • 0 0 4 M CO ho rn apo 4 z 4 o hw= co 20. itl •• • • •" •• • • • •• INTERIOR • • • • WOOD FRAME INSTALLATION DETAIL • • • • • • • • • •• • WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER <TYP.) 2. INC EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN lf8`, SHINS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE 012 SMS 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) PRODUCT RRVISDD es complying with the Florida Acc Codo _ �.•y Accrptaptaaaoho Dy� R, ;Tato .44 20L Mlmnl}3adoPro` h�i i�C�omrol •`�. Otio . < C q • I �•Q� • • • • • •••• •••4 • ••••t• • • WWI y • a • •• • 18 1 2X WOOD BUCKS BY OTHERS <TYP.) INTERIOR 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG, OFFICIAL <TYP,) 2, WOOD BUCK AND FRAMING <NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS 1114 S.M.S, W/ 1 1/4' MIN, EMBEDMENT INTO WOOD, <SEE ELEVATION AT SHEET *2 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANCE SRICONE ADHESIVE BEDDING COMPOUND INTERIOR 1/4' MO. SHIM SPA (TYP,) 4 .PT. WOOD BUCKS 1 1/4MIN. EM' NT 1 ; ttWM111111111\MI' Ss A. 1/4' TAPCDN W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .<SEE ELEVATION AT SHEET *2 . FOR MAX, FASTENER SPACING) 4... 1 1/4" MI11, EMBEDMENT EXTERIOR WALL FINISH BY OTHERS CTYP.) • • • • • •• • • • • • • • 4 1 1/8' MIN. EDGE DIS• A14Cc • • 4 •••• EXTERIOR STUCCO OVER METAL LATH NAILED TD EXTERIOR GRADE PLYWOOD SHEATHING TU BE SfEC!FIED BY ARCHITECT OR OC (EXTERIOR FINISH DY OTHERS) NOT BY LAWSON INDUSTRIES, DIC EXT. GRADE CAULK • • •• •• •• • •' • •• • EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS <TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) TACKS ARE REQUIRED PER EACH VENT. 73' MAX. VINDOW FRAME BUCK WIDTH • • • • •• • ••• • ! CW'3 og X Rot,t. .st•h ect ••••.14 •• S • s)•/. O • 74' MAX. WINDOW FRAME FLANGE WIDTH •• "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER <TYP,) a THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS <TYP,) • WHEN THE OAP BETREEN THE WINDOW FRAME AND SHE BUCK OR MASONRY 18 LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE *12 SMS 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) PRODUCT RHVISBO oeoaxptyltg wllhtlaFlorida DoddlaBCode Aq-"G.7 AccegwcoNo_,r RxytraMonl)Ata Awlu<r sem, Alnnd�ada Product Control 4 DEVON LOAD CAPACITY (PSF?- OX or AD WINDOWS WINDOW Jamb H& S Glass Ty WIDTH HEIGHT Anchors Anchors + psf "A" (* 2) Glass Type 'B" (* 2) Glass Ty psf + psf psf + psf 24 24 3 3 65.0 65.0 650 65.0 70.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 72 24 3 6 65.0 24 36 3 4 65.0 36 36 3 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65,0 70.0 70.0 70.0 48 36 3 6 65.0 65,0 65,0 65.0 70.0 +1 -Pressures (pssf « C ( 2) Glass Type D ( 2) Glass Type "E ` ( 3) Glass Type "F" (* 3) psf+ psf psf + psf psf + psf -psf t> E 700 70.0 70.0 80.0 80.0 80.0 80.0M 7m 70.0 70.0 70.0 80.0 80.0 80.0 80.0 t 700 70.0 70.0 80.0 80.0 80.0 80.0 m o N 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3I` 70.0 70.0 70.0 80.0 80.0 '80.0 80.0 z 70.0 70:0 70.0 80.0 80.0 80.0 80.0 4 70.0 70.0 70.0 80.0 80.0 80.0 80.0 E s a 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 36 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 • 80x0.80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 so 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 72 4 6 65.0 65.0 65.0 66.0 70.0 70.0 70.0 70.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 36 60 5 4 65.0 65.0 65.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 65.0 70.0 70.0 70.0 70.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80t1..• : 80.0 _• ;y .•� 800•••_• 80.0 8070- " 80.0 60,0' • •' . 80.0 ., 80.0'••• 80.0 • 60 60 5 6 65.0 65.0 65.0 65.0 70.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8.... 80.0 •, •• 70.0 70.0 70.0- -•• . •_ • • Z• .. 70.0 70.0 70.0 80.0 80.0 Sq,(1 • • _ 80.0 • 70.0 70.0 70.0 80.0 80.0 8010 • • 80.0 70.0 70.0 70.0 80.0 80.0 860 80.0 • 74 26 3 6 65.0 65.0 65.0 26.5 ,375 , 4 65.0 65.0 65.0 65.0 70.0 70.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8(!0 ... 80.0 • 70.0 70.0 70.0 80.0 80.0 80.0 • • 80.0 • • • 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • • r • 53.125 38.376 4 6 65.0 65.0 66.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80,0 80.0 80,0 80.0 26.5 50.625 5 65.0 65.0 65.0 65.0 70.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 ' 65.0 65.0 70.0 26.6 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 ! 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 ' 4 65.0 , 65.0 65.0 53.125 58 5 6 65.0 65.0 66.0 65.0 65.0 74 58 5 8 66.0 65.0 65.0 26.5 63 6 4 65.0 65.0 66.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 25 6 6 74) AO 6 8 65.0 .0 f 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 70.0 0 z W Notes 1.) 822 SEISE'?9 FOR GLAZING ' , DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND 86LOW (WINDOWS WITH GLASS TYPES "A, 13„ C, de D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "8, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G. INSTALLED ABOVE 308T. IN THE HVHZ, THE 1.0, EXTERIOR UTE SHALL BE TEMPERED. %r (UUUL.I IU•VIJZU Complyhi8 with Merl OdIngCode ' moo No *Pio nilop LL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF ,„ `a o r..L. (+80.0 DP MAX,) DESP' N LOAD CAPACITY (PSF) -XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) --w- i-.. LAWS ()NI.' MEDLEY, FLORIDA 33166 (IN17VSTRXES. Z1VC.) PH No. (305) 696-8660 y • :s"""tA i - EI`•3r QVAIJTY•ALUMINUY WINDOWS AND CLASS DOORS r•o+ Ii5-s67 : HOQIZOPTBL ••ROLLING FLANGE IMPACT WINDOW • • • • $044. I.Qii4:141 i GLASS OPTIONS (XOX EQUAL LITE) a 2 t " - -, 0 n $ +/• Pressures (pst) :- FRAME SIZE : # Jamb 1H & 3 Glass Ty '0" r 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH .,'HEIGHT Anchors Anchors +psf I - psf +psf - psf +jsf - •sf + .sf - . f + .sf - .sf + .sf - •sf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 60.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 62.0 52.0 65,0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 ' 80.0 80.0 85.0 75.0 - 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75,0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75,0 70.0 75.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0• ' 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0•• 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 4.0 .' , 75.0• 96 48 4 10 - - 52,0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6517 . • 75.0' 11, 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66.1) • • • 75.0• 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6;6.4:.. 75.0 72 ' 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65Q, • 75.0• 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 • 75.0.. ill 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65'0 • • 75.0' 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 09!D • • • 75.0 • • 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65•a • • - 75.0" • • 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0a1Z,.• 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 a5.0 • • 75.0 74 58 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 5.0 754.., 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 25.0_•_ 76.0+ 79.5 26 3 - 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 69.1 • 75.0 • .. i -. eo/oe/co • I ,a9 d 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.d.,P 79.5 50.626 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 2 is b a 2 1 1 1 R • 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - • 52.0 52.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 - • 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0. 65.0 75.0 111 2; 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.626 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 - - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ��,.s* oin I:0 •:,/,',. n0r ,: �, •• .. ,, �^'•• - I,., d •. •, ,to C) : . •' `-* r ' " ' } 4. :: , - `b 1 : . ��tttl ast1:;` 4tii&111e+:7,c t 6316e 5 11 - - 52.0 52.0 '. 6.0 ___, :_ 654_, 75=0 52.0 52.0 65.0 75.0 • i - • ODUCT REVISED Notes Co): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 1 complying with oho Florida �{ ding Cu& ii _ oa . y -;: c• 1 D o L ��J� 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW // // // 2 (WINDOWS WITH GLASS TYPES it 5, C, & 0") /%� I%� i/I 1 doI1A Con--- f S LL RISER - OPTIONAL 3.) SIU. WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SIU, ON1 WINDOWS WITH DP ABOVE 70.0. SEE ELEVATION AT SHEET 2 00' (10) 4.) WINDOWS WITH GLASS TYPES 'A, C, OR 0" INSTALLED ABOVE SOFT. //' '// o=1), '/�' '// '%/' '// < mi 71 s Kt mi 1 1 © 1% �� 20 1 APPLIED WITH SILICONE 1 FUR DP ABOVE +70.0 KV i 80.0 DP MAX. / f 1N THE HVHZ, THE I.G. EXTERIOR LITE SHAD, BE TEMPERED. ' Xox _ Uo_�111,11 FRAME SIZE :. 1NIlTI-1 HEIGHT 60 24 # Jamb Anchors 3 UH&S Anchors 7 72 24 3 9 84 . 24 3 9 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3.1/3) Glass 'type "B" (" 2) Glass Type "C" (" 2) + psf 80.0 60 36 72 36 84 36 60 48 72 48 84 48 3 7 3 9 3 9 4 7 4 9 4 9 80.0 80.0 70.0 70.0 -psf 80.0 + psf 80.0 80.0 80.0 • • 80.0 80.0 75.0 70.0 75.0 70.0 52.0 52.0 52.0 52.0 60 60 5 7 72 60 5 9 84 60 5 9 53.125 26 3 6 53.125 38.375 4 6 53.125 50.625 4 6 80.0 80.0 70.0 53.125 58 53.125 63 5 6 5 6 74 26 74 38.375 74 50.625 74 58 3 9 4 9 4 9 5 9 80.0 52.0 52.0 52.0 80.0 80.0 80.0 80.0 75.0 70.0 52.0 52.0 80.0 80.0 52.0 52.0 52.0 -psf 80.0 80.0 80.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 80.0 75.0 52.0 52.0 80.0 52.0 52.0 52.0 + 1- Pressures (p Glass Type "D" (" 2) Glass Type "E" (' 3) Glass Type "F" (" 3) Glass Type "G' (' 2) + psf •psf +psf -psf + psf -psf + psf - psf 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 75.0 65.0 75.0 52.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 75.0 52.0 75.0 52.0 52.0 65.0 75 0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0' . ; . 75.0 52.052.0 6 .0 . . 75.0• 75.0 52.0 52.1' ' 75.0;' 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 85.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 WTI" 75.0' 52.0 52.0 75.0 52.0 52.0 6670""d. 75.0:.; 52.0 52.0 651" 75.0' 52.0 52.0 Mr .: 754 " 75.0 65.0 75.0 65.0 75,0 65.0 75.0 65.0 75.0 65.0 65.0 75.0 85.0 75.0 75.0 75.0 75.0 75.0 75.0 74 79.5 79.5 79.5 79.5 79.5 84 84 84 84 63 5 9 52.0 26 3 9 38.375 4 9 50.625 4 9 80.0 70.0 80.0 75.0 58 5 9 63 5 9 26 3 9 38.375 4 9 50.625 4 9 58 5 9 63 70.0 70.0 75.0 75.0 80.0 52.0 52.0 52.0 52.0 70.0 52.0 52.0 52.0 52.0 80.0 52.0 52.0 52.0 52.0 75.0 52.0 52.0 52.0 65.0 75.0 65.0 75.0 75.0 75.0 75.0 75.0 65.0 65.0 65.0 65.0 65.0 65.0 52.0 Notes (.9: ij SEE SHEET B FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A, B, C, & D') 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES %1, C, OR Cr INSTALLED ABOVE SOFT. v.IN THE HVHZ, THE 1.0. EXTERIOR LITE SHALL BE TEMPERED. 52.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 52.0 52.0 52,0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 75.0 52.0 65.0 'TO- 52.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65,0 75.0 65.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 6'570 " 75.0 75.0 • 85.0• 75.Q.....�{ 65.0.. 75.6 e0 ' 75.4• ;'; 65.0 75.0 65.0 85.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 65.0 75.0 52.0 65.075 00 52.0 85.0 75.0 52.0 65.0 75.0 52.0 65.0 75,0 $0$ -Equal Llt. 75.0 52.0 PRODUCrRRV01111 as complying whit Sw ISodds Budding Code Aeceptmrce No Ii; ;ton Aral pinto ipp a► 4:0J induct 0/3. 2� 1001 eD SILL RISER - OPTIONAL APPLIED WITH SILICONE FDR DP ABOVE +70,0 PSF <+80.0 DP MAX.) 3 x LAM1NAMED GLASS COMPOSITION - TYPE E ITEM MASS DUBIEO'1ION ) DETAIL LYDIA= DWRIPTTON 1 1/4' ANNEALED GLASS r, , _ •-'=--•T SA EX/4114' FE 2 0290' PLASTIC INTERLAYER '"a�s.;gg yy., 3 1/8' ANNEALED GLASS I. .i ANP. MUTED ITER OLLIE carate TWRDEM. OIASS DESCRIPTION 44 DETAIL AI DETAIL 1.W RM DBDQEPTION 1 I/O' HEAT-STRO/GHTENED GLASS I/O' NEAT-STEINGHIENED GLASS kia s _._.... PVB - 2 0.090' PLASTIC INTERLAYERDUTACITL 0096' PLASTIC INTERLAYER . '444.....1/8' HEAT-STAENGMTENED GLASS0 I/O' NEAT-STRTNGHTENED GLASS +1 0,14 ..1 LAMINATED -GLASS COMPOSITION - TYPE 13 ITER OIASS DESCRIPTION 44 DETAIL AI DETAIL I IAID2ATB DESCRIPTION 1 I/O' NEAT-STEINGHIENED GLASS kia s _._.... T OP so UI010' E 2 0096' PLASTIC INTERLAYER . ��..._ 3 I/O' NEAT-STRTNGHTENED GLASS 11 lel sm.. 4 LAMINATED GLASS COMPOSITION - TYPE F RBII 0IAD8 810131014 44 DETAIL EMIRATE DESCRIPTION I 1/8' ANNEALED GLASS •A.A , :;•s• r s. •s. ,. '- DUTACITE PVB By. wow 2 0.090' PLASTIC INTERLAYER ,5 8 _- 3 LAP NINEALE1 GLASS 11 +L • INBULATRD LAMINATED GLUM COMPOSITION TYPE A Rf01 0L188 DESCRIPTION DETAIL L oNATE D8008IPOON I 1/8• ANIF_,LLED GLASS.. PVB By 'DUPONT. „ 2 2 0.090' PLASTIC INTERLAYER�.W� PVB 3 SAfl.EX PYI 3 1/8' ANNEALED GLASS ' �,' �X • :_ T- Dy. 'SDLUTIA' 4 1/4' INSULATED AIR SPACE LIG' ANNEALED GLASS 00 4As . 1 FRAME FIXED MEETING RAIL D I/O' ANNEALED GLASS (0) 4) rl 1) 0140' - 1 INSULATED LAMINATED GLASS COMPOSITION TYPE C 128* MASS AEOCNITIONu) 2222* LAmas DBBIOPNOH I I/O' ANNEALE0 GLASS PVB By 'DUPONT. F 2 0090• PLASTIC INTERLAYER . (741) * 4 PVB 3 I/O' AIWLAIED (LASS --T Bp 'WONT. 4 IM' INSULATED AIR SPACE .Vt:* 1 4,7.1'9:/4. - 6063-36 ALUMINUM S LIG' ANNEALED GLASS 00 0 ' Al DNP. — FRAME FIXED MEETING RAIL INSUTATED LAMINATED GLASS COMPOSITION TYPE 0 11711 SLABS 1.10220001T001 i, DETAIL _ . I. 114106 B DDEdUPPON 1 I/O' NEAT-STR90' pSAHTENED GLASS PVB By 'DUPONT. F 00PLASTIC INTERLAYER III .:.3) .VL' 3 I/o' HEAT-SIRE/SHIMS GLASS ' u■■ 0012/o . _ -. ' q Yy — 1 U v. PN - 4 1/4' RSULATED AIR SPACE D I/O' ANNEALED G.ASS CO (s) VINDOV3 '0184 GLASS TYPES •A, C, OR G' INSTALLED ABOVE 30FT. DI INE HVHZ. THE LG EXTERIOR LITE SHALL 8E TEMPERED. GLAZING DETAILS AND OPTIONS ALUOINUM MULLION SEE MULLION APPROVALS FOR %/RUTIN TYPE SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.O78" LOM. THICK) NOTE: THE LOWER' PRESSURES OF 1NE WINDOW OR MULL SHALL GOVERN D 12 X 3/4' SSS. FLAT HEAD, PHILLIPS, (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING AND 0P TABLES FDR CUANTITY) EXTERIOR GRADE WINDOW FRAME PERINETER CAULKING EXTERIOR @2 FRAME MULLING DETAIL 1 Mtn L MULLION 11OPE SIZE V� MAX. DESIGN PRESSURE LDIITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/ \--- \---i SEE2ELEVATION AT SHEET /2 Li INTERIOR eL�f FOR 144X. FASTENER SPACING) {Iliii-+� r WINDOW FRAME NOTE: 1. AUL STEEL D4 CONTACT WITH ALUM. TO 8E PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 38 KSI MD(. (STEEL 18 LTA. MIN. THICK - 0.0401 B) ALUMINUM : 0083-1D MIN. (ALUM. 0.078' MIN. THICK) METAL STRUCTURE ATTACHMENT_ _DETAIL EXTERIOR HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS nu / PART / REQD. DESCRIPTION REMARKS 1 1-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 1.8701 l FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JANE 6063-36 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-16 ALUMINUM 5 1-7705 1 VENT MEETING RAIL 6063-16 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-06 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-16 ALUMINUM 8 1-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 1-8702 _ 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 1-8705 1 FRAME SILL RETAINING CLIP 6063-T3 ALUMINUM 11 L-7708 AS RE0'D. GLAZING BEAD ( 3/8' ) 6063-15 ALUMINUM • 12 FS -006 AS REO'D, FRAME ASSEMBLY SCREWS 118 43/4' Pol. PHILLIPS: • • 13 FS -040 AS REGD. INSTALLATION SCREWS 014 ag F.AJP RL. • 14 1-7531 AS REO'1L VINYL BULB 1/4' DIA. BULB 113033 • • .187'w x VOP h • 15 PWS -003 AS REO'A FIN SEAL WEATHERSTRIP 16 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .1O7'•1'? t1b• h 17 PWS -009 AS REO'D. FIN SEAL WEATHERSTRIP .187' 01/R 4BW h • 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6D63 j:.4.IIMTNUM : e • 19 PWS -001 AS REQ'D, PILE 8 GLAZING BEAD .187' i 150;11 • • 6063-T5•ALUM•• OPTIONAL. -3e 20 1-8706 AS REG'D. SILL RISER ADAPTER 21 L-7539 2 VENT EXTRUDED SPRING LATCH 606 -r5 AAITMINUM • • 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLT, (1& e P 23 1.-7503 1 x LATCH LATCH SPRING STAINLESS STEEL. • 24 ■ 2 SILL/JAMB JOINT GASKET 1/16 CLOSED CELL F0A¢1• • 25 FS -041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 ' 11111./PHIL. 26.1 HC -044-1 2 WEEP FLAP L BAFFLE • • • e • 262 HC- l X WEEP OPEN CELL FOAM PAD 1/2' X t/S' X 2' L. • • 27 HC -040-1 2 SASH ROLLER 1. HOUSING at 28 HC -026-1 1 SCREEN FRAME R MESH x 29 It 1 ATTACHMENT SCREW 8 CLIP 08 X 5/8' S.D.S. 30 NC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST KETAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-15 ALUMINUM 33 01 2 LAMINATED GLASS See [Atolls 0 LH. of sheet 9 34 2 AS REQ'D, GLAZING SILICONE See [Atolls 8 I.N. of sheet 9 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTTN ALUMINUM 36 SM -5504 AS REQ'D, JOINT SEALANT r 37 2 AS REG'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCTIU(VISDO DD (onLpiyWg wl8l4II4 Flodde DuIdlOgCod6 - Aco(plmlco No GSpITldtOn,00 n Mena P9olgaitriDiTor. 08.14V ZIP J. 7. FRAME HEAD FRAME FIXED JAMB SILL TRACKEBAME. O L-7703 Imo L-7701 L-8702 COFg yE„ TOP RN vvt� p O JO A6E LEES I � Mb IA Gb O F r•. H d t 64 2 5.643m 3 +.. FLANGE MBLY DETA] 901 iswoo Ase SILL RETAINING CLIP L-8706 `. ft»tE 1aeAo x o c qq = 2.551 I U . \ .` .... vEM TOP 12411id I V a z _. 1.439 �. F)AIIC.JAbO M U I d FRAME SILL L-8701 0 1 FRAME L-8703 0A00 VENT JANE I/ \ 'r • • z s • t • .. • Z — a„ 8ZjEa . HI : F+ Z ZO VENT TOP CORNER '� \, � mAuF sot. • •�Y]•q _ A6e 83N —Ase VENTL-76 SPRING L-7639 LATCH A68 /. \,� .1811.41 t 1ue� • • • m n. w a r0•1• • o. 2, VW JAMA RPM I 43 / W. . �• �� L' •11-•101 I. • 4 lipb.R 2.655 j+.730 .• � s • g � VENT INTERLOCK RAIL L-7705 FIXED MEETING RML VENT TOP/BOTTOM RAIL _ q L 770 1 '' \, rJ O $ 8 O5 0 O FRAME SILL / MEETING RAIL ay 9 MRO, RO A ' "' _ _ o VENT BoUQM CORNER e068 A)• gS 1375 (Q 1 Vp 1 • L� AR-- 1 FRAME Sc. SASH CORNNFR ASSEMBLY DETAILS ' °` k VENT 8 MB RAIL Lt 8830 ANCHOR CLIP GLAZING BEAD SILLRISER Os' t` * mut, , r' f OGLAZING 32 BEAD L-7708 18 20 07... ,'I 3f • G G I � �p20DfL! T I .050 I?VIS es consiAyin Mill bulidlug Cods y .�� '11-16 ITv� 9a /t)i 93 5t {17)/0_r✓J1 1l 33/38 _ 111-0901.09 I Ii -0908.19 3 1Li-090&•1`1. y /y-a`9O8.19- DILI _05,a6,44 (©/ y-ogo8. /'t a 11.4 0908.19- /L/ -0`108.D7 iy-0708.9 ly_ o905•/9 ii-ogoS.1' ly-c7 og'/y 13 1y -090F. /y g,ii-/-ogo8.o)1v-01GS%1 1- 1Li-0g06'r/-t 0 11.1-0908'Iy 3/y_oc7of•l41 (" r 0 11-i - 0/y—°gvg.l41 z3 1y--a9a8, iv 1 q o ' iy-09o1,18' ) /'1-0908, 08 � .. r r ,ri'irV lino'/ cit -/-0906',16 l9 >7 of //s�cl�do� 6 /50 �� ws 1 APPROVED 3bq5 RY BATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Prem boot x Frec-1-1 boor 1/3X 80 r==1 3x80 3 �� lvoech v ROX 50'17 �_ l gc x 5 0 z 5.5 -VI 7 Vi R��2 z • _.=• • • •_ • • • '0/x58117 58% y /x 58)'t. 111 e5.? • ••• •• •• • • • •• ••• • •• • • • • •• • •• • •• • • • • • • • • . • • • •• • •• • • •• ••• • ••• • • • •.. • • • • •.. • • • • •• •• •• • • •• •• • •.. • • • • • • • • • •• • • • • • •. •• • • • •• •. 000 • • • 000 • • 53X5D5%B 69./059 3 o a r001,v7 1/ /3e�roon :,O;? 6) E5 Ye ,s 53x�0� 3?�5c0 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 S\V 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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, , designed to comply with the Florida Building Code, including the High Velocity Hurricane Z DESCRIPTION: Series "HS -8700 (Flange - APPROVAL DOCUMENT: Drawing No. Impact Window", sheets 01 through 10 of 10, d by manufacturer, and signed and sealed by Thorn Control Revision stamp with the Notice of Acc County Product Control Section. MISSILE IMPACT RATING: Large and Sma LABELING: Each unit shall bear a permanent 1 series, and followiirg statement: "Miami -Dade Cou herein. rinum Horizontal Sliding Window - L.M.I. titled "HS -8700 Horizontal Rolling Flange , with revision `B'; dated 08/111prepared• • • • E., bearing the M?anrt Dade Gauntry Product • • er and Expiration. title •by the •••• . . act.Resistant • • .... manufacturer's•A or loon,, ity, state! • • ontrol Approved", airless otIldrwtse not& •; • • • . . . . . RENEWAL of this NOA shall be considered after a renewal ap lication has bei n filed and:there''has been no change in the applicable building code negatively a ecting the erformance of this product, • : •: • TERMINATION of this NOA will occur after the e iration date; or if there has been a revisron or change in the materials, use, and/ or manufacture of the produ'; or process Misuse of this NOA as an endorsement of any product, for sales, advertising or any other pure.: automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 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. - MIAMI•DADE COUNTY APPROVED NOA No. 14-0908,.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of $ sQecimens of an aluminum horizontal sliding window, XOX (144, 4/2, 174"dfd 1L3,.••• 1/3, 1/3) configuration, prepared by Hurricane Engineering* fc Testing,. Ike., Test • Reports No.'s HETI-10-3047, HETI-10-3053, HETI-1d'-1I 1, HE P10 3130; "• HETI-10-3223 and HET -10-3225, dated 03/23/11, signed aad.aled by candido F• • • Font, P. E. (Submitted under previous•NOA No.:fl D705.1 A). • • • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS . • :• • 2) Cyclic Wind Pressure Loading per FBC, T4sal X0.3-94 ' •. • along with marked -up drawings and installation diagram of:an•al imimam horizontal.:. sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3):copfiguration, prepared. by Hurricane Engineering & Testing, Inc., Test Reports sl o.'s HTT90-3048, • HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI--10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 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, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P..E. / ,,�'�`` • (Submitted under previous NOA No. 11-0705.10) X _:a- -_-_ Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 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 Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. 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 Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram• of 8 sped"i €ic of an aluminum horizontal sliding window, XO configuration, pleptired by. Fenestration • • Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FT4519A8 ani +• �-3364,.:. dated 12/06/01, 12/11/01 and 01/28/02, all signed and Malta' by Luis Anto4ip,..: Figueredo, P. E. (Submitted ander.. Q,1 No.;884h27.0 ).. • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis,: complying with FBC,*. prepared by Lawson Industries, Inc., dated 05/28/09, revised.on 47/10 aatl•Optlated.on . .• . • 01/25/12, signed and sealed by Thomas J. Sotos, P. E. • • • •• ; •; • • . . •.•. . . . •. ..• .. • . • (Submitted under previous NOA No. 12-0127.08) • • • 2. Glazing complies with ASTM E1300-04/ 09 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 DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI--10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET -10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/04/4.4;•93/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. •..' :: •. . • • • (Submitted under previous NOA No. 11-0705.10) • 6. Laboratory compliance letter for Test Report No. HETT'10-3251, 'issued :by..: Hurricane Engineering & Testing, Inc., dated 04/25/11, sigrttl. Ertl seal# 1Y' RafaJ.. E. Droz-Seda, P. E. (Submitted under previons foie Nor 41;-.0705.493 • • • 7. Laboratory compliance letter for Test Reports No.'s HETI V8 2033; •HETI-68" •: • 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, I TI -08 .20 $, HETI-;: • 08-2116A and HETI-082116B, issued by Hurricane Engine ing &:Testing, Irac., . dated 01/15/08 through 02/28/08, all signed and sealed by Canthdo•F. FQrit,:14:E. • • (Submitted under previous NOA No. 09-0706.05) • 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-022 Z 05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal eliding Window - LM:I.", approved on 03/29/12 and expiring on 04/11/17.ir Jaime D. Gascon,'P. E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-3 0 a t - - ,0 \\ \\\\\ \\ O \\\ ® _ _ pO \\` CD O\\\ J NOTE: OX 1 XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & 61" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, 0, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A At XOX —Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALWTION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Om // //4 04.j \\\ ® / //4 //- -// O\\\ \\ • XOX —Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALWTION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Om • General Notes: 1.) THIS WINDOW SYSTEM 13 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 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.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7, or 8), AND FOR USE WITII DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE 8.) SEE 9.) SEE 10.) SEF. 11.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. SHEET 9 FOR GLASS TYPES. SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE '7COX" WINDOWS. SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. •• ••• • • • • • •• • • • • • • •• ••• XOX — Un—Equal Lite (1/4-1/2-1/4) NOTES: • • • • 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • • • 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #S • 3) FOR HORIZONTAL CROSS-SECTION DETAILS "0, & 2" REFER TO SHEET #5 • • • • • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS • • •• • • • •• • ••• • • • • • •• • • •• ••• • ••• ••• • • • • • • • • • •• • • PRODUCT REVISED as complying with the Florida Building Code ,\ccepiauco No E3cp1rfil6o,Dol . B9._ �AiamlbadaProductCool rol Z 74 0 O z 0 cti 0 O cocn x O 0 a Y 1 A 0 0 0 1 S' - Revised date for the FBC-20:4 E/S 1 1 1 1, ' 0 -, s. z' :_ Fl 0 fyr Ott t R • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • // //4 04.j / //4 _O / //4 t • General Notes: 1.) THIS WINDOW SYSTEM 13 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 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.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7, or 8), AND FOR USE WITII DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE 8.) SEE 9.) SEE 10.) SEF. 11.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. SHEET 9 FOR GLASS TYPES. SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE '7COX" WINDOWS. SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. •• ••• • • • • • •• • • • • • • •• ••• XOX — Un—Equal Lite (1/4-1/2-1/4) NOTES: • • • • 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • • • 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #S • 3) FOR HORIZONTAL CROSS-SECTION DETAILS "0, & 2" REFER TO SHEET #5 • • • • • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS • • •• • • • •• • ••• • • • • • •• • • •• ••• • ••• ••• • • • • • • • • • •• • • PRODUCT REVISED as complying with the Florida Building Code ,\ccepiauco No E3cp1rfil6o,Dol . B9._ �AiamlbadaProductCool rol Z 74 0 O z 0 cti 0 O cocn x O 0 a Y 1 A 0 0 0 1 S' - Revised date for the FBC-20:4 E/S 1 1 1 1, ' 0 -, s. z' :_ Fl 0 fyr Ott t R • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEST UNIT SIZE: 111" X 63" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABO (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL W DP ABOV (0) 6 AT EA. FRAME JAMB •SEE GENERAL NOTE d3 & #4. TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF UP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE y3 & #4. EXT. & INT. FALSE COLON AL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1. SAME ANCHOR SPACING AT HEAD & SILI 2. TV0 ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE ♦7005F / - 75PSF (4 TOTAL) r1.4�pp��gg�� XOX" WINDOW EQUAL LITE I:�L�VERTICAL CROSS-SECTION DETAILS 'A, Al, 8, & BI' AT SHEET *3 ppp 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E. AT SHEET 45 \\ 111' OVERALL FRAME WIDTH \\ 110' INTERIOR FRAME WIDTH I 1 63' OVERALL FRAME HEIGHT t7 f K 1 TEST UNIT 312E. 74 X 83" INSTALLATION FASTENERS• (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF P ABOVE 70.0) AT 05. FRAME JB (C)JAM *SEE GENERAL NOTE N3 & p4. AT ER5) ac, O.C. 0.c. O.C. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH OP ABOVE /- 70PSF (4 TOTAL) 12' IMAX. Q.C.) f.1ax. D.L.O. Width J 24 3/8", b 0 O CD MaIi. D33 .L.O.I/>�pdth 85 3/8' OVERALL FRAME WIDTH o II / N ;1 '1 -- "):2,_/),," '/ S /?_ ,F.7, it(/' ,.=• 2 I • ;, •• , _ 4, f_ -=i • • Iq - �\Ca - Ii • • • • 1 7E 70.0) 70.0) O 0 0.7 i ;wlx. i3.c.l 84 3/8' 1/ DAX INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING FOR UNITS WITH DP ABOVE a/- 70PSF (4 TOTAL) 4' f -11.375 q' —I I Butt..c> I RAILS 5 1 I ]I,' (7yp R 5 AL ' C Moo. D.L.O. Width Mox:: D.L.O. Ilddlh © ,\., \\ int D.L.O. H. ht = 56 7 16- :_ y\\�\ ii w :d D.L.Height a 57 9/1b" I� OVERALL FRAME H INTERIOR FRAME I ! // 1/4' /// - ,// -_-5-) 13 1/4' q 1 V `— 13 1/4' 5' ,�-- ..__-- r 1 i I I I I\ \; I I EXT. & INT. FALSE COLON AL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1. SAME ANCHOR SPACING AT HEAD & SILI 2. TV0 ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE ♦7005F / - 75PSF (4 TOTAL) r1.4�pp��gg�� XOX" WINDOW EQUAL LITE I:�L�VERTICAL CROSS-SECTION DETAILS 'A, Al, 8, & BI' AT SHEET *3 ppp 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E. AT SHEET 45 \\ 111' OVERALL FRAME WIDTH \\ 110' INTERIOR FRAME WIDTH I 1 63' OVERALL FRAME HEIGHT t7 f K 1 TEST UNIT 312E. 74 X 83" INSTALLATION FASTENERS• (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF P ABOVE 70.0) AT 05. FRAME JB (C)JAM *SEE GENERAL NOTE N3 & p4. AT ER5) ac, O.C. 0.c. O.C. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH OP ABOVE /- 70PSF (4 TOTAL) 12' IMAX. Q.C.) f.1ax. D.L.O. Width J 24 3/8", b 0 O CD MaIi. D33 .L.O.I/>�pdth o II / N ;1 '1 -- "):2,_/),," '/ S /?_ ,F.7, it(/' ,.=• 2 I • ;, •• , _ 4, f_ -=i • • Iq - �\Ca - Ii • • • • 1 ///// ////' • // •• • • • • • • • • • •• ALL CORNERS) 13 1/4' D.C. 13 1/4' O.C. 13 1/4' O.C. 13 1/4' O.C. 5' ANCHOR NOTES, I I • I • •• + r '. L p1N • 1. SAME ANCHOR SPACING AT HEAD & SILL • • •• • &len' � V/ LIC0f7COANDI�ALRMUNI! BARE LE • 2. TWO ADDITIONAL ANCHORS REQUIRED AT / • • • AS UF>110NAL• • • • • • MEETING RAILS FOR UNITS WITH DP • ��L� ♦ • • ABOVE ♦70PSF / - 7505F <4 TOTAL) "XOX" WINDOW — UN—EQUAL LITE M. 4. 50!' 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, AI, B, 1 BI' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 115 FRAME HEIGHT J Q 14 O 74 OVERALL FRAME WIDTH 73 INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE r/- 70PSF <4 TOTAL) 5' 4 1/2 1{' ANCHOR NOTES, 1. SAME ANCHOR SPACING AT HEAD a SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE 0/- 7000F (4 TOTAL) "XO" WINDOW EQUAL LITE inns! ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, A1, B, 4. 01' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 114 1 1 + 4LL CORNERS) 13 1/4' 0.5. y2 1/4. O.C. 13 1/4' O.C. 13 1/4' D.C. EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISED oc complying wills the Florida Budding Code AcceplMeo Tho o •11* 4_11 zo •Aiatbade Product Control ----, 0 z cf) 0 0 r- 2 2 1 u 3 8 1 • 1 O Iq z 1 z 1 ... r,.ITy`Sn44`*Il I1�iT yTM1'F€,_. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCUN W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE 1. ALL WOOD BUCKS ENGINEERED SEPARATELY B. TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM a 1 1 4' MIN. : •' 4ENJ . d EMBEDMo . 4 a. a. 4.. , n. v.:•'' G:' 4 4. EXTERIOR GRADE PERIMETER CAULKING W x x X J X cu UV) Cl Q 3 0 z 3 EXTERIOR 1/4' MAX. SHIN SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS EXTERIOR GRADE PERIMETER CAULKING • 4 4. I • 4' ' G 1 1/4' MIN. - EMBEDMENT "4. 1/4,' MAX. - SHIM SPACE- ' (TYP.) 1 4 . • a.4 • • 4.- • ••\-i •A • • • • EXT. GRJE • CAULK • • • •• ••• STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 4i �5 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD <SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 114, #5, & #6. 4 A 4 4. it A G .. •• • 4, •e. .4 1/4' MAX. 4 4 SHIM SPACE (TYP.) •1 1/4' MIN, ••; •EMPF•D 1ENT . ' 4' •• .7# •� .• . • • •i3 • .4 4 • `� a •- - 11S''MIN.!:• -•• • • • '• • • DDE• DISTANCE/ •' OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 1/4' 1AX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP,) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I/O', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCUNS 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) PRODUCT REVISED os complying with Ihn Florida Building Codn O OO Acce fano No P",1 20 • 1�f' B.mx(, ,T 9Te y 17 Bi'............— r u ^ ( .•� ,Mlonade 1,oducIConlrol -,. 10 0 CO COCO M M F r0 0 m 0 h!1 4 0 Z }W 6 J Z u) W X coca cif) -71 GLASS DOORS 0 0 0 0 1 'B' - Revised date for the FBC-2014 r IQ z 0 z 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) I' MIN. EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MLIST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS 1/4' MAX. SHIM SPACE (TYP.) SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1 1/4' MIN. 1rEM:E I ENT 1 \ 17# 11AIUU111\1H1111U11' 11W 1, !„.„«<....„+„:„....,«' 11f ,,,4 ffC{{{lllf(E ss>`�sss»>v��r�.sssss� .PT. WOOD BUCKS A. I/4' MAX. SHIN I 4! • • SPACE . n (TYP.) 0 • I/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 112 1101\„„„t„„„„„‘„v FOR MAX. FASTENER SPACING) -- 3ssm526'35*32a2E5EW48€ 0 EXT. GRADE CAULK EXTERIOR STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1 1/4' MIN. EMBEDMENT C 1 1/8' MIN. EDGE DISTANCE EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. • • • 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK • •BY•IyTItjERZ <TJP,) • • • • • • • • • • • • • • • • WHEN '11HE CAM BIil8'WREN ‘HE• WI(1{DOW FRAME AND THE tlASONIPY.IS LESS TRAN•I/R',•SIIMS•ARE NOT REQUIRED. • • • • • • • • • • • BUCK OR ANCHORS NOTES • • •• ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCUNS or APPROVED CONC. FASTENERS INTO CONC., A MINANUM 181318. 1/4' ISNETI4 ISN INTO WOOD OR C NC. (REFR•f0 IJAD TABLE•S•FOR:IUANTITIES REQUIRED) • • •• • • • • •• • •• • ••• • ••• • • • • • • ••• • • • •• • PRODUCT RHVISRD as compiyl!B wlllt rite PlorWa Balding CodA O70..1.4 oa i}4 Accepinnco N 1. Fixpiratlotl i ?p./.7Oy_'�/.A AMI111 cede Pmdact Control cir) -71 ui w A 0 2.4 0 O HS -8700 HOR A 0 U 1 0 0 0 0 1 - Revised dote is !Q g 1 z 1 • • • • • • ••• • • • • • •• •• • • • • • to • • •• • • • • • • • • • •• •• DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS L,I'. WS MEDLEY, FLORIDA 33166 HS -8700 HORIZONTAL ROJJ.1NG FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (XO or OX) P os.K AV...... x,.,, , °n'°inr ?WagonL8700-0901 la..e 8 OF 10 �s , 4 # # +/- Pressures (pst) WINDOW Jamb H & S Glass Type "A" (* 2) Glass Type "B" (* 2) Glass Type "C" (' 2) Glass Type "D" (* 2) Glass Type "E' (* 3) Glass Type "F" (* 3) WIDTH HEIGHT Anchors Anchors + psf l - psf + psf I - psf + psf 1 - psf + psf 1 - psf + psf 1 - psf I + psf 1 - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 S I 8 li2 � S . 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625. 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1 " r I a t. N & - - x z �° I 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 66:6 " ; c5.d • 6. =O.; .'- 70.0 70.0 70.0 80.0 80.0 80.0 80.0 01,,, •••''t!, ``X ,'• 63y , A. r� L _.� lL 7 Na u .- l -«-• ` r o� s zQ ° f - ?- �! .I o 3 z ' � .' ,3•. �% .,�-C'�' r,f`rltlteta''' CI 37 63 6 4 65.0 65.0 65.0 •: ci5•.Q :___; 4 • , 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 O • 85.0 • • 30.0 • 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65 • $5. d 70.0 - - - - - - I'KuuueI I I:VntIJ Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ascomplying with Meriorhl� 2. STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND ELO if • • • • • (WINDOWS WITH GLASS TYPES "A, B, C, & D"') • • • • • • 3.) SILL. WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +•7 DP• • • • QQ • • • • • (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MP. • • • • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SIiIs •N • • • • •�� WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • • !% • • • • // ,/i '/�} a \-,>•111,0,01f•-,/ \\� `\' \� \ mldiigCode 4 •�p,p,i 4cce ttuwo too 11 -. •f ri) . iti; `;y ^ a' �9unj�i3sII�1sI'io:( ✓antr .. L� ,vat L RISER - OPTIONAL C , lG1/ APPLIED WITH SILICONE I FOR DP ABOVE +70.0 PSF 1 7 <+80.0 DP MAX.) i� 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT.- - IN THE HVHZ, THE 1.G. EXTERIOR LITE SHALL BE TEMPERED. 9x `- xn ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • ••• • • • • • • • • ••• • • • • • • •• • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un -Equal Lite (1/4-1/2-1/4) +/- Pressures (psf to FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) G lass Type "G" (* 2) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 1LUMMINUM WINDOWS AND GLASS DOOR HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDO' DESIGN LOAD CHART WITH GLASS OPTIONS (XOX EQUAL LITE) P o1 30 c 1060-00L911060—OOL9 WIDTH HEIGHT Anchors Anchors + psf 1 - psf + psf - psf + psf - psf + psf - psf + psf l - psf +sf p - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 . 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 . - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S N. ERAZO I 08/11/14 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d w 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2 ' z �° 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $d 111 58 5 11 - - •e2.e•• /2�.0• • 86.0•• 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 • 52.0 : • •,•�[.Q i i•E •d• 75.0 65.0 0 52.0 65.0 75.0 %%%%%% II iti 3'- • PRODUCT ' D2 ,`%0" 4 `•• • •• ••• •• • • / Notes (*) 1) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. • •• j' ne complying with the Florida 1 IM,ldhe Cud. ///}}} �{ AcceptmccNo -O� 1� D _, • 0 ••.••' t G ',-;- . . 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW NDOWS WITH GLASS TYPES "A, B, C, & D")• • • • • • • • // •I /• // L / /; / C�lratlnri � L L_- ±rug erMt,-. 13Y.__.:___--.1----,- Con / S LL RISER - OPTIONAL y x ,� ry-�• .. ,,. 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE 40.(? DP : • • ••`�' (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAK. • • • • • • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • •WINDOWS WITH DP • • • ELEVATION AT E O) •••• VE 70.0. (C, OTYPES • / • '%/' �� • •1© '%/' �� MauDadePtbdnct / 1 �\ I'd" WITH SILICONE 1 FOR DP ABOVE +70.0 PSF (+80.0 DP MAX,)\ IF.i:;:.,;:z: :�4.) '�t� WINDOWS WITH GLASS A, OR G" INSTALLED ABOVSEE 30FP //�tt�tlttt"Y IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. ]COX - Un -Equal Lite E" ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • ••• • • • • • • • • ••• • • • • • • •• • 0.600' GLAZING DEPTH 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREHCO SPECTRUM 2 LAMINATED GLASS COMPOSITION - TYPE B RBL CUSS DESCRIPTION 1 t� DETAIL LAMINATE DBSCR8i0N 1 1/8' ANNEALED GLASS e- SAFI.EX/KEEPSAPE Br 'SGLUTIA' 2 0.090' PLASTIC INTERLAYER ALIREESESEER _.-__ _� 3 I/O' ANNEALED GLASS U y7 0310. LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DBSCRCPTION pi DETAIL LAMNATE DESCRIPTION 1 1/8' HEAT-STRENGNTENED GLASS SAFLE5 PVB Dr 'SIILUTIA' Br IRTE PVB 2 0.090' PLASTIC INTERLAYER 3 3 1/8' HEAT-STRENGHTENEO GLASS 1 Cl 0 0a or LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION 2 1/8' HEAT-STRENGHTENED GLASS 0.090' PLASTIC INTERLAYER 3 I/O' HEAT-STRENGHTENED GLASS WDNATE DESCRIPTION SAFLEX/KEEPSAFE Br 'SOLUTu' LAMINATED GLASS COMPOSITION - TYPE P 2 MASS DESCRIPTION 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS DETAIL 0.600'-I- GLAZINNNN770G0O DEPTH LAMINATE DESCRIPTION 'SILICONE 8PTI0NS5 110V CORNING 899 SCINEE-MOREHEAD 5731 TREMCO SPECTRUM 2 EUTACITE PVB Dr 'DUPONT' INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEL GLASS DESCRIPTION b) DETAIL ._ ___._1 LAMINATE DESCRIPTION l I/O' ANNEALED GLASS SAFLE5 PVB Dr 'SIILUTIA' 2 0.090' PLASTIC INTERLAYER ■ 0 .N/4 3 1/8' ANNEALED GLASS rAii=T=-='_' -T-T •7�0 4 1/4' INSULATED AIR SPACE EMMEN _ 3 1/8' ANNEALED 61655 (x) f 0 44 F) 0040• - INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM 01.023 DE8CRIP1109 AJ DREAD. /ANIMATE DESCRIPTION 1 I/O' ANNEALED GLASS Br 'DUPONT' 2 0.090' PLASTIC INTERLAYER ■ O 0/I'PVB 3 I/O' ANNEALED GLASS T 4 1/4' INSULATED AIR SPACE Nom Br�ISIH1 5 1/8' ANNEALED GLASS (x) t 0 47 4/ 44 r - INSULATED LAMINATED GLASS COMPOSITION TYPE G I1'Etl MASS DESCRIPTION I40 DETAIL 1 LAMINATE DESCRIPTION I 1/8' HEAT-STREN6HTENED G1_855 PVB Br 'DUPONT' 2 0.090' PLASTIC INTERLAYER ■ Q l/4' 3 I/8' HEAT-STRENINTENED GLASS_- ,T- 4 1/4' INSULATED AIR SPACE 710.26 "_- 5 1/8' ANNEALED GLASS (x) 1 0 47 A) uw' - U) VINDOV5 WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT. IN THE HVHZ, THE L4 EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER' PRESSURES OF THE WINDOW OR L1011 SMALL GOVERN 8 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS, (SEE ELEVATION AT SHEET /2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE PERIMETER CAULKING WINOOW FRAME EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR s MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. `n� / 12 S.O.S. X 1 1/4" L. SHIM r 1 (SEE ELEVATION AT SHEET /2 INTERIOR r� FOR LUX. FASTENER SPACING) ill, -4111112 Z ifil _l19 _ PERIMETER SEALANT WINDOW FRAME NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO DE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 18 GA. 1.11N. THICK - 0.0481 B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL •• ••• • • • • • •• EXTERIOR • • • • • • • • • •• ••• •• • • • •• • ••• • 0•• ••• ••• • • • • • • • • • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • 11. • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• •• • • HS -0700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-77051 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 l VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 I FRAME SILL TRACK 6063-75 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-15 ALUMINUM 11 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' 1 6063-T5 A1.UMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 88 X 3/4' P.H. PHILLIPS 13 FS -040 AS REGD. INSTALLATION SCREWS 814 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB 83033 15 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS -001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 x 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -0412 SILL RAIL ASSEMBLY SCREW 08 X 2 1/4' P.H./PHIL. 26.1 HC -044-1 2 WEEP FLAP B. BAFFLE x 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 4/2' X 2' L. 27 HC -040-1 2 SASH ROLLER & HOUSING x 28 HC -026-1 1 SCREEN FRAME & MESH x 29 x I ATTACHMENT SCREW @ CLIP 08 X 5/8' S.O.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 x 2 LAMINATED GLASS See Details @ L.H. of' sheet 9 34 x AS REO'D. GLAZING SILICONE. See Details 0 L.H. of sheet 9 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT x 37 x AS REQ'D. PERIMETER ACRYLIC CAULK OST POLYSEAMSEAL PRODUCT REVISED ax complying with /he Florida DoiCode 0e• IA- ACTspinncpNmceNo cypimrion,00tg _ 24.41f,1 .T 4. L_ _L N 06611'5fd0PF0 non 1 WD A, 0 10 10 10 m M � 10 N Q 0 ) O 0el 0 40 010 > z H0 wa. ao�a SERIES -8700 HO A LD 1 0 0 0 1 '8' - Revised date for the FRC -2014 O$ 1 z S i 1 18 FRAME HEAD L-7703 ^1.256-- I— FRAME FIXED L-7701 O .7' JAMB 062 pp SILL TRACK L-8702 O 093 rTsaL=150 FRANE JALIR `\ FRAME TOP CORNER L 01 N.W. 90 ST. 1 JL C I S ®1 a MEDLEY, FLORIDA 33166 (I/VDVSTRIE S. INC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW' EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS am. 0 o O 0 0 r` O I j 111 HEAD .044 2643 — 062 SILL RETAINING CLIP L-8705 0FRAIAE 1 O 2.651 VENT TOP RAIL \\ ----fA39� 1.416 -- —062 RIC \;\ ERAUE O JAUB O FRAME BOTTOM CORNER RAZ FRAME SILL L8701 FRAME L-8703 VENT JAMB I .754 I— 2.000 A62 2.374 2.643 cf ---.062 r VENT SPRING L-7639 LATCH A62 VENT TOP CORNER \ FRAME MEETING \ - VENT AMR RAH ` '\ FRAME till �\ . 1 � j •'` — 1235 4111 VENT TOOK RM • 2.655 \ vrtr . \• 1' ! r FRAME SILL \th 5O / MEETING RAIZ, • / FIWAE S1LL — .698 —.750— Yo 'B' - Revised dnte_fe. the FBC-2014 n m o VENT INTERLOCK L-7705 RAIL FIXED MEETING L-7704 RAIL VENT TOP/BOTTOM L-7707 RAIL 5 ((r O U 062--- 2062 O ---A62O VENT BOTTOM Rorrou RAR ''- CORNFR 1 Zz 5 ti 079-- 1.304 LLfj--IS �L(�- 2283 1.375--I 1 FRAME & SASH CORNER ASSEMBLY DETAILS[-- .062-1.163 I VENT JAMB RAIL L-7708 SILL ANCHOR 1.3-2 830 O .185 •• CLIP • • • • • •• 094 1S• • • • • • • 708�IEA• ! • • •• • •• •• .773— • • • • ••• • AP • • • • • •• • •• • • `"'L G BEAD • Cl •...r,„:. • •• • • • ASO — SILL 1.087062 1230 RISER 20 I —ZOO PRODUCT Rill/MED as complying xitl, rha Florida HIJIAIng COdc Q ` ytyltrry7 �' �,0" .1, i:: 11 y °•,.. • `:BJP zz ' �, . PIMa �> 'h�j /4 Gid, 4 "' '1%. � l6 o it�•��_-1 `A� a''.'��y'' ..... .cg Y a �.�1 n4', ,•-\:,..., ,74t1ttyliyit''''' L' p'`' OB J IA56 — 2AOO —062 r i ••• • • •• •• 2.794 •• •• •• —,773— JI- __ —.050 �} nc«plm,wNo''�Ci. .1.4"' G im�ooDnic,64„7 1u.6.�y • ils, _ IT .. ..I_o , iirM4I5 lle 1',ndOU Conntil', � 1235^ • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 901h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: 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 "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County P.oduct Control Section Revision stamp with the Notice of Acceptance number and Expiration.date.by theMMlili—Dade.... MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamldade.gov/economy. County Product Control Section. • • . . . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or loo, city, state, . series, and following statement: "Miami—Dade County Product Control Approved'r; enress otherwise noted :• • • herein. • • • RENEWAL of this NOA shall be considered after a renewal application has be • I'M and there had been . • _ no change in the applicable building code negatively affecting the performance of this pr•oduct. • • . TERMINATION of this NOA will occur after the expiration date or if there has:beart a revision or chants: : Lawson Industries, Inc. NOTICE OF ACCEPTANCE: 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 "G", dated 04/15/15, 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 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under 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 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-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 7AS 202294 • • along with marked—up drawings and installation diagram �f jamimnp.'ODtswiIIg.... French door, prepared by Hurricane Engineering & Testing, inc ,•Test Reports No.'s •; HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and•HET1-04 41371, issued•••• on 03/08/04 and 03/12/04, all signed and sealed by Rafael E.1kAeda, P•. , • ; • (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. HETI-02—T095 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) .• E-1 af:44C).. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 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 Entry Test, per FBC 2411 3.2.1, 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-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted 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 Resourns i iRER):' • ' . ' • • • E. MATERIAL CERTIFICATIONS •••• • • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amer'itd, Inc.'for their . "Kuraray PVB Glass Interlayer", expiring on 12/11/16. •. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Anwie.a,, Inc. for.their . • "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. : • : • • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch>rmic!al Coding (M4): for their "Saflex CP -- Saflex and Saflex HP Composite Glass [nterlayej w th • PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. 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. —1 (Submitted under previous NOA No. 12-0127.23) Jaime D. Gascon, P.t. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 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, HETI-09-2624 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, HETI-04-1896B, HETI-04-1377, HETI-02—T095, HETI-02—T090, HETI--02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-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. 05-1116.06) G. OTHERS• •• 1. Notice of Acceptance No. 13-0328.11, issued to Lawson hfdus• 'tries,:lnc.'ifor their'. Series "La Porte 8'-0" Outswing Aluminum French Doors„Th .jvI.I.", approved .on . 06/06/13 and expiring on 06/05/18. •••••• • .... . .•.. • . . . . .... .• . . • • •. • . • • . • .. .. . .•.• • • . . • Jaime D. Gascon, ` . E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-3 IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS ITEM / DR1F'0 / PART / REQD. DESCRIPTION L-901 111-098 FRAME HEAD 2 L-902 LII -097 FRAME SILL 3 1-903 111-090 2 FRAME JAMB 4 1-904 L11-096 2 SIDELITE JAMB ADAPTER 5 1-906 L U -092 2 x panel PANEL TOP 6 BOTTOM RAIL 1-907 L II -091 1 x panel HINGE STILE 7 L-905 LII -094 1 x panel LOCK STILE L-909 L11-095 2 x panel TOP 1. BOTTOM RAIL ADAPTER 9 L-911 LII -085 AS REO'D. 1/4 ROUND ALUM. BEAD - 7/16' 10 L-912 LII -087 AS REO'D 1/4 ROUND ALUM. BEAD - 3/8' 11 FD -624-2 1-908 2 x panel HINGE LEAF ASSEMBLY REMARKS 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-16 ALUMINUM 6063-T5 ALUMINUM 6063-T6 ALUMINUM 6063-16 ALUMINUM 6063-16 ALUMINUM 6063-75 ALUMINUM 6063-T5 ALUMINUM 6063-15 ALUMINUM 6063-T5 ALUMINUM 12 VWS-001 TP 3286 AS REO'D. Bulb Vinyl Wts'p: Tenn Plastics, Inc. 13 PWS -001 ■ AS REGD. VTS'P. 2 TOP/BOTT. RAILS 14 PWS -002 ■ AS REGD. VTS'P. 9 FRAME HEAD 6 JAMB 15 L-910 LII -089 2 x panel STRIKER MOUNTING PLATE 16 FD -619 FD -619-1 2 x panel STRIKER PLATE 17 F1-631 111-086 AS REGD. GLAZING ADAPTER 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT 19 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET 20 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET 21 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET 22 ■ FS -035 AS REQ'D. Frame Install. Screw - Head 23 ■ F5-035 AS REO'D. Frame Install. Screw- Jonb/SRl 24 ■ FS -026 8 FRAME ASSEMBLY SCREW 25 ■ FS -012 AS RE0'0. JAMB ADAPTER SCREW 26 FD -634 111-171 AS REO'D. 1/4 ROUND ALUM. BEAD - 11/16' 27 ■ FS -043 8 GLAZING ADAPT. ATTACH. SCREW 28 ■ FS -049 2/Panel Double RoR Assembly Screw 29 ■ ■ AS REQ'D. NEUTRAL CURE SILICONE 30 ■ ■ AS REQ'D. NEUTRAL CURE SILICONE 31 ■ AS RE0'D. NEUTRAL CURE SILICONE 32 AS REQ'D. Laminated Gloss see Pg. 5 33 ■ r AS REQ'D. Laminated Gloss see Pg. 5 34 AS REO'D. Laminated Gloss see Pg. 5 35 ■ HC -002 2/Panel PANEL ASSY ALUM. PLATE 36 • HC -004 2/Panel Panel Ass'y Full Lenght Rod 37 ■ F5-011 8 HINGE ATTACHMENT SCREW 38 FS -044 12 SIDELITE ATTACHMENT SCREW 39 HC -006 S2PP050BG14 6/Jamb 1/2' Dlo. Hole Plug - Nylon 6-6 40 HC -007 62PP087BG11 2/Panel 7/8' Dia. Hole Plug - Nylon 6-6 41 ■ HC -010 1/BOLT FLUSH BOLT Sill Plug - Nylon 6-6 42 L-913 LII -086 AS REO'D. 1/2 ROUND FALSE ALUM MUNTIN 43 . ■ AS REQ'D, INT FALSE APPLIED MUNTIN 44 L-915 FD -623 AS REQ'D, FRAME HEAD SHEAR PLATE 45 L-916 L11-117 AS REO'D. FRAME LOW SILL - OPTIONAL 46 47 48 F1-635 FO -626 FD -627 HC -050 F1-626-1 FD -627-1 2/Panel 2/Panel TWO-POINT FLUSHBOLT LOCK FLUSH BOLT GUIDE ALUM. ANGLE 2 -Point Lock Bolt Guide ANGLE 49 ■ AS REGD, Joint Sealant- White Colored 50 FD -638 H2- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET 51 FD -637 02- 1 SET MULTI -POINT LOCK ACTIVE 52 F1-640 02- 1 SET LICK PASSIVE HANDLE 6 TRIMSET 53 FO -639 MC - 1 SET MULTI -POINT LOCK PASSIVE 54 55 FD -641 HC - FS- 2 x panel 4/Guide Multi -Point Lock Bolt Guide Bolt Guide Attachment Fastener 56 57 FO -642 FD -643 HC - HC - 1 x Lock 1 x Lock Lock Top Mount Adapter Lock Bottom Mount Adapter See Materlol Composition at Sheet 6 Schlegel FS - .187'w. X .210'9, Schlegel PB - .187'w. X .330'h. 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-16 ALUMINUM (8 TOP 6 BOTTOM OF LOCK STILE) KVIKSET - Series 6901 C1314B0 SCHLAGE - Series FB350 COMBO DEFIANT - Series 831 COMBO (See Notes of sheet 4 of 6) (See Notes of sheet 4 of 6) 1112 X 3/4' PH: PHI. 1110 X 3/4' P.H.-PHI. 6063-15 ALUMINUM 88 X 1 1/4' FR -PHI. 3/8'x2 1/4' Hex Screw 6 Nut Schnee -Morehead SM -5731 Dow Corning 899 Trenco S-500 Dupont - Sentry Gloss Plus Dupont - PVB Soflex - PVB 1 1/2'x 2'x 1/8' (6063-T5 ALUM) 3/8'01(.-200 Rod, Plate, Flange Nut R10 X 3/4' P.H./PHI. 810 X 1' PH/PHIL. - (17' OC Max) MICROPLASTICS - Rockwell M-79 MICROPLASTICS - Rockwell 44-79 SUNCOPLASTICS Inc. Rockwell M-79 6063-T5 ALUMINUM 1.25' X .022' STOCK ALUMINUM 6063-T5 ALUMINUM - 4' long 6063-75 ALUMINUM OPTIONAL S I tf •7II.o of IIP) • 11 1 1/2'x 1 6/2'x 1/8' Ain, 6013175• 3'x 3'x 1 I/14 1/8'•/4.0..06-1C 'Purvis Cdr46uper•3! • • • ASHLAND 0V5201A-A ASHLAND 11V5110 -SIAM ASHLAND:4520 .is • ASHL#MI1 119/5110-`TPAS4 • • • • NYLON %-A ockaIll M &cull 49• • 116 x 1/2'1+.H./PkIli• • • NYLON Il ,TER • • • • • NYLON ADAPTER Sldellte Pone) Vkith ( 33 13/16' max. 1 1 L 4. .L x6' u =X d 1._ tto 1 ANCHOR NOTES - 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS. 2 SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. 5 1.3iy 6' fJ 85/9' - 6.2 hinge Sidelite 145 1/2' Max Unit Vldth Same sootier spacing Swing silt Pan.l Wl6' dt ( 35 n 1 3/1max. . 1 1 1 / 610 SEE ALTERNATE BOLT OP3K1N3 AT SHEET / 3 of fi 1 1 25' Max, DLO WIdt /?/ m I el°11a7 5/B' - l3 1/8' 1_6' (nox, ac. 1/ (at sIdelite) VOTES' 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAX. FRAME SIZE 146 1/2"w. X 95 3/4"h. OXXO 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 6). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 8). MAX. DAVITS OPENING WIDTH = 25" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET loft/ FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE 1N INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED 11(UUULI MtVISbU as complying with the Florida Building Coda r Accep10nc0N, _• Revieicn Note.: Revised to comply w/ FBC2004 -11/01/06 Revised to comply w/ FBC2007 & added In,ulated Glass 01/28/10 bland Mult-Point Look 01/27/11 Revised to comply w/ 2010 PBC Revised to comply w/ 2014 FBC / / //: / Active Inactive\ 6 1/2' dead -bolt / 1 _ T 0PFI0N6 AT ALTERNATE L6' � _6 6' 6� 3/4 �- 12 3/4,-1-64 /2 4 1/2'14 1/8.-1-6:142141-611 /8' /4 t/4 , ET (00x. 0.c, 0cm' Oa 0 t. inEEEEE active panel) Inncilve panel) NOTE: Same enehar spacing at frame heed &.411 _1 1-3)' 5' T "OXXO" EXTERIOR ELEVATION NO: 1). THISTESPRODUCT IS DESIGNED A5 PER 2014 FLORIDA BUILDING CODE - 5111 EDITION. 2). GLASS MEETS REQUIREIAENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FBC 2014 CODE. 3). 12 OR 22 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED A5 NOTED ABOVE ANO ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: 4). MAX. DP - 386 PSF W/ (4) Surface Bolts & Gloss Types A, B. C & 0. (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. DP = *76 PSF W/ 2 -Point Lock (active)+ (2) Surface Bolts at Inactive 3). MAX. DP - 376 PSF W/ Flat Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 4). MAX. DP - 386 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nelson Erazo Dab (40.ML• 01/16/16 Dat. Nem.: 01/20/12 n.L■. LA WS ON (UIV3oLTsTRIm5. Irse. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER 05 QUALITY ALUMINUM WINDOWS AND 11422 DOORS Drove Maw M Max Ned 04. o,p Sn4./MedA Bow 81.06 1109 APPROVAL IMPACT FRENCH DOOR 1 OF 6 "La Porte" Impact" French Out -Swing Door E.7wow. Menem a'mbrD'rr FD -2003 lawmen L.w1 G (INIDUSTRIES, INC. ) 110 7/8' Nox Unit Vldth Swirl 9 Poral6" VWihma.cr-f I-<.-35 3/1 SEE ALTERNATE OPTIONS AT SHEET 3 of 8 I 95 3/4' Max Unit Height C 95 1/4' nax. height for Door w/ Low 1/2' hi Si(L ) Panel Height < Max. 93' hl ) I DP 050 ) ■ Ir xr 011 11 -� II - II0I x(/ II RIDTR • 115 Hox.IIIILO 11 IrK'- 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 1/4' 34 1/4' C II tiA < '/ ©f II g.= f all � Inactive II II JI a // // +76.0 D IF 5 O,./,-.- II II 11= II 11 ii 7- / II II_ I( II 5 \Aci,LV.eI I0 +76.0 I- I 11 II --it-fir-_- = p0/ I/ ±86.0 29 3/16' I. 1 +_76.0 ID - nL 1�t- _ lr irri 31 3/16' I�I - ±76.0 r I I „ .I 576.0 A. r +76.0 "OXO" ELEVATION Sldellte Panel Vldth --- ( `33, 13/16' max. ) r T SEEALTERNATEAT ASHEEf T O Sof 0 145 I/O' Max Unit Vldth AIL hh SEE ALTERNATE BOLT 3PT1Ons AT SHEET Swing Panel %NON < 35 3/16' ren)71 O Z II, II Hax. DLO VId0I' HII £38 yo_ I1• • • ' 15EE ALTERNATE BOLT -X.1 / ' OPTIONS AT SHEET "0)0(0" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHORHi{ O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET T/PES.6 FOR INSTALLATION • 74 I/O.' Hoo UNt Vldth Sldellte Panel Vldth < 33 13/16' mil 73 5/16' !lox Pring Pone1 (3 3/16'' max. Unit Vld5OPTt�h[ IONAL SE±6 ASHE 3 of 6 0 95 3/4' Max Unit Height C 95 1/4' nax. height for Door w/ Low 1/2' hi Si(L ) Panel Height < Max. 93' hl ) I DP 050 ) ■ Ir xr F- II 831/8' �� f Mox. DLO Height \T II II II 7 RIDTR • / 11 II /: II_ II 1.4 IL 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 1/4' 34 1/4' OII A tiA < '/ II • all � Inactive II II JI a // // +76.0 +76.0 5 _ 17 3/16' ii ±76.0 +_76.0 5 ±86.0 23 3/16' +76.0 .76.0 +76,0 5 SEE ALTERNATE BOLT 3PT1Ons AT SHEET Swing Panel %NON < 35 3/16' ren)71 O Z II, II Hax. DLO VId0I' HII £38 yo_ I1• • • ' 15EE ALTERNATE BOLT -X.1 / ' OPTIONS AT SHEET "0)0(0" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHORHi{ O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET T/PES.6 FOR INSTALLATION • 74 I/O.' Hoo UNt Vldth Sldellte Panel Vldth < 33 13/16' mil 3PT11085 AT S�HEETLT ELEVATION "OX" 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 AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. • • •® • a •• • • •P • ••• • ••• • • • • • • • • • • •• • • •• • • •• • •• ••• • ••• • PRODUCTREVISED as Building complying dwith Ike Florida Acepn50014 �. O",^O Acceptance No ///1viG7D . Ety�• sato +T7"- ZO MIAMI 1. SOTOS Product Control ••• la • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Revision Notes: OPTI OONSTSSliEATE BOLT (1 3 af 6 "X" ELEVATION ESEENIN�NASHEET T 3 of 6 "0" ELEVATION "LaPorte" IMPACT FRENCH OUTSWINO DOOR - DESIGN LOAD CHART PANEL MTh 1 GHT ACTUAL .vrr WICKES) NUME11R OP ANCHORS /1A1® DP I DP 050 ) II Ir xr F- GLASS TYPE 'C" +/-(058) 831/8' �� f Mox. DLO Height \T II II II 7 RIDTR • / 11 II /: II_ II 1.4 IL 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 1/4' 34 1/4' 014_1 5 1 11 3/16' (1 3PT11085 AT S�HEETLT ELEVATION "OX" 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 AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. • • •® • a •• • • •P • ••• • ••• • • • • • • • • • • •• • • •• • • •• • •• ••• • ••• • PRODUCTREVISED as Building complying dwith Ike Florida Acepn50014 �. O",^O Acceptance No ///1viG7D . Ety�• sato +T7"- ZO MIAMI 1. SOTOS Product Control ••• la • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Revision Notes: OPTI OONSTSSliEATE BOLT (1 3 af 6 "X" ELEVATION ESEENIN�NASHEET T 3 of 6 "0" ELEVATION "LaPorte" IMPACT FRENCH OUTSWINO DOOR - DESIGN LOAD CHART PANEL MTh 1 GHT ACTUAL .vrr WICKES) NUME11R OP ANCHORS /1A1® DP PANEL WIDTH DP 050 ) GLASS TYPE 'A" & 'E" +/-(PSP) ACTUAL 8TL8 (INCH88) GLASS TYPE '0' +/-(PSP) GLASS TYPE 'C" +/-(058) CSS LA TYPE 'D' +/-(PSP) RIDTR • mom • cm • 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 1/4' 34 1/4' 77' s(5) 5 ±86.0 11 3/16' +76.0 +76.0 +76.0 5 +86.0 17 3/16' +76.0 ±76.0 +_76.0 5 ±86.0 23 3/16' +76.0 .76.0 +76,0 5 ±86.0 29 3/16' +76.0 +76.0 +_76.0 5 286.0 31 3/16' 276.0 ±76.0 276.0 5 +_86.0 35 3/16' 576.0 ±76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' 'CO 6 +86,0 11 3/16' ±76.0 576.0 ±76.0 6 +86.0 17 3/16' ±76.0 +76.0 +76,0 6 +86.0 23 3/16' +76.0 ±76.0 .76.0 6 +86.0 29 3/16' ±76.0 176.0 +76.0 6 ±86.0 31 3/16' ±76.0 ±76.0 +76.0 6 ±86.0 35 3/16' ±76.0 +76.0 +76.0 Revised to comply w/ 011C2004 -11/01/015 Revised to comply w/ FBC2007 & added insulated Glass 01/22/10 Ashlsnd Mult-Point Lock 01/27/11 Revised to comply w/ 2010 PBC Revised to comply w/ 2014 PBC Rid CNelson Eraso 01/10/10 • OPERABLE PANEL MUSTMEETAPPLICABLE R 0016(8ENTS PER BUILDING COOS. • 0 PARENTHESIS INOICATES # OF ANCHORS AT FRALIE MAD. LA WS ON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUAIJTP ALUMINUM 31±2002 AND GLASS DOORS Drown Nelson Eraso Sr 2d. Nev. 01/20/12 Dm• Clew /ML rb•. /red Cake.. S.A./2ade Iter. 9Ar.e NOA APPROVAL IMPACT FRENCH DOOR 2 OF a "La Porte" Impact" French Out -Swing Door Rw.: n.ks. 34/000.. M0 0.0 FD -2003 Melon L.wtr 0 5/16' TAPCON W/ 1 1/2' MIN EMBED. <SEE NOTES BELOV FOR SPACING) 2 x (RT.) WOOD BUCK 1/4' MAX, SHIM TYP. INTERIOR SIDE I x MT.) WOOD BUCK (SEE NOTE 3, SHEET 1) \ 15/16'1/2 TAPCON111EI4WD 1/2' MIN EMBED. SEE ELEVATION. AT ' SHEET 1 OF 6 FOR SPACING JAMB MULLION LOCK STILE 41) ED GO • CD r;. Active O Sldelite MULLION JAMB Inactive O 17 O Sldelite 1 1/4' HIN -EDGE DI TYP Active 1 }' — MIN EMBED TYP DLO Width Panel Width 1 1/4' . Minimum Edge Distance EXTERIOR SIDE "OXXO", UNIT WIDTH 1/4' — MAX SHIM INFERIOR SDE Inactive Active INTERIOR SIDE Inactive L_J LOCK STILES WITH FLUSH BOLT E%'IRRIOR 8)2 MINAT D OL SS L_J LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT mCT®t1014 807E INTERIOR SIDE EXTERIOR SIDE 2' SID • Height 1 i• MIN EMBED. INTO • , 3500 PSI CONC. CTYP.> 1 1/4' (MIN. EDGE DIST.) • Active OPTIONAL BOLT ® Inactive e TOP RAIL TWO-POINT MULTI -POINT MAX. DP - t76 PSF MAX. OP = t86 PSF OPTIONAL LOCK DETAILS • • • • • • • i • •TR0)W$ J. 20508 PR YMSI!illiLINERR • • • •• ••• •• 8 5/16' ELCO TAPCON W/ PRODUCTREV1SED • • • • 1 I/O' ten EMBED. es • complying mint the FlOtld- • (SEE SHEET 1 OF 6 1t18 M 4. FOR LOCATION AND SPACING)AL ,� 0 J rete _'d�L��- - 40, 0 OPTIONAL - DOUBLE BOTTOM RAIL DFTAII BY h 416mi ado Product Control NRQrrl�' S,c GS`� • 55225 1.7�• g' `Ait OF•:"4... DATE OPTIONAL BOLT ® BOTTOM RAIL ( SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH BOLT & TWO-POINT LOCK LIMITATIONS: 1). MAX. DP = ±86 PSF W/ (4) Surface Bolts & Glass Types A, 6, & C. 2). MAX. DP = ±76 PSF W/ 2 -Point Lock (active)+(2) Surface Bolts 0 Inactive MINEMBED <TYP.) ANCHOR NOTES. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. (8) OPTIONAL SILL 1 1/4' (MIN. EDGE OI5T.) 01 FIAT SILL NOTE* DOORS 1 SIEELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 760 psi DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. MIN EMBED. INTO 3500 PSI CONC. (TYPJ 5/16' ELCO TAPCON V/ 1 1/2' 14114 ENDED. Revision Notes: Revised to comply w/ FBC2004 -1101 06 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland Mult-Point Lock 01/27/11 Revised tocomply w/ 2010 FBC Revised to comply w/ 2014 PBC R..t"d 64,4 Dab DA Nd: 01/16/16 LA WS ON (,INDUSTRIES, INC.) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF 800011' ALUMINUM WIDOWS AND CIISS DOORS D,.. Clam NOA APPROVAL M Cow q.s Cabae.tp R.414./564•4 IMPACT FRENCH 2000 27.04 300 6 Drew% I. Nelson Erase Nelson Erase Dar. Dww• 01/20/12 "La Porte" Impact" French Out—Swing Door SNb: n.t.s, "form. Number/ Dt" • N..nrm FD -2003 2.06.40 L.w: G ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • (IN]DtJSTF2IES. INC.) 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE BELOW FOR SPACING 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) 1/2' MIN. EMBED.) MB m INTERIOR SIDE r -1LOCK STILE m m 0 CD 0 JAMB ID ® 0 Active �= i` I ��. O Inactive i �� Jjr)lililM , '�J !` ,ir, I:A ® O ® iA I . n m 5/16' TAPCON V/ 1 1/2' MIN ENBED. <SEE NOTES FOR SPACING) UNIT WIDTH EXTERIOR SIDE MIN. EMBED I TYP EL HEIGHT 1 - Id w x is O a) ®AN® TE® 0 I� I EXTERIOR SIDE 2xCKP.(SEET. VD. BU NOTE 3 AT SWEET 1) 1/4' MAX. SHIM TYP. GLASS INTERIOR SIDE SILL . Height --I 1 1/4' (um. WOE DIST.) UNI 1/4' — MAX SHIM 1 1/4' MIN. EDGE DIST Tyr r • 1 111' N1N ENDED. TYP } 1 1/4' DI (EDGE ST.): •'•;'' ITYP.' —1 k'_ MIN EMBED (TYP.) 5/16' TAPCON V/ 1 1/2' HIN EMBED. SEE NOTES FOR SPACING 1 x (P.T.) W1702 BUCK (SEE NOTE 3, SHEET 1) 1/4' MAX. SHIM TYP. Sidellte Attachment Scree ( 6 Screws 0 each side of Jambs, - 12 total per cldellty ) INTERIOR SIDE PANEL MIN EMBED TYP . 5/16' ELCD TAPCON V/ 1- EXTERIOR W -J PRODUCT REVISED as complying with tho !arida Budding Code Acceptance No 17. MN. OC SILL ; 1 1/2' MIN EMBED. (SEE SHEET 1 OF 6 FOR SPACING) ♦♦ 1 1/4•• (MIN. EDGE DIST.) ode Produce Control ,1 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE ,po— w ® LOCK S Y GO Illi 0 CD 41-11, 4 irk R1 _ �II�I�A� �;.1 m �Om JAMB Active UNIT WIDTH EXTERIOR SIDE 4. 5/16' TAPCON W/ 1 1/2' HIN SEE ELEVATION AEMBED.T SHEET 1 OF 6 FOR SO4C1NG 9��07 • ♦ • •TR01M601. SOTOS • • • • PR•FFEHIOI�eI.1 ENGINEER • Jyyang • • • . ..A� •L � • • • •� i N SS .. \ I.,,,V!iie. 4....•4:4-r:, , rr•L�•'• '. •� •, * ' 55225 tr I. i �1•'MIN DRIED INTO '1:, Ti1 OF Lw.N�1elghantt • 3510 PS NC. • . • TYP.) • • •• 'O R•0�'1 .• ;'. I DATE )19 k;6` ® INTERIOR SIDE LOCK STILE 111111.11.1111 kii 0 O E��`ssssnssr t �__( Active Inactive EXTERIOR SIDE I_ 1 INTERIOR SIDE - ®LOCK STILE 0 CDrm 1 1/2' (MIN. EIIDEO.) TYP. LOCK Active cul /o�r.) I 'ra iuMJri"; TYP. Active03) STILE W_tt— ,II=� CDS LeJ EXTERIOR SIDE 0 INTERIOR SIDE EXTERIOR SIDE OD INSTALLATION FASTENERS NOTES. "1X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16' X 3 1/2" Long TAPCON(.) JAMB: 5/16' X 2 3/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) (.) TAPCON BY "EI.CO ULTRACON" '2X BUCK' MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16' X 3" Long TAPCON(.) JAMB: 5/16' X 2 1/4 Long TAPCON(.) MULLIONS: 5/16' X 2 1/4' Long TAPCON(*) (•) TAPCON_BY 'ELCO ULTRACON' INTO 3500 PSI CONC. MIN NOTE: N L FASTENERS W/ 1 1/2' MIN EMBEDMENT 1 1/4" MIN. EDGE DISTANCE & 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy=155ksi ANCHOR ULTIMATE STRENGTH Fu=177ksi • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. SPACING AND LOCATIONS ) Revision Notes: Revised to comply w/ FBC2004 -ii/i7OB Revised to comply w/ FBC2007 k added Insulated Glasse 01/22/10 Ashland Mult-Point tack 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 FBC R"a.4 Ria Part 01/16%1(1 01_— — Nelson Eraso 10.40. Bp Nelson Er•so LAWSON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CUSS DOORS D.'.. CYm: Pori C4..., Rad Wormer 30w./1.04 Nmn- 1004 NOA APPROVAL IMPACT FRENCH 0008 4 OF e "La Porte" Impact" French Out—Swing Door S..4: RV/m ow. • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • a ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • ImawNe Nraro." FD -2003 040011404 Lw,.4 °10A GLAZING TYPE &DESCRIPTIONS SIOELITE ATTAO¢ERT ,0".-EMOVE �s 12 1/4 STIEVr eaz �,, Rle . v PN/PML INTERIOR SIDE 17 Claxing Adapter .466" OJA Laminated Claes by Du out - Glass Type "A" ..... AsuMaLr saEVS ea //i ale . 8/4• PN/NOL. /— VEAHERSTRIP FACE u —_ \ Li \ ' _ co olLaroxc 5/e' Glazing Depth r 1 SBM DESCRIPTION DETAIL 3Uloone Caulking1 3/16' Amealed 2 .090' DuPont SGP Inlerinyrr • 3 3/16' Annealed ne6a• V ` SIS/lei\I\1�� ,tIIMII� Glees .340" 0/A Laminated Glees by Du ont - Glass Type "H" ` - ! - -—F '� cLLL PL � _ by Dupont by Dupont or SOlutla Types "B" "C" ITEM D68CReTION DaT10. l''''.°11111-.- ' • \CALM (SLAO(NGsiDE) SILL SEALANT DETAIL NOTE. WADER TO DE SEALED SIMILAR ITIle RENOV[/ TO Sal FRAME ASSEMBLY DETAIL /''MING[ .__....__ AOAPTFJt� 1MERIOt SIDE SIDELITE/JAMB ATTACHMENT ACCESS HOLE', LUT 10311' STILE INTERNAL TIaSADED ROD B°BBJAMB i` ` DETAIL ' A", or 1 1/8' Annealed (SEE TABLE V/ CORRESPONDIN GLAZING TYPE L DESCRIPTA 2 090' DuPont PVB Interlayer R§I1y r I1 —� 1/4 Round Bead O 0• 3 1/8' Annealed saw ® ® EXTERIOR SIDE .340" 0/A Laminated Glees by Solutla - Glass Type "C" GLAZING DETAIL #1 Trs1t DESCRIPTION Drum Q I 1/8' Heat-Strengthened (.loss ! 2 290' Snflex PVB Interlayer •— 3 1/8' Heat-Strengthened Gloss 1' * 4T DEPTH LOG —. LOW PRE-PUNCHED N]E ii,•7777 /- •- - e HINGE ATTACIe8NT i14,SCREWS of ale M 3/A' PH/PHIL HINGE ATTACHMENT DETAILS ACUSS NILE / ''4,I P1R l� ' / W 3' DIA 10 RANO HINGE LEAF TO OMR STILE`:�IIII.� INTERIOR 910E Clash) Slloona GLAZING TYPE & DESCRIPTIONS IO Glastng Adapter 5 16" Laminated Glass 0 ® / 7/e .340" 0 A Laminated Glass bySoluUa - Glees Typo "D". / 'JI' ® Gle•.g »a,� ball DESCRIPTION V• DETAIL (SEE TABLE V/ CORRESPONDING 770 GLAZING TYPE L DESCRIPTION)_ ® 1 1/8' Heat-Strengthened Glass � O J/�, ^— 2 09Y Sales PVB Interlayer I/B' Heat-Strengthened Gloss A. �avA 1/4' Insulated 3 4 1/4' INSULATED AIR SPACE I — aa(o• %8 2 ace wOleae 3 1/8' TEMPERED GLASS "5" L ROTTON LEFT / STILE gTi01 HINGE ATTAG*I€NT FES MUT SCREWS Esc Ma WASHER e10 • "'' PH/PHIL PANEL ASSEMBLY DETAIL ACCESS NILE COVER ---/ J.9111�.�r / ' .340" 0/A Laminated Glass by So utia - Glees Type INSULATED SPACER 'TruSeal•- °laving Bead Dura Seat SNggle Spacer © 17'61[ DESCRIPTION DBT'1O, Black - 1/4' Alf Space PtNo. 812-25H-35 pn 7 1 VB' Heat-Strengthened Glass � J.• 2 .090' DuPont SGP Interlayer 1 1 -- EXTERIOR 3 1/8' Heat-Strengthened Glass-� •1 .t(I . _r . 4 1/4' INSULATED AIR SPACE LW,'- GLAZING DETAIL #2 5 1/8' TEMPERED GLASS 34 014 (INTOS(C <SEf SNS OR SELF DRILLING SCREWS METAS STRUCTURE NOTES FOR SPACING) 1• �l�-0.125 --{MIN EDGE DIST. ry.M a mel "'°7'. : IMT.1 N•. 814 INTO SEE (SEE THK. MIN. 1 (6063-TS AL1 N.) ALUMINUM TUBE MILLION REFER 70 APPROVED SIAM-DACE Nl1A SMS OR SELF DRILLING SCREWS NOTES STRUCTURE NOTES FOR SPACING) 1. ---I MIN EDGE DIST. I 3 Pitch Beyond , M.AAI TNdsw.. 12 GA. MIN. (fy = 36 KSl MIN.) STEEL TUBE OR COLUMN (STEEL IN CONTACT V/ ALUM. TO BE PLATED OR PAINTED) i • • Nuri Mln1 Ela 0.U° 4 Na L-4011 3 s lA•(a0. ST,UII[Is STEEL PIM 410-1 - A T 4 + I • • (sJe — �I } T'/Stt� — a �i� 1 / ii 1/4 MA%. SHIM TYP. 1 - � 1/4' MAX SHIM TYP. + T I PRODUCT REVISED xRec a •�,a 1 1 : 6. y� nom J Nc-on > - as complying with eFlOride Building Code A �. O Acte. No 1 1/4• MIN. 5/16' ELCO TAPCON V/ EDGE DIST. 5/16' TAPCON V/ 1 1/4' MIN EDGE 01531 1 I/2• • • TYP I-- TYP l I/2' MIN EMBED. INTO CONE, r (SE • S D •CP7:INCi • •• (SEE NOTES FOR SPACING) • • • • • --aces— ----ups-- soca A• ., este /7^�L�L pia .11 Ar HINGE ASSEMBLY DETAIL 11 AFD-824-2 i _ By - • Miami lade!'roduU Con ro TB• .r J. 90709 •.,,J• _ •c I ENGINEER • • r'W ,� . Vg • 1 1' 2' (MIN., I (CONC. TO BE 3 KSI MIN.) 1' ^( 112" `~�MIN. F�BEOI ED.) v: ( _•' 2 x CPR.! ADD BU•( _ i, �45§1GEwIC83&• • �;41'.Revised ��'� ♦ P .i�. ;'CI �s �, � • � S•'•Q �'� 4,....(5,-0 . 225 y" w : • • ,o �w • -.:.'0 / : f(T„ • * l TL• OF :101. • . • e.......,• .•;`' • • ,,"I .�,'C t�` o C'`'i.B ��p�''°••T"`':j:• ,AITi DATE 'rl. ", 2615 Revision Notes: /'YC la T Revised to comply w PBC2004 11 Ol 00 ply / - / / to comply w/ PBC2007 k added 8501 NW 90th St. VI,V/ U1``7// [ HT� l MEDLEY, FLORIDA 33166 Insulated Glass 01/22/10 (INIiUSTPeIES, INC.) (305) 696-8660 �-� .� I I 1/4' MAX. SHIM TYP. a l/4; NA%.fly TYP, • • • • • • • Ashland Mult-Point Look 01/27/11 MANUFACTURER OP quarry ALUMINUM ENDOWS AND GIBS DOORS Ravlaed L* comply w/ 2010 PBC Revised to comply w/ 2014 PBC >Hor ct..e *06 APPROVAL /..f Claw Prod Category: s.rw./Mwe town, IMPACT FRENCH DOOR RAM• 5 OF 0 • • • •• • • •• NOTE. TIR(AL INSTALLATION DETAILS MAY APPLY • • • • • • • • TO DDDR FRAME JANE AND/OR FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS R.w.a etc Nelson Erase D... MY O.a• 01/16/10 "La Porte" Impact" French Out—Swing Door Brawl Nel•on Eras* Pats Drama 01/20/12 aw, n.t.a. Pre Nae•.., Dnletw RN.Msl R.U4{.I. t.w4 G FD-2003 (TYP.) ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 TURN z KNOB OPTIONAL 48 TWO-POINT LOCK LOCK #HC -050 (+/- 78.0 pa DP) 3/8. O.D. STEEL BOLT oar.. GUIDE' MULTI -POINT LOCK ACTIVE CYLINDE LOCK 2 4 A 9 ACTIVE HANDLE s TRIMSET 57 BOTTOM GUIDE STEEL BOLT 3/8' OD. STEEL BOLT MULTI -POINT LOCK PASSIVE PASSIVE HANDLE L TRIMSET UPC) 57 STEEL BOLT FLUSH BOLT AND OL.TWO-POINT LOCK ANGLE GUIDE #FD -827-1 .076 -11- 1 .875 J- I rr 17 1.259 -{ GLAZING ADAPTER #L-910 111 j 050 .460 .986 -I .908 1- 28 QUARTER ROUND (11/161 BEAD #FD -834 1.500 IF .124 1.500 INACTIVE -PANEL 47 FLUSH BOLT ANGLE GUIDE 1 1/2' LONG #FD -826-1 .119 1.730 - 2.031 ---{- 1 11 HINGE LEAF #L-908 K_OSIL 726 I-4-8 QUARTER ROUND .V.2)(3/8") BEAD #L-912 3.5 - .096 1.750 1374 .1271 I 11 OPANEL HINGE STILE #L-907 4.500 - 1.812 - 1,750 065 (TN FRAME HEAD L-901 1 1/2' 41/8' SIDELITE PANEL ALUMINUM PLATE 5 2" LONG #HC -002 .045-r 0HALF ROUND '12 FALSE MUNTIN #L-913 -I I-.D7D .060 T .835 II .808 I QUARTER ROUND (1/4") BEAD #L-911 .656 4.187 1 1.750 .098J .075 5.05 OPANEL LOCK STILE #L-905 I- 1.625 IL0.198 O62 ORAIL ADAPTER #L-909 Flexible Vinyl (FPVC1 Composition - Team Plastica. Inc. 1. FPVC Black Compound No. 7200.75 Optional Multi -Point. Locks (+/- 88.0 pal DP) Active Lock ASHLAND $V5110-STACT5 Passive Lock ASHLAND 11W5110-STPAS4 HANDLE 6 TRIMSET ASHLAND 14W5201A-A HANDLE S. TRIMSET ASHLAND RV5201A-P -STA PLUS STEEL BOLT eD (a) 5/la' OD. S$Sh1 ` 071:074). 6.0 psr7• O8 GPIVE-••PANF1j. • • • 1FLUSH MR #HC -001• ••• • ••• PHYSICAL DwometcrHardrem "A", 10 sec Specific amity Tensile Strength, PSI Ultimate Elongation, % Modulus@ 100% Elengagon, PSI Impact Britdmus, ASTM NO 75 D-2240 1.45 D-792 1640 0.638 340.0 Db38 765.0 D630 .319 D-746 '2. FPVC White: Compound No. 7267-76 4.000 - 1,75 - .072 .072 - .094 .082 1 m 1- --u- (7\- 5 PANEL TOP & BOTTOM RAIL #L-908 4.500 H 1,750 H 1 .125 J .100 .136 .065 T 1.812 FRAME JAMB •L-903 .066 .063 4.500 OJAMB ADAPTER #L-904 4.349 I -L 0.078 J i 0.059 -' 4.066 8FRAME HEAD SHEAR PLATE 44 #L-915 PHYSICAL Decomelerllardms "A",10 see Specific Grari ly Tencde Strength, PSI Ultimate Elongaliok Ys Modulus@ I00%FJmgetio,, PSI Impact Brittleness, 75 1.45 1640 325.0 765.0 .30.0 ASTM NO. D-2240 0-792 D-638 D-636 D-638 D-746 • SHOWS J TOS • 8R0112 1.�. Y INg9R • • •a- `" 21144 225 Cc * p� • �iq S�a `LltsS NOTE: 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SEE ELEVATION AT MEET 1 OF 6 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS PRODUCT REVISED as complying wi0)J1w Florida Building Codc14, -. Acaptanco No '1 � a atc l MI ,, s . , Product Control 9'22.7 LAWSON Revision Notes: Revised to comply w/ PBC2004 -11/01/06 Revised to comply w/ PBC2007 & added Insulated 01ass 01/22/10 Ashland Mull -Point Lock 01/27/11 Revised to comply w/ 2010 PBC Revised to comply w/ 2014 FRC swa.s Nelson Braso 01/18//16 Dale DIVAN" 01/20/12 Drov e mv' Nelson Braso :2)8 r-.100 Ti 4.500 �:, NOTE. (2\FRAME LOW SILL #L-918 (•1 NOTE' REFER TO DETAIL 'B3' AT SHEET N 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. (124I7TJSTRIES, INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLOBS DOORS Drw Clams P$ Chic., 2164 Category Sara1/Mwdr6 Ifr.c SAa6 NOA APPROVAL IMPACT FRENCH DOOR 6 OF 8 "La Porte" Impact" French Out -Swing Door Saha n.t.s. Part NranM: Drawls', Nunawr FD -2003 Ra.Nlan DAVE G ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" datadL48118/14., prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing ahe.14iami-bade County Product Control Section Revision stamp with the Notice of Acceptance number app,1 piratiop eNteby the Miami -Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • . MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy .... . LABELING: Each unit shall bear a permanent label with the manufacturer's r rye .pr logo,. citq, state.: 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 beer; file4 and tlite•I6 been no change in the applicable building code negatively affecting the performance of tI1iS.l1ro luct. . ... . TERMINATION of this NOA will occur after the expiration date or if there has been a revisioit•or dhange in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 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. MIAMI•DADE COUNTY APPROVED 4 soul\ JlzWk NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, 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 an arch- and a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 12-0307.06) 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 rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2614, daf 49/04/0.9, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 0771.Q/0% HEXI.-09-2584, •: dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2684 and datecls0/ 10/09; • • • • all signed and sealed by Candido F. Font, P. E. • (Submitted under previous NOA No. ,12-0307.06) •• •• 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading prx•IiBC, T• kS•2Q2-94 •: • • • along with marked -up drawings and installation diagram. • of a •fecthngular • fin -frame fixed window, prepared by Hurricane Enginearmg & T• sting, Inc,, • • Test Reports No.'s HETI-09-2613, dated 09/04/09, tIET.1-09 2611; • datod • 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581; •dated 07/1M9 anti • HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font,T'. E (Submitted under previous NOA No. 12-0307.06) 4. 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 rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) cm( Jaime D. Gascon. E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 6. 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 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) 7. 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 rectangult-q.1 circular arch— and an elliptical arch fin—frame fixed window, reed bye Hurricane .• Engineering & Testing, Inc., Test Reports No.'s HETI-02;.1.1,58, dattd•.4/08/02, • • : • HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated Q24;002, all signed acus...: sealed by Hector Medina, P. E. • •"• . •• (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS . . • •• 1. Anchor verification calculations and structural analysis, complying ;mit FBc, prepared by manufacturer, dated 03/01/12, signed and sealed. by r'homas ...Sotos, • • .• •• • • ..• . • . •• • • �• P. E. (Submitted under previous NOA No. 12-030706) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E-2 Jaime D. Gascon, Pte: Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 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. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. • (Submitted under previous NOA No. 12-0307.06) • 5. Laboratory compliance letter for Test Reports No.'s HETI-09,4614, data4 09/04/09, •, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07,41'0/f i9', HETI-119-255w: dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-097M, O, datgd .Q7/10/09•,• • • HETI-09--2613, dated 09/04/09, HETI-09-2611, dated 09tQ4/,Q9, HE -'-2586E • • • dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09.167p, dated V/10/09:• • • all issued by Hurricane Engineering & Testing, Inc., signed and s'ealed byCan'dido P. • • Font, P. E. (Submitted underpreviousrtMiVo.1,2-0307.06,1 • 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dafed•03'/05/11 HETI--11-3363, dated 03/05/12, HETI-03-1778, dated 01/1€437 HETI-n-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated'01730/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange—Frame" Aluminum Fixed Window — L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E-3 SERIES -4200 7 6200 FIXED IMPACT WINDOW - FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) WINDOW F.EIGHT lVINDOV VIDTH J OUARTFR—ROUND 0 FVATION WINDOW HEIGHT WINDOW WIDTH HALF—ROUND TYPICAL El EVATION WINDOW HEIGHT LEG ARQ}1E0 PICTURE WINDOW r WINDOW HEIGHT L V INDOW VIDTH HEXAGON TYPICL ELEVATION r� WINDOW HEIGH L RECTANGULAR TYPICAL El FVATION MINDEN VIDTH r WINDOW HEIGHT L VINDOV WIDTH SQUARE PICTURE WINOOW EI EVATn1N r WINDOW HEIGHT L WINDOW DTH FULL ROUND TYPIC<L ELEVATION WINDOW HEIGHT L WINDOW WIDTH SEQIANCULAR TYPICAL ELEVATION WINDOW HEIGHT LEG HT, VINDOV VIDTH SQUARE PICTURE WIN00W ELEVATION WINDOW HEIGHT /I WMOINDOW TH OVAL TYPICAL ELEVATION F --- WINDOW HE{GHT L WINDOW VIDTH .LEQC.EiLiaT-1162LELOIA11.0 r WINDOW HEIGHT rdig L V]NDOV VIDTH OCTAGON TYPICAL ELEVATIQN WINDOW HEIGH T WINDOW HEIGH •wINDEND WIDTH • • • • • • • •OUARTFR—RAND RIatilifti • • • 'FLUPTICAL" TYPICAL FI EVATION •• ••• •• • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WHIN 4, sou*. OR RECTANELE, • a SHOW N 3TTEDaLINES ANi OBIAININ• NOSE ALLO BLE LOA. FROM OSE • SHAP S/wOV1Fp PEPODETEIi • • FASTENERS ARE IW% DESCRIBED HEREIN • FOR NA ♦ND SSACING. • • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • •• • 1 • 74.000' WINDOW WIDTH 70.812' D.L. OPG. 0 2' MAX. TYP. 0 O 7 3 ii II CII II TYP. AT CORNERS 12' IMAX. TYP. TYPICAL ELEVATION TESTED UNIT 1141E; MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. PRODUCT REVISED as complying with the Maids Building Code �O Acceptance No ro Do •.T�lvJ- H ,vliaml • ado ProduU CoIllre EXT. D. INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 18 WINDOWS ARE L.M. IMPACT MIAMI—DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN: (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30tt. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL HE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). :7.)6FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. • ••BJ•F�CT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • 40.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • 'MY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16., •MIILItNG FRIED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS • RISIN; A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE • • LOWEit DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE • rENT1AD MULLED SYSTEM. 12.5 SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALI. METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. • ••• • • • • • • • • • • • •• •• ••• • • cf) -71 N 0 z 0 C4 o 0 0 N m z A ATIONS, COMM 0 N dW O 21 I m 0 s 1 1 1 ym 1 1 x 1 1 1 4 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 111 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAVSON INDUSTRIES, INC. I/(' MALL INTERIOR SHIM SPACE VEATHERPROOF MOISTURE BARRIE BY OTHERS (TYP. EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND VINDIV FRAME FLANGE BY INSTALLER (TYP.) �: YAYAYJTYhYhVAY VJNhYJM` EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY LAVSON INDUSTRIES', 70 BE APPLIED BY OTHERS JIai@ (TYP.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL. WINDOW INSTALLATION NOTES: 1, THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE R12 SMS 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. AT 12' O.C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TIP.) EXT. GRADE CAULK 1' MIN. DGE DISTANC 1' MIN. DGE DISTANC 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WUOD. (SEE ELEVATION AT SHEET P1 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND kINTERIOR z W V) 1 1/4' MIN MEM EXT. GRADE CAULK R14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET R1 FOR MAX. FASTENER SPACING) EXT. GRADE CAULK EXT. GRADE CAULK 1/4' MAX. SHIM TYP •• • • • •• • • • • •• • ••• • OIL 2 •• ••• • • • • • E BUCK • • • • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —LAMINATED GLASS b • 11■■/ L6l111111.11'.\111;'.111\1111,11',11\. -- I1 d a, 1 1/4' MIN. HBEDMENT 1 1/8' MIN. A '''. EDGE DISTANCE .PT. WOOD BUCKS • • 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET M1 FOR MAX. FASTENER SPACING> EXTERIOR --WINDOW FRAME WIDTH EXTERIOR GRADE PERIMETER CAULKING 1/4' TAPCON W/ 1 1/4' 141N. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET *1 FOR MAX. FASTENER SPACING) 1 1/8' MIN. D WINDOW FRAME HEIGHT P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS A . • , d. 1 1/4' MIN. : • AEMBEDMENT - 4 •. 4 P . EXTERIOR GRADE PERIMETER CAULKING EXTERIOR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS EXTERIOR GRADE PERIMETER CAULKING 4 ' .P.PODUCT WISED 1 1/4' MINos co 1lyiii0 "th the •IlorWo EMBEDMENT((,jltin.4Cod0 r i —405 - x A ACf..PIPtlDi A10 _Aiami1zda Product Ciro try 08.18 17 O b to •M (O v. Q O c. en 0 u) U. M Z J Z yOw j = W M d z cf) -71 O z a C.h O O O O N -co w (A O G E+ 1 0 14 0> ro N 3 N 1 0 1 1 1 4 ••• • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 ILUMINUM WINDOWS AND GLASS DOORS LAMINATED INSULATED GLASS COMPOSITION TYPE H 5/16" LAMINATED GLASS COMPOSITION - TYPE A SILICONE SM ITEM DESCRIPTION DETAIL ITEM 1 GLASS DESCRIPTION LA) DETAIL SCHNEE-MOREHEAD 5731 DOW CORNING 899 SERIES -4200-6200 FLANGE FRAME IMPACT FIXED WINDOW ' LAMINATED GLASS TYPES AND GLAZING DETAILS 4 I 1/8' ANN. GLASS 1 I/O' ANNEALED GLASS .1/8• TREMCO SPECTRUM 2 /6' 44 0.i• 2 0.090' SAFLEX PVB-SOLUTIA _HT ■ ® .114.1 2 0.090' BUTACITE PVB-DUPONT / ._-__:_� 1 �^ 3 1/8' ANNEALED GLASS wily "• 5153:P=-'_`'_ 3 I/O' ANNEALED GLASS 1 0 6 0.340' 4 1/4' INSULATED AIR SPACE fop I wo 5 <A) 1/8' ANNEALED OR TEMPERED GLASS 7 1 5 16" LAMINATED GLASS COMPOSITION - TYPE D Q i1 iii LAMINATED MONOLITHIC ITEM GLASS DESCRIPTION 1 4j DETAIL Ii iii n LAMINATED INSULATED GLASS COMPOSITION TYPE C 1 I/O' HEAT-STRENGHTENED GLASS .1/8• 1 ITEM DESCRIPTION DETAIL AA90' GLAZING STOP 2 0.090' BUTACITE PVH-DUPONT 1 1/8' ANNEALED GLASS 3/16' I4.. 3 1/0' HEAT-STRENGHTENED GLASS I 0 1' 0.340' 0 CIRCULAR WDWS. p N 2 0.090' SAFLEX PVB-SDLUTIA ■ ® 1/4 3 1/8' ANNEALED GLASS 1 a)====LAMINATED 0340•' 13/32" LAMINATED GLASS COMPOSITION - TYPE E © _ _ LAMINATED 0 o 6.1 4 1/4' INSULATED AIR SPACE 1'O' 9ER1 -.='=""==- ITEM GLASS DESCRIPTION © DETAIL MONOLITHIC MONOLITHIC ' 'w •v,, m I 5 C■) 3/16' ANNEALED OR TEMPERED GLASS I ) 1 3/16' HEAT-STRENGHTENED GLASS I /8' :_._=_� __-__:_ X.•..•.•� o 0090' -' LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB-SOLUTIA I 3/16 Ewa _. _: ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS "1 0 6 0.406' 1 1/8' HEAT-STRENGHTENED GLASS ' 0.60D'' 1/8'61 7/16" LAMINATED GLASS COMPOSITION - TYPE H GLAZING DEPTH GLAZING DEPTH 2 0.090' BUTACITE PVB-DUPONT ® 1/4• ITEM GLASS DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS .m.. _- 0.• +�+=_ I 4 1/4' INSULATED AIR SPACE 1'r �;'e=�=-= 1 3/16' ANNEALED GLASS 3/16' ❑.15_=:==.=i_c_7 5 Q) 1/8' ANNEALED OR TEMPERED GLASS I 2 0.090' SAFLEX PVB-SOLUTIA 3/16'"- LAMINATED 3 3/16' ANNEALED GLASS (J' _-. 1 ®" _0410• _:_.__ 1 MONOLITHIC 'SILICONE OPTIONS'. LAMINATED INSULATED GLASS COMPOSITION TYPE G T DOW CORNING 899 i ITEM DESCRIPTION DETAIL 7 " 16 LAMINATED GLASS COMPOSITION - TYPE I •: SCHNEE-MOREHEAD 5731 1 1/8' HEAT-STRENGHTENED GLASS 3/16' »' (`1 SPECTRUM 2 ITEM GLASS DESCRIPTION DETAILTREMCO 2 0.090' BUTACITE PVB-DUPONT .■ ® .114' , 1 3/16' ANNEALED GLASS 3/16 -___=T-=_=__-r - 3 I/O' HEAT-STRENGHTENED GLASS 1'Ov Gi---_� I 2 0.090' BUTACITE PVB-DUPONT 0090 3/16'='==:=:'r-=:__=:_ 0.460' ` 0.600 GLAZING DEPTH 4 1/4' INSULATED AIR SPACE a 3122751 - 5 <>•) 3/16' ANNEALED OR TEMPERED GLASS -T I 1 3 3/16' ANNEALED GLASS IDI wised dote for the 2014 FBC i m LAMINATED INSULATED GLASS COMPOSITION TYPE L 7/16" LAMINATED GLASS COMPOSITION - TYPE J LAMINATED/MONOLITHIC GLASS Ila m rum GLASS DESCRIPTION i © DETAIL TYPICAL GLAZING DETAIL 1' ITEM DESCRIPTION I DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16'.:_ " J 1 3/16' HEAT-STRENGHTENED GLASS /1 3/16'1•41.: 1 2 0.090' HUTACITE PVB-DUPONT .V4' ■ t ® 2 0.090' SGP-DUPONT .0090' 3n6' _,---_ 0460• :_ I:47:1•7•17#._ 3 3/16' HEAT-STRENGHTENED GLASS9nv •901• )_:=;_� 3 3/16' HEAT-STRENGHTENED GLASS �� 4 1/4' INSULATED AIR SPACE �• A. mQ3�=-- I 5 3/16' TEMPERED GLASS 1 7 16" LAMINATED GLASS COMPOSITION - TYPE K Notes: 1•) SEE SHEET 4 FOR DESIGN LOADS LOAD ITEM GLASS DESCRIPTION DETAIL z z CAPACITY TABLES. X 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE L.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 0 0 f 3/16' HEAT-STRENGHTENED GLASS 3/l6'..-.___- 090• o 2 0,090' BUTACITE PVB-DUPONT 3/16-__ 3 3/16' HEAT-STRENGHTENED GLS. • • • • • .4� �Q1 (� -.-___-__1 •• • • 5\\\\\\1\11111.9 - • • • • • • u dG.. °'. 4• N 0 OV a ` I ; ••• • ••• ••• •:• < �• • • • • PRODUCT RbVISBD *. q • • • • • a9 complying aids the Florida p''•INN Cn 4 • Go • • • • • • • • Building Cede , •, ��" 18 •'�' • • • • • • • • • Acceptance No ,0•�/ • • • • • • • tc �� rr 2� 1 T ..1 I '••'��., _ 1'1' �.If1111 •'I\\\ I � liam roduct Colon a moi---• - .'.•jIsigsmillaillimgarA �� 'SILICONE OPTIONS') „.• ' 11:11 DOW CORNING 899 „I �::•i SCHNEE-MOREHEAD 5731\ i? :.:.:.. TREMCO SPECTRUM 2 •:::: :•::.:::' i LAMINATED INSULATED LAMINATED/INSULATED GLAZING LAMINATED -0.600•- INSULATED DEPTH GLAZING GLASS TYPICAL GLAZING - 0.600•- DEPT DETAIL • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • 42004200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY - PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY - PSF 8501 N.W. 90 ST. L AII1 7 7 ON 0 MEDLEY. FLORIDA 33166 (YNDUSTRIES. INC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 1 SERIES -4200 -6200 -FLANGE FRAME IMPACT FIXED WINDOW LAMINATED GLASS DESIGN PRESSURE CHARTS ,n y, a o D2 1 0 1 0 % 4/ 1 WINDOW DIMS. GLASS TYPES WINDOW DIMS. GLASS TYPES WIDTH LENGTH A B C D E F G H I J K L WIDTH LENGTH A B C D E F G H I J K L (in.) lin.) +/- DP +/- DP +/- DP +/- DP +/- DP +/- DP +/- DP +/- DP +I-DP +I-DP +I-DP +I-DP (In.) (in.) +/- OP +I-DP +/- DP +/- DP +/- DP +/- DP +/- DP +/- DP +I-DP +/- DP +/- DP +/- DP 24" 68 68 68 88 65 68 68 68 68 78 65 68 19-1/6' 68 (4) 68 68 65 58 68 68 68 78 65 68 30' 68 68 68 68 65 68 68 68 68 78 65 68 26-12' 68 68 68 68 65 08 68 68 68 78 65 88 36' 88 68 68 68 65 68 88 68 68 78 65 68 37" 26" 68 68 68 68 65 68 88 68 68 78 65 68 47 36" 68 68 68 68 65 68 68 68 68 78 65 68 48' 66 68 68 68 65 68 68 60 68 78 65 68 46' 88 68 08 68 05 68 68 68 68 78 65 68 53-1/8" 68 68 68 68 65 68 68 68 68 78 65 60 54' 68 68 68 68 65 68 68 68 68 78 65 68 ' 19-1/8" 68 68 88 68 65 68 68 68 66 78 65 68 60' 68 68 68 68 65 68 68 68 68 78 65 68 68 68 68 68 65 68 68 68 68 78 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 _28-12 37" 38-3/0' 68 68 68 68 65 68 68 66.2 662 78 65 68 30' 88 58 68 68 65 66 68 68 68 78 65 68 48' 68 68 68 68 65 68 68 636 63.8 78 65 68 36" 68 68 68 68 65 68 88 68 68 78 65 68 53.118" 68 68 68 68 65 68 68 63.8 63.8 78 85 08 42' 48" 68 68 88 68 65 68 68 64.7 58.3 78 65 88 19-1/8" 48" 68 68 68 68 65 68 68 56.6 51 78 65 68 26-12• 88 68 88 68 65 68 68 68 68 78 65 68 _54" x x x 68 65 68 68 56.6 51 78 65 68 3T 50-5/8' 68 68 68 68 66 66 68 68 68 78 65 08 80" x x x 68 65 68 68 x x 78 65 68 48' 68 68 68 68 68 65 65 68 68 68 68 68.2 66.2 76 65 _ 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 x x x - x 51 78 65 68Di 30' 68 68 68 68 65 68 68 68 68 78 65 680 53-1/6' x x x 68 65 68 68 x x 78 65 W 30' 68 68 68 68 65 68 68 66 88 78 65 6852 19-1/8" 68 88 68 68 65 68 68 68 68 78 85 68 42' 60" x x x 68 65 68 88 64.7 58.3 78 65 ea37" 26-1 /2' 68 68 68 68 65 68 68 68 68 78 65 68 48' x x x 68 65 68 68 78 65 68 58" 68 68 68 68 65 68 68 x 66.2 78 65 88 54" x x x x 65 x x x x 78 656 48„ x x x 68 65 6B 68 x x 78 65 60 60' x x x x 65 x x x x x x 78 53118" x x x x 65 68 x x x 78 65 68 24" 68 8 68 686 65 68 8 68 68 78 65 65 19-1 /8' 86 68 60 65 88 68 68 68 76 65 68 30' 68 68 68 88 65 88 68 68 68 78 65 26-12' 68 6B 66 66 65 68 68 68 66 78 65 68 36' x x x 68 68 66 65.5 68 78 68 37' 63" x x x 68 65 68 68 x 682 78 65 68 47' 72" x x x x 65 65 x x x' 78 65 65 68 �, x x x x 65 66 x x x 78 65 80 48' x x x x 65 x x x x x 78 65 68 53-1/6' x x x x 65 68 x x x 78 65 60 54" x x x x 65 x x x x 74.7 65 68 19-18' 68 68 68 68 65 68 68 68 68 78 65 68 60' x x x x 65 x x x x 72 65 68 26-12' 68 68 68 68 65 68 68 x 68 78 65 68 24" 68 68 66 66 65 68 68 68 88 76 65 68 37" 74" x x x 88 65 68 68 x x 78 65 68 30' 88 68 68 68 65 68 68 68 68 78 65 68 48' x x x x 65 68 x x x 756 65 68 36' x x x 68 65 68 68 64.9 60 78 65 68 53-1/8' x x x x 65 68 x x x 72 65 68 42" 74" x x x x 65 x x x x 78 65 68 19-1/8' 68 68 68 68 65 68 68 6B 68 78 65 68 46' x x x x 65 x x x x 756 65 68 26-12' 68 68 68 68 65 68 88 x 68 78 65 68 54" x x x x _ 65 x x x x 7t5 65 68 37" 74-1/4" x x x 68 65 68 68 x x 78 65 68 60' x x x x 65 x x x x 887 85 68 46' x x x x 65 68 x x x 75.2 65 68 24" 68 66 68 68 65 68 68 68 68 78 85 68 53-1/6' 88 68 68 x 65 68 x x x 71.6 65 68 30' x x x 68 65 68 68 68 68 78 65 68 Iltwrbtan NNa• A. Revved date for the 2014 FBC . i R ## a o C $ I 36' 84" x x x x 65 68 x x x 78 85 68 42' x x x x 65 x x x x 70 65 68 48" x x x x 65 x x x x 73.5 65 68 24" 68 68 . 68 88 55 68 68 68 68 78 85 68 30" „ x x x 68 65 68 68 x x 78 65 68 36' x x x x 65 x x x x 78 65 W • 42" x x x x 65 x x x x. 76.8 65 68 Pi 111 z a 24" x x x 88 65 68 68 68 68 78 85 68 Notes 30' 108" x x x x 65 x x x x 78 65 68 (•): 36' x x x x 65 x x x x 74.7 65 68I.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 24" x x x 68 65 68 68 x x 78 65 68 "B, 30' 120' z x x x 65 x x x x 78 65 68 SIE 2.) WINDOWS WITH GLASS TYPES C, F, OR G" INSTALLED 36' x x x x 65 x x x x 74.1 65 68 ABOVE 30 FT. IN THE HYHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). •••.••• • •• .. • • • • '• •• •'• •. ••• . . . • • ••• . . .• .• • '• •�' L ��.�t0�#ITIi� 3,'', 'py•:''�� '':��tj''ee '1, C Qi +11 '•. • W ►- -"."••• . U-. �. ,r , §s Z:7 trf •.. F , 'e , w ,,•44/'I7t .. PIP1,,` A J • • • • • • • • • • • • • •• • • • • • • • • • • • •3 • • i 'tn PRODUCT REVISED as complying with the Florida ^ 61dltHllg Corin 9 .f /8. 18 Acceptance No •Date �/1 ••• • ••• •- ---• • • NOTF• • WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED EEyy a Control VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •dlnm Mc Pm p, • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/6" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS REQD. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC - 10 • AS READ. GLAZING SILICONE • - 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS REQD. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS .310 - •.7811- 2.643 1.281 (1 .062 TYP/ 0 1 1 .850 040 —I TYP, TYP. 2 GLAZING (5/16" -•3191 1----T i .773 F- STOP GLASS) .808 C 8 1 FRAME HEAD/SILL/JAMB 1---1.509-+ 310 7 ,8512 0 _r,250 .040 .850 .27 050 TYP. 4 GLAZING STOP .773 (7/16" GLASS) OSD TYP. 3 GLAZING (3/8" & 13/32" .773 STOP �. h- GLASS) 310 .050 .9'2 .050 .0.2 LTYP, 050 .850 .113 i osoi nTYP. 5 .684 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS 050 1.1YP ~ -{ .808 _ 8 .466+Id GLAZING STOP (CIRCULAR WOW.) SEE MULUON APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN • • • • • • • • tYTEt(Llt • • *INDOW FRAME CIRCULAR WINDOWS OR MITER CORNERS FI7A//E JAMB DEICALSSIREILLIIIISTRUCBON FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING DEAD WITH CLEAR SILICONE 072X3/4' S.D.S. FLAT HEAD, PHILLIPS. AT 12' ac. MAX. I INTERIOR 1/4' MAX. SHIM PRODUCT REVISED as complying with the Florida Building Code Acceptance No EXpll +ate Miami Iadc Pro,uct Control SEE MULLION APPROVALS FOR MULLION TYPE, 512E AND MAX. DESIGN PRESSURE UMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN • • • ' ..XTtP,408 GRATE i'' • • • • ERIMT R CAALYING • • • • ••• • ••• • • FRAME MULLING DETAIL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERIMETER SEALANT d 12 S.O.S. X 1 1/4' L. AT 12' ac. MAX. WINDOW FRAME EXTERIOR E 1 NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy = 36 K51 MIN. (STEEL 18 GA. MIN. THICK - 0.0481 0) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DET cip ( H A c7 0 0 LSI SERIES -42 W 0 1 00 0 N ro 00 3 1 for the 2014 FBC 14 1 21 1 1 z 1 1 e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Conttnl Suction Revisron stamp ••.• with the Notice of Acceptance number and Expiration date by the Miatni—Dade'Coufsty Prptlltct.Control •• MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Section. . . • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .... . • LABELING: Each unit shall bear a permanent label with the manufacturer's rfaii'iis or logo, city, stat:••. series, and following statement: "Miami—Dade County Product Control Approveil:iVess othl iWwi:e noted*** herein. .• RENEWAL of this NOA shall be considered after a renewal application has been filed and tlIei 1 as been..:. no change in the applicable building code negatively affecting the performance oflhis.pt od•uct.' • • TERMINATION of this NOA will occur after the expiration date or if there has been a revi§iican'oa change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 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. MANMADE COUNTY APPROVED Nsto • ��L,:NI r• NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-9t • along with marked -up drawings and installation diagram of 120. -inch s13an alumindeff • :• tube mullions with C4 x 4.5 steel channel reinforcement„#sppred y' t�rrica e•.: Engineering & Testing, Inc., Test Report No. HETI--02--1716,4e4ed 8/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. .••••. • (Submitted under previous NOA No. 02-0501.05) • 4. Test report on: 1) Large Missile Impact Test per FBC, TAS 2471.-:94. •.. • 2) Cyclic Wind Pressure Loading per FBC, 1 A8 E93-94 • • • along with marked -up drawings and installation diagram bf an alu n irxa. slidilfr • • glass door, prepared by Hurricane Engineering & Testing,. uric;, Test R ort %3er • • HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,?. E. (Submitted under previous NOA No. 02-0501.05) 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 an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) Jaime D. Gascon , P E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted cinder previous NOA No. 95-1212.09) 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 two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45—inch high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.07) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE• . ..• 1. Miami—Dade Department of Regulatory and Economic Resour8es (12ER):'. '. '. .. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS . •... . . • b •• •• • . • •... . •• •.• • • • • 1. • Statement letter of conformance to and complying with FBC :5"' tuition elQ1$), issued, •: • by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. ' • 2. Department of State Certification of LAWSON INDUSTRIE§, INC. N f r profit • corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.07) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E--2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 10-0610.02) _ 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02—T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement ; L.M.I.", approved on 03/29/12 and expiring on 05/30/17. • • • n C • •• • •• • • • • • • • • •• • • •••• • • • •••• • • ••• • • • • • •• •• •• • • • • • • • •• • • • • • • • • • • • • •• • • ••• • • • • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November Q6, 2014 E-3 ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP —HORIZONTAL MULLION 3 GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT ANCHOR/CLIP-y ) VERTICAL MULLION MULLION GLAZING PRODUCT 1\i. W1 W2 W3 MULLION SPAN WIDTH (W) = WI + W2 + W3 2 ANCHOR/CLIP W1 W2 W WIDTH (W) = W1 + W2 2 3 ANCHOR/CLIP HORIZONTAL MULLION CHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCT VERTICAL z MULLION GLAZING GLAZING oz� PRODUCT PRODUCT 5Jvai u ANCHOR/CLI• W1 W2 W WIDTH (W) = W1 + W2 2 3 ANCHOR/CLIP HORIZONTAL MULLION CHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION �� I GLAZING PRODUCT 1 I mane 7qp i • • I k ••••• MULLION SPAN • • • •• • • W1 • ••i •• W2 • • • MULLION SPAN • • 3 II • s • •• • ••• • ••• ••• ••• • WIDTH (W7.- • • • • • • • • • • • • • •• • • •• ••• •• • • + • 2•• • ••2 • TYPICAL MULLION ARRANGEMENTS ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 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 2014 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. MULUONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. W000 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 2014 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. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER 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 RRVISBD nv complying with the Mae !3uildi<70,13 ooCNo ,t4�60 201 n.. l ulzProductColml i0 0 1 Revised date for the FBC-2014 I 1 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 1.690 - L `.125 r062 1 `.125 01 O A L, 1 .156 TYP. - -�� 1.405 3.000 .062I- �I - 1.500 R - `�JIo l I ,_`__t 1.500 062 .125 ,0 M j3 y 0, 0j ..4o C! , '" 4.000 2 X 4 STD. TUBE TYPICAL WINDOW FRAME 4.000 ,IIS 3.000 - L732 1I 3.062 to Z O o 3.000 2.000 .115 1.732 2.062 0 K q 3 O M Ln Z J Z q q N W ti TBE MULLIONS SECTIONS, AND GENERAL LAW— LL -1001 sa..c 2 4.500 2X MULLION CLIP ,,I I' I'r��,I MULLION L IIIA I S 6.000 2 X 6 STD TUBE .18811 IA22 �V Ih- 1 X 4 L1.000 1 X 3 6063-1651 12 /� e--1[/ ,� \� NOTCH OPTIONAL \/ 'L' / _ 156�I .102106 �I 11-- 1 X 3 CUSTOM MULLION CUSTOM �L000 »I - 1.188 1 X 2 MULLION .156-" 7^-1.062 CUSTOM .078 »I 1 X 2 MULLION I('� MULLION CUSTOM MULLION 6063-16 CUSTOM MULLION 6063-T6 6063-T6 Ixx: 0.950 int Sxx: 0.633 int (FLANGE FRAME) 8063 -TB Ixx: 0.370 int Sxx: 0.370 in3 (FIN FRAME) przornici, BTTvia,ANGE 6063-16 Ixx: 0.330 int Sxx: 0.330 in3 ffFF FRAME) �� Ar LLES,(-INC. ER OF QUALITY AL {INUM T S CROSS I k---2,000 Ixx: 2.070 int Sxx: 1.035 ire (FLANGE FRAME) Ixx: 1.000 int Sxx: 0.667 ire (FIN FRAME) STANDARD TUBULAR SHAPES I^ 2.000 1^-1.000- I `125 av wtnPlyi0 Building Cor Acceptance ExpLuntotyTtorl� Wi4I Lim14o1W c ^ Q o_l O90 2d2 IYP. WALL = .125' ALL ALLOY m 6063-T6 -- .750 .-- TYPICAL I - GLAZING PRODUCT y -.124 r I. -1A00 -y 1:4:1-3_11".----:-.,! I IliM Dalt J" oducl' rodOn Cbi�im A+ a W (4 1 f _ �I 2.2so Ellin0.000t--z,000� IrI.o00� . I "es �r , D2.000 Q t + ' -�� 2.000 - MULLIONS 3.0004 CONTAININGSTD. 4.000 6.000 4.000 -a -•,125 4.000 3.000 Fr®ll } h� Ft 1 4,500 2.000 0 N iii 0 o \ 1X MULLION CLIP F �I f L, S 6063-T6 NOTCH OPTIONAL L // \ ,)�/ 11010 �� TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION ti k• g g TYPICAL GLAZING PRODUCTS 6063-T8 Ixx: 2.070 in. Sxx: 1.035 in3. 6063-T6 Ixx: 0.950 in Sxx: 0.633 ire 6063-T6 Ixx: 0.330 int Sxx: 0.330 ire H 5 r a' 5 a y u 12 6 -,F, t. " a a a i o 3 g 41 :� HORIZONTAL 2 X 6 2 X 4 OR VERTICAL STD. TUBE MULLION STD. TUBE MULLION SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 8.2806063-T Ix%: in Sxx: 2.760 ire 6063.98-16 Ixx: 2.980 int Sxx: 1.490 ire 2.000 L .125 ,L,.A / MIN. ANGLE .L.� I NOTCH OPTIONAL CLIP CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS 1a USING MULLION PROPERTIES ONLY MULL "L" •„• • • • INSTf;UCT10111: : • • • • THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON S MIAMI-DAOE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. `;. ' . s v ^, 1 X 2 1.688' • USE CHARTS AND&IIMPHS AS•FOISOWS • • .. • • • • ••• • 1 3 STEP OSiERMINE�E5l6N sOADMiE0181RE• FOIL PARTiO•LAR OPENING. X 2.688' • • • • • • • • • • • STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD NOTES' QQOY) .'^" $yN , ,�'F1 is '1', 1 X 4 3.688' REQUIREMENTS. 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 2 X 6 5.688' APPROVAL. STEP 1 s!E�IrS. MAximr•vM SF NG. • •: •.• • 1. REFER TO THE GENERAL NOTES ON SHEET 1t•Xh 1. ALL CLIPS AND ANGLES ARE TO FIT • USING CHARTS ON SHEET • OF 10 SELICT MULLION SIZE STEP { WRN DESIGN RATI1106MORE•THOR ESNN LOAD SIIECIFIEO 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. ' d..' 1 � � - -f.% - o a a SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL • IN x®t ABOVE. • • • • • • • • • •HORIZONTALLY. USIISb ANCNORLS ON SHEET 6 THRfi 9 AND CHARTS STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 8063-76 --2.000--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS ®/ s ®1 d MEDLEY, FLORIDA 33166 (iNDiJSTRIS. INC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS ALUMINUM TUBE MULLIONS UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES la 2 0 0 o 1 Width(w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width(w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width (MI 18 MULL -SPAN 1X2 - 1X3 19.3 1X4 42.1 2X4 60.5 2X6 150.0 126.2 100.9 84.1 72.1 63.1 56.1 50.5 45.9 42.1 38.8 126.4 94.8 75.8 63.2 54.2 47.4 42.1 37.9 34.5 31.6 29.2 97.4 73.0 58.4 48.7 41.7 36.5 32.5 29.2 18 150.0 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 24 24 150.0 150.0 150.0 150.0 150.0 - - 31.5 45.4 21.2 61.1 133.2 150.0 150.0 24 30 30 - - 25.2 36.3 123.0 150.0 150.0 150.0 150.0 17.0 48.9 106.5 150.0 150.0 30 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 . 30.3 42 42 - - 18.0 25.9 87.9 150.0 150.0 150.0 150.0 - 34.9 76.1 109.5 150.0 42 48 38- 3/8" 76.9 150.0 150.0 150.0 150.0 48 74-1/4" - - 15.8 22.7 - 30.6 66.6 95.8 150.0 48 120" 54 54 - - - 20.2 68.3 137.6 150.0 150.0 150.0 - 27.2 69.2 85.2 150.0 54 60 60 61.5 123.9 150.0 150.0 150.0 - 24.4 63.3 76.7 144.2 60 - - - 18.2 66 - - - 16.5 55.9 112.6 150.0 150.0 150.0 66 - 22.2 48.4 69.7 131.1 66 72 72 51.3 103.2 150.0 150.0 150.0 - 20.4 44.4 63.9 120.2 72 - - - 15.1 78 78 - 18.8 41.0 59.0 110.9 78 - - - - 47.3 95.3 150.0 150.0 150.0 18 89.3 150.0 150.0 150.0 150.0 18 - 56.3 122.6 150.0 150.0 18 - - 31.6 45.5 24 24 - 42.2 92.0 132.4 150.0 24 - - 23.7 34.1 67-0 150.0 150-0 150.0 150.0 30 30 - 33.8 73.6 105.9 150.0 30 - - 19.0 27.3 53.6 142.3 150.0 150.0 150.0 36 36 - - 15.8 22.7 44.6 118.6 150.0 150.0 150.0 - 28.1 61.3 88.3 150.0 36 42 42 - 24.1 52.6 75.7 150.0 42 - - - 19.5 38.3 101.7 150.0 150.0 150.0 48 50.618" 48 84" - 21.1 46.0 66.2 140.8 48 132" - - - 17.1 33.5 89.0 145.4 150.0 150.0 54 29.8 79.1 129.2 150.0 150.0 54 - - - 15.2 - 18.8 40.9 58.8 125.2 54 60 60 - 16.9 36.8 53.0 112.7 60 - - - - 26.8 71.2 116.3 150.0 150.0 66 66 72 - 15.3 33.4 48.1 102.4 66 - - - - 24.4 64.7 105.7 150.0 150.0 72 - - 30.7 44.1 93.9 72 22.3 59.3 96.9 139.5 150.0 - - - - 78 78 20.6 54.7 89.5 128.8 150.0 - - 28.3 40.7 86.7 78 - - - - 18 62.6 150.0 150.0 150.0 150.0 18 - 37.7 82.1 118.3 150.0 18 - - 24.3 35.0 24 24 - 28.3 61.6 88.7 150.0 24 - - 18.3 26.3 46.9 135.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - - 21.0 30 37.5 108.1 150.0 150.0 150.0 36 ' 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 31.3 90.1 150.0 150.0 150.0 42 42 - 16.2 35.2 50.7 123.2 42 - - - 15.0 26.8 77.2 131.1 150.0 150.0 - - 30.8 44.3 107.8 48 144" - - - 48 57" 23.5 67.5 114.7 150.0 150.0 • 48 96" 54 54 - - 27.4 39.4 95.8 54 - - - 20.9 60.0 101.9 146.8 150.0 60 - - 24.6 35.5 86.3 60 - - - - 60 18.8 54.0 91.7 132.1 150.0 66 - - 22.4 32.3 78.4 66 66 17.1 49.1 83.4 120.1 150.0 - - - - (0 O( in 0 v G) 40 - V O) - N W Co Rev444t.. Nees 'A' - No chnn a this sheet N 4 m 4! r 4 m a w w o € ill A 3333 8 1 72 - - 20.5 29.6 71.9 72 72 - - - - 15.6 45.0 76.5 110.1 150.0 78 - - 19.0 27.3 66.3 78 - - - - 78 - 41.6 70.6 101.6 150.0 18 46.3 133.4 150.0 150.0 150.0 18 - 26.5 57.7 83.1 150.0 18 - - - 31.0 24 24 - 19.9 43.3 62,3 150.0 24 - - - 23.3 34.8 100.0 150.0 150.0 150.0 N 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 30 27.8 80.0 150.0 150.0 150.0 36 - - 28.8 41.5 113.6 36 - - - 15.5 36 23.2 66.7 125.2 150.0 150.0 42 - - 24.7 35.6 97.4 42 42 - - - - 19.9 57.2 107.3 150.0 150.0 48 63" 48 108" - - 21.6 31.1 85.2 48 150" _ - - - 17.4 50.0 93.9 135.1 150.0 64 - - 19.2 27.7 75.7 54 - - - - 54 15.4 44.5 83.4 120.1 150.0 60 - - 17.3 24.9 68.1 60 - - - - 60 - 40.0 75.1 108.1 150.0 - - 15.7 22.7 62.0 66 - - - - 66 - 36.4 68.3 98.3 150.0 66 72 - - - 20,8 56.8 72 - - - - 72 - 33.3 62.6 90.1 150.0 - - - 19.2 52.4 - 30.8 57.8 83.2 150.0 78 78 - - - - 78 • • • • • • • • • • • .-. -HORIZONTAL MULLION • • • • • • • • 7. SOTOS PROFESSIONAL ENGINEER R.: 1IC. ,# 55225 DATE %ciAZ NG • •TYPICOI: MMC1 Ort Ai2RAIIGCIEAIS VERTICAL -M +ULLION eie PRODUCT \ \ 3 • • • • • • • • • ',ARCHES SOP St INSQg14EO • • • • • MULLION INSIDE RECTANGULAR SHAPE GLAZING NOTE: PRODUCT GLAZING PRODUCT f GLAZING PRODUCT GLAZING PRODUCT cv U IONS RATED IN THESE CHARTS MAY BE ORIENTED PRouucrtscvls0D • 4 • • • • us complying with @nIlo,Wn • V TICALLY• bi I-ibMoNTACLI'• • Building Code . INTERPOLafION 813f4JEEN WIDTHS ALLOWED)Acc:pwrco No (,-yy� • • • • • • • • • • %tpim n y.Lnte _. ��-'"-C. • •• • •• • •• ^ • • • • • • • IilI1 • �T + W2. 1 WIDTH (W) = i�nni Tj i Product CControl 4--, W1 I W2 2 MULLION SPAN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• 1.690 '1L-� =-.125 1.000 312 .06 r ,125 1.000 .688 - --1.500__• ^_T 14 o - _ O ,136 TYP. 1.405 - 3. 00 ,062J 1 ' .688 - , ii. I� ,,e,./* - Pte, i 1 125 - lis, I Vii A!65' .,4-$0'IYY;IV'RV� alf •�- y i :?• 1 ' �-,• - 5� �' ; '0 � �j '/ 3.000 3.000 2.686 r... / A0 t ( / .125 3,000 .115 7riff,u ,i i , 1.732 3.062 o q toe h M a0 y In 0 Lb q 0 ..-.. CI 4 v 3 G) Z } • R 2 c5 NS TS AND GENERAL NI o o a 4.000 0 2 X 4 STD. TUBE l 4.000 4.0003.625 ; i / / / MULLION TYPICAL WINDOW , 1, FRAME 4.500 2X MULLION CLIP Fl 1s6 L.f02 1.062 1 X 3 STD. TUBE MULLION '000� 1.188 1 X 3 ALUMINUM TUBE MULL: MULL & CLIPS CROSS SECTIONS, REINFORCEM trosuot 1W...ne. NrwMr: Braga,/ If ••••••••. LAW—ML-1O( 2 X 61.062 3881-1.-.102-711.- P „. e\� 8083-T8 NOTCH OPTIONAL \�1_2.000-I(FIANCE 'L' 6.000 / STD. TUBE 1 X 4 1 X 3 8063-T6 CUSTOM MULLION 0 MULLION 1 X 4 STD. TUBE MULLION CUSTOM MULLION 8083-18 ;'��I CUSTOM MULLION 6063-T6 6063-16 8063-T6 4 lxx: 2.168 in. Sxx: 1.445 ire (FLANGE FRAME) lox: 2.168 in Sxx: 1.445 ire Ixx: 2.218 in 3 Sxx: 1.479 in. (FIN FRAME) LAWSON (INDUSTRIES, INC. ) MANUFACTURER OF QUALITY AL 4 Ixx: 4.709 in. Sxx: 2.355 ire FRAME) Ixx: Sxx: 4 4.709 in. 2.355 ire �'yy STANDARD TUBULAR SHAPES 2.000-'{ ALL. WALL ALLOY = 60- .125 -T6 ALL 1.580 - .750 -- L TYPICAL _� GLAZING PRODUCT '//y j/,� r 2.600 125- - z.z. L-� 4 1 ft 1,000 - ,186 / 2,000 IS25 + -- -------1 ... / 1 4.600 / ' li,I� 1000 6,000 .j 012 S.M.S. 'C. L 4.000 I ._._,_ �- .125 d a1X w 06063-T6 t o 1 08/01/14 1 4.500 MULLION CI IP 4.000 -- " 3.625 7� J NOTCH OPTIONAL , �� / MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS C4X5.4 i PRODUCT REVISED as cnmplyio8 with the Florida Bolding Code � Accaplmtce No lxplr on»N ,� � N LA. ei c o y e a 9 " z o z HORIZONTAL OR VERTICAL � ' ,I SEE WINDOW OR DOOR APPROVAL FASTENERS SIZES AND SPACING FOR 2 X 6 STD. TUBE MULLION 2 X 4 STD. TUBE MULLION 6063-T6 Ixx:19.648 in 6083-T6 lox: 7.649 in - / 7 rwtyianil Ada Productcontrol RECTANGULAR ALUMINUM TUBE MULLIONS R ' 11. . in 4 1 4 2.000 .125 L,. � MIN. ACLGIE_ L,� • NOTCH OPTIONAL CI IP CLIP LENGTH Sxx: 6.549 in! Sxx: 3.825 ire MULL "L^ • •• • • INSTRVC110N'S• •• •• •• USING MULLION PROPERTIES ONLY ••• • • • 1.lTRit;x £p// 1 X 2 1.688' • USE CHARTSRAND OHAPHS•AS 601.1.005• • THESE MULLIONS ARE RAI ED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. y ;o�J Iq C' '1 '• IS t- y 4 �� l a � •--•. . . • .OJ STEP DEICRM/ESIDN RE•UREO•fOf•PARTICl1GV2 OPENING. 1 X 3 2.688' •• •L • ••• •• •• • STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD 1 X 4 3,668' REOUIREMEMS. NOTES: •'`� ..x : ? `: 2 X 4 3.688' STEP USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. •4"91. ::• . o d -,. ;-�:,� •:' ,-.1; c `--' •", , t`." 1 2 X 6 5.688'STET• 4 sPEcrwoomuu Iry sniftc. • • • • • • 1. ALL CLIPS AND ANGLES ARE TO FIT • USINSCHARTS OM SHEET 5110F 10 SELE01 MULUON SIZE STEP. L WITH 'DESIGN, RAINS •LORE •1M4 RESIGN LOAD SNICIF1E0 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 01 o , a • 1t:T Fd ha SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL • IN SAM 1 ABOVE. • • • • • • • • • • USINC ANCHOR ?mkt ON sREET 6 THRu•4 AND dACHOR CHARTS STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING 6063-T8 I-2.600 I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width (w') MULL SPAN 1X3 1X4 2X4 2X6 18 24 30 36 42 48 54 60 66 72 78 38. 3/8" 150.0 150.0 150.0 150.0 Width (w) MULL SPAN 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 54 60 66 72 78 74-1/4" 1X3 1X4 2X4 2X6 150.0 150.0 150.0 150.0 139.5 150.0 150.0 150.0 111.6 150.0 150.0 150.0 93.0 150.0 150.0 150.0 79.7 150.0 150.0 150.0 69.7 150.0 150.0 150.0 62.0 134.6 150.0 150.0 55.8 121.2 150.0 150.0 50.7 110.1 150.0 150.0 46.5 101.0 150.0 150.0 42.9 93.2 150.0 150.0 Width (w, 18 24 30 36 42 48 54 60 66 72 78 MULL SPAN 120" 1X3 1X4 2X4 2X6 44.0 95.7 150.0 150.0 33.0 71.8 118.6 150.0 26.4 57.4 93.2 150.0 22.0 47.8 77.7 150.0 18.9 41.0 66.8 150.0 16.5 35.9 58.3 149.7 31.9 51.8 133.1 28.7 46.6 119.8 26.1 42.4 108.9 23.9 38.9 99.8 22.1 35.9 92.1 18 24 30 36 42 48 54 60 66 72 78 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 50-5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.7 150.0 150.0 150.0 135.3 150.0 150.0 150.0 124.9 150.0 150.0 150.0 18 24 30 36 42 48 54 60 66 72 78 84" 128.4 150.0 150.0 150.0 96.3 150.0 150.0 150.0 77.1 150.0 150.0 150.0 64.2 139.5 150.0 150.0 55.0 119.5 150.0 150.0 48.2 104.8 150.0 150.0 42.8 93.0 150.0 150.0 38.5 83.7 135.9 150.0 35.0 76.1 123.6 150.0 32.1 69.7 113.3 150.0 29.6 64.4 104.6 150.0 18 24 30 36 42 48 54 60 66 72 78 132" 33.1 71.9 116.8 150.0 24.8 53.9 87.6 150.0 19.9 43.1 70.1 150.0 16.5 35.9 58.4 150.0 30.8 50.0 128.5 27.0 43.8 112.5 24.0 38.9 100.0 21.6 35.0 90.0 19.6 31.8 81.8 18.0 29.2 75.0 16.6 26.9 69.2 18 24 30 36 42 48 54 60 66 72 78 57" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.0 150.0 150.0 150.0 123.3 150.0 150.0 150.0 112.1 150.0 150.0 150.0 102.8 150.0 150.0 150.0 94.8 150.0 150.0 150.0 18 24 30 36 42 48 54 60 66 72 78 96" 86.0 150.0 150.0 150.0 64.5 140.1 150.0 150.0 51.6 112.1 150.0 150.0 43.0 93.4 150.0 150.0 36.9 80.1 130.1 150.0 32.3 70.1 113.8 150.0 28.7 62.3 101.2 150.0 25.8 56.1 91.1 150.0 23.5 51.0 82.8 150.0 21.5 46.7 75.9 150.0 19.9 43.1 70.0 150.0 18 24 30 36 42 48 54 60 66 72 78 144" 25.5 55.4 89.9 150.0 19.1 41.5 67.5 150.0 15.3 33.2 54.0 138.6 27.7 45.0 115.5 23.7 38.5 99.0 20.8 33.7 88.8 18.5 30.0 77.0 16.6 27.0 69.3 coco co co I H 0 mo 0 n Z -j o J Z yOj = 03 M 0 rn 0 O 1 15.1 24.5 63.0 22.5 57.8 20.8 53.3 18 24 30 36 42 48 54 60 66 72 78 63" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 130.5 150.0 114.2 150.0 150.0 150.0 101.5 150.0 150.0 150.0 91.3 150.0 150.0 150.0 83.0 150.0 150.0 150.0 76.1 142.4 150.0 150.0 70.2 131.4 150.0 150.0 18 24 30 36 42 48 54 60 66 72 78 W1 W2 a -HORIZONTAL MULLION CLAZ NG /i PRODUCT \� GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN 108" 60.4 131.2 150.0 150.0 45.3 98.4 150.0 150.0 36.3 78.7 127.9 150.0 30.2 65.6 106.6 150.0 25.9 56.2 91.4 150.0 22.7 49.2 79.9 150.0 20.1 43.7 71.1 150.0 18.1 39.4 64.0 150.0 16.5 35.8 58.1 147.0 15.1 32.8 53.3 134.8 30.3 49.2 124.4 18 24 30 36 42 48 54 60 66 72 78 •-•--•f-•-•-•--• • -r- • • • • • • • • • • • •WPICAI.IAUILION I.RA4NCIBI ENT9 • • • • • • • • • ANclIES R? OLINSCRftE15 • • • • • INSIDE RECTANGULAR SHAPE NOTE: • MLIA)QNS RATiD 111•Tr1ESE icd9RT5•MJY BE ORIENTED • r+/ERIICALLY OR S-IORIIZONTALLY. • • •• f, INTI:RPO`ATI14.BET'EE11,WeHS ALLOWED) • •• • •• • • •• ••• • ••Ntl + W2 • WIDTH (W) -• 2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 150" 22.6 49.0 79.6 150.0 16.9 36.7 59.7 150.0 29.4 47.7 122.6 24.5 39.8 102.2 21.0 34.1 87.6 18.4 29.8 76.6 16.3 26.5 68.1 23.9 61.3 21.7 55.7 19.9 51.1 18.4 47.2 z 1 PRODUCT REVISED av OD_UCing with rhe Florida Bntldhtg Codc 08. 0a Acceptm¢e Ko E� rn nf7a Q �� 4} 7 - BI mibod-.o� 1.. of ieml t)edc Ymd"U Control . _MVEULLRTIIONCAL Z GLAZING GLAZING PRODUCT PRODUCT -21 M W1 W2 a -HORIZONTAL MULLION CLAZ NG /i PRODUCT \� GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN 108" 60.4 131.2 150.0 150.0 45.3 98.4 150.0 150.0 36.3 78.7 127.9 150.0 30.2 65.6 106.6 150.0 25.9 56.2 91.4 150.0 22.7 49.2 79.9 150.0 20.1 43.7 71.1 150.0 18.1 39.4 64.0 150.0 16.5 35.8 58.1 147.0 15.1 32.8 53.3 134.8 30.3 49.2 124.4 18 24 30 36 42 48 54 60 66 72 78 •-•--•f-•-•-•--• • -r- • • • • • • • • • • • •WPICAI.IAUILION I.RA4NCIBI ENT9 • • • • • • • • • ANclIES R? OLINSCRftE15 • • • • • INSIDE RECTANGULAR SHAPE NOTE: • MLIA)QNS RATiD 111•Tr1ESE icd9RT5•MJY BE ORIENTED • r+/ERIICALLY OR S-IORIIZONTALLY. • • •• f, INTI:RPO`ATI14.BET'EE11,WeHS ALLOWED) • •• • •• • • •• ••• • ••Ntl + W2 • WIDTH (W) -• 2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 150" 22.6 49.0 79.6 150.0 16.9 36.7 59.7 150.0 29.4 47.7 122.6 24.5 39.8 102.2 21.0 34.1 87.6 18.4 29.8 76.6 16.3 26.5 68.1 23.9 61.3 21.7 55.7 19.9 51.1 18.4 47.2 z 1 PRODUCT REVISED av OD_UCing with rhe Florida Bntldhtg Codc 08. 0a Acceptm¢e Ko E� rn nf7a Q �� 4} 7 - BI mibod-.o� 1.. of ieml t)edc Ymd"U Control • 1 1/4" MIN EDGE DIST. 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) �i 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 1 PER ANGLE N . MIN. EDGE DIST. 2-3/ 6" CONCRETE OR 4" HOLLOW BLOCK 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) II Mz 3/4" MIN. EDGE DIST. 2 8Y WOOD BUCK ALTERNATE ANCHOR LOCATION IX FLOATING CLIP 2 X 2 X 1/8" ALUM ANGLE 5/16" TAPCONS 1-1/2" MIN. 8000 PENETRATION 1 PER ANG 1111111011.0 "1■r,, 2 8Y WOOD BUCK 2X 2X 1/8" ALUM ANGLE ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. E 1/4" MIN. GE DI T. 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) p I 111 ir W4 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANGLE III oma,■rte •• : 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE a 1 BY WOOD BUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK • • 15 FLOATING CLIP 2 X 2 X 1/8" ALUM ANGLE to ID COM •M N a m D ro O0 - M ) • 00 0 M 0 roMo. ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1"x4" & 2"x4" MULL 5/16" TAPCONS 1-3/4" MIN. EMBED IMO MASONRY 2 PER CLIP (1 ON EACH WING) )NAI X Q 5/18" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE 18Y WOOD BUCK 2 BY WOOD BUCK FLOATING CUP 2% 2 X 1/8" ALUM ANGLE • • • ••• • • • • . • .• • • • •• ••• • ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD • ••• • • ALTERNATE ANCHOR LOCATION ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • 1X FLOATING CUP 2 X 2 X 1/8" ALUM ANGLE ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK PRODUCT REVISED rei complying with the Florida Q /'� Acceptance Code /t /] o os .08 '8 Accepinitca No .i.`_T zol7li3p t�a6)c-- Q Nianatiade Product Control 'B' - Revised date for the FBC-2014 In z 0 ALUMINUM TUBE ✓a 1 1 1 1 1 MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 5/16" TAPCONS 1 3/4' MIN. EMBED INTO MASONRY 2 PER CUP1 ON EACH WING) 3 1/4" MIN. 5/16' TAPCONS 1-3/4' MIN. ELIDED 114TO MASONRY 1 PER ANGLE 11 CONCRETE OR CEMENT BLOCK MULL CONCRETE OR CEMENT BLOCK FLOATING CLIP 2 X 2 X 1/8' ALUM ANGLE ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION 5/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) j12 SMS 2 PER ANGLE 5/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY - 1 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" OLLOW BL CK 3/4' MIN. 5/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 5/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE 2 7/16 MIN. 4 FLOATING CLIP �1 3 1/4" MIN. MULL CONCRETE OR CEMENT BLOCK ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'C' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1'x4" & 2"x4" MULL CONCRETE OR CEMENT BLOCK MULL FLOATING CUP •• ••• • • • • • •• • •I• • •• ••• •• • • • •• 5/16' TAPCONS 1-3/4' AIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH RING) ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. • ••• • ••• ••• ••• • • • • • • • • • • • • • • CLIPS•OR ANGLES•CONI/ELTED IIREOfL', TO MASANRY TO BE PROTECTED WITUy AKALII RESISTW!COAr�IGS, 1S�c` P AS rfiUMINOUS PAINT OR WATER -WHITE �1ETHACRYL Itt LACOITER. PRODUCT REVISED as complying with the Florida 64111d188 Cote Acceptanc4 No_ 5511450141)0 .�Y,� Miam11)611oProduct Como u 0E3. 08 2AALUM x2 X 1/B" ANGLE CJO 0 z N W z 1 1 1 z 1 ••• • • • • •••' • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 3-3/4" 5/16' TAPCONS 1 3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 2X6 MULL 3/4" z I 3-3/4" MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 5/16" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1 3/4" MIN. 2X6 MULL \_ z IS M MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLS K 3-3/4" 5/16' TAPCONS MIN. 1 3/4" 616. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 5/16" TAPCONS 1-3/4' MIN. EM8E0 INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'II' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2"X6" MULL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS. BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. An 0 o Io C M M 10 NaCl ow 0,K N B 4 M J Z 00 o33 a cf] j4 1 0 1 1 1 1 • •• ••• • • • O. • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• PRODUCT RBVISID • • • • • • • • '. ,o, ,lyiq, v..kh the l°tido • • • • • • Fs�ale,ii ,Code • • • • • • • • • • Accaplonce NI _i 08. 08 • • • • • • • • • • rxrinTagmN)m II: •• • ••• • • •°20d__, Mi,1o,I13Bd. I'i°dust Co61r6(' ' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 1 • • ••• • • L F Revised date Ef� 1 1 $ MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW KIK S/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 3-3/4" 4 TOTAL (2 ON EACH 6166) MIN. 2x4 or 2x6 Mull CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2 X 2 X 1/4" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" 7APCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW 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. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 0 14 S.M.S. 2/ CHANNEL TUBE MULLION 012 F.H.2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE 014 FH SIAS 2 PER CLIP 1-1/2" 0.C. MIN. TUBE AIULUON 014 SIAS 4 PER ANGLE 2 X 2 X 1/8• ALUM ANGLE • • OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK • ••• • • • • • • • • •••••• • •• • ••• • ••• • • • •• • • • • • •• THIS SCREW CANBE INSTALLED IN EITHER DIRECTION I. . 012 FH SMS 2 PER CLIP 1 0.C. MIN. I-3/4' X 2' X 1/8' (FOR 28Y TUBE) 3/4' X 2' X 1/8' FOR (181 TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE '1' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ••• ••• ••• • • • • • • • ALL.CLIPS AND INGLES TO FIT SNUG ONTO TO9E•MULNIONS. TAPCONS•MAY 8Z HEX OR FLAT HEAD ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED comolyiu . wi1616e Florida r1 ilA1r Ca icc.4#01 f�PiTn� I1r7ol >.tiami L)odo l,odost Control -� O8 o8 b 0 MM b 12 0 01 0 0 oOf _,uln J 2 roma NUM TUBE MULLIONS 0 1 0 y0 'B' - Revised date far -the FILL -2014 O z z 1 ANCHOR TYPES and SUBSTRATE Width (w) Mrlion A BCDE F G H I Span Ntl. WI. Rk 131k Bk. Cmc Calc. Cort. MI. W491 NLIbn (w) Span ANCHOR TYPES and SUBSTRATE A BODE F GH I Nd. VW. 81k 60k Bk Cmc Calc. Cort. MI. Wdth Minion (w) Span ANCHOR TYPES and SUBSTRATE A BC DE F GH I Ntl. Ntl. Bk Blk Bk Calc Cats. Conc. MI. 18 24 30 38 42 48 64 60 66 72 78 38318 132 105 88 75 66 59 53 48 44 41 153 150 170 170 150 132 117 136 96 68 81 150 150 150 150 150 150 135 121 110 101 93 150 150 150 150 150 150 150 150 150 150 140 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 135 123 113 104 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 145 132 121 111 18 24 30 36 42 48 64 60 66 72 78 74114 91 68 54 45 39 34 30 27 25 23 21 150 138 103 91 78 68 60 54 49 45 42 150 150 125 104 89 78 70 63 57 52 48 150 150 150 150 134 118 105 94 86 78 72 150 150 150 150 150 150 139 125 114 104 96 150 150 140 117 190 87 78 7D 84 53 54 150 150 150 150 150 132 117 105 98 88 81 150 150 150 150 150 150 150 140 127 117 108 150 150 150 125 107 93 83 75 68 62 58 18 2A 30 36 42 48 64 60 86 72 78 120 56 112 129 150 150 144 150 150 150 42 84 97 34 67 77 148 116 150 150 108 87 150 130 150 116 150 93 28 56 65 97 129 72 109 144 77 24 48 55 83 111 21 42 48 73 97 62 54 93 124 81 108 66 58 19 37 43 65 86 48 72 93 51 17 34 39 58 77 43 65 87 48 15 31 35 53 70 39 59 79 42 14 13 28 26 32 49 30 45 65 60 33 33 54 50 72 39 67 36 18 24 30 36 42 48 64 60 66 72 78 50 518 133 100 80 67 57 50 44 40 38 33 31 153 153 150 133 114 100 89 80 73 67 61 150 150 150 150 131 115 102 92 83 76 71 150 150 150 150 150 150 150 138 126 115 106 150 150 150 150 150 150 150 150 150 150 141 150 150 150 150 147 128 114 103 93 85 79 150 150 150 150 150 150 150 150 140 129 119 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 137 122 110 100 91 84 18 24 30 36 42 48 64 60 66 72 78 84 60 60 48 40 34 30 27 24 22 20 19 193 123 96 80 69 60 53 48 44 40 37 150 138 111 92 79 69 81 55 50 48 43 150 150 150 139 119 104 92 83 76 150 150 150 150 150 150 150 138 123 111 101 89 64 92 85 124 103 81 77 83 62 53 s 48 150 150 150 150 133 118 103 93 85 78 72 150 150 150 150 150 150 137 124 112 103 95 150 150 132 110 94 83 73 68 80 55 51 18 24 30 38 42 48 64 60 66 72 78 132 51 102 117 150 150 131 150 150 140 38 77 88 132 150 98 148 150 105 31 61 70 106 141 79 118 150 84 26 51 59 88 117 6; 99 131 70 22 44 50 76 101 58 85 112 60 19 38 44 66 88 74 98 53 17 34 39 59 78 44 69 87 47 15 31 35 53 70 39 50 79 42 14 28 32 13 26 29 48 44 64 38 54 72 59 33 49 66 38 35 12 24 27 41 54 33 46 61 32 18 24 30 36 42 48 54 60 66 72 78 57 118 89 71 59 51 44 39 35 32 30 27 18 24 30 36 42 48 64 SO 68 72 78 107 80 64 53 46 36 150 150 142 118 101 89 79 71 64 59 55 150 150 129 107 92 80 71 150 150 150 136 116 150 150 150 150 150 150 150 150 150 150 150 150 150 150 130 150 150 150 150 150 150 150 150 150 150 150 150 150 150 139 18 24 30 36 42 102 91 82 74 613 63 150 138 123 111 102 84 150 150 150 148 136 125 114 101 91 83 78 70 150 150 137 125 114 105 150 150 150 150 122 48 108 97 89 64 80 88 150 81 72 140 75 78 96 70 53 42 35 30 26 23 21 19 18 18 143 105 84 70 60 53 47 42 38 35 32 150 121 97 81 69 61 54 48 44 40 37 150 150 150 146 121 104 91 81 73 66 61 56 150 150 150 138 121 108 97 88 81 74 150 135 108 90 77 60 83 54 49 45 42 150 150 150 136 118 102 90 61 74 66 63 150 150 150 150 150 135 120 108 98 90 83 150 145 116 98 83 72 64 58 53 48 45 18 24 30 38 42 48 64 60 68 72 78 144 47 94 108 150 150 120 150 150 129 35 70 81 121 150 90 136 150 96 28 56 65 87 129 72 109 144 77 23 47 54 81 108 03 90 120 64 20 40 46 60 92 52 78 103 55 18 35 40 61 81 45 18 31 36 54 72 40 68 60 90 &1 48 43 14 28 32 49 65 36 54 72 39 13 12 26 23 29 27 44 40 59 54 33 30 49 45 66 60 35 32 cif) wo of 44, ch 51 11 22 25 37 50 28 42 55 30 150 150 148 123 105 92 150 150 150 150 150 139 123 150 150 150 150 150 150 150 193 150 150 137 118 103 150 150 150 150 150 150 138 150 150 150 150 150 150 150 150 150 150 147 126 110 98 18 24 30 se 42 aa 64 32 29 27 25 64 74 111 147 82 124 150 88 58 67 101 134 75 113 150 80 53 61 92 123 63 103 137 73 49 57 115 113 63 95 127 68 /- ANCHOR/CLIP GLAZING GLAZING VERTICAL MULLION PRODUCT PRODUCT 60 66 72 78 HORIZONTAL IAULUON 108 HORIZONTAL MU LUON S PAN TMCAL MULUON OUP ARRANGEMENTS 62 47 37 31 27 23 21 19 17 18 14 125 ea 75 62 53 47 42 37 34 31 29 143 108 SS 72 61 54 48 43 38 36 33 150 150 129 108 92 81 72 05 59 54 50 .150 150 150 143 123 108 98 86 78 72 66 150 120 95 83 63 63 53 48 44 43 37 150 150 145 121 90 80 72 65 60 56 150 150 150 150 137 120 107 96 87 eo 74 150 129 103 86 73 57 51 47 43 40 18 24 30 38 42 48 64 80 88 72 78 150 45 90 103 150 150 115 150 150 123 34 67 77 116 150 87 130 150 93 27 22 19 17 15 13 12 11 10 54 45 38 34 30 27 24 22 21 62 52 44 39 34 31 28 28 24 93 78 67 58 52 47 42 39 36 ANCHOR CLIP NOTE% -THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT I 1EAD, SILL OR JAMB ENDS. .5°. olNit:POLATIQI 4001r N W161/-1: di: %PANS ALLOWED. • • • • • • • • • • • 1:.,c.poili:91yiiingoaielv4vitIt Ihe Florida te 01.7 :Ai arnib-afeWocTuci Couliol •.- 124 103 88 77 69 82 56 52 48 53 se 49 43 38 35 31 23 27 104 87 74 65 58 52 47 43 40 138 115 99 87 77 69 63 58 53 74 62 53 46 41 37 34 31 28 'B' - Revised dote for the THC -2014 1