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WS-10-20-2420 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 488 NE 101ST ST, Miami Shores, FL 33138 1132060170440 Contacts MIRYAM COLE Owner SOLID BUILDING LLC Contractor 94 NE 102 ST, miami shores, FL 33138 JORGE DAVID HERNANDEZ AZOR Other: 7865462447 6481 W 22 CT, HIALEAH, FL 33016 Description: REPLACE EXISTING WINDOWS (9) AND DOOR(1) Valuation: $ 13,000.00 Inspection Requests: WITH IMPACT RESISTANT TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $2.60 Scanning Fee $12.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $232.40 Payments Date Paid Amt Paid Total Fees $232.40 Credit Card 10/30/2020 $232.40 Amount Due: $0.00 Building Department Copy 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. - .�50 - Authorized Signature: Owner / Applicant / Contractor / Agent Date October 30, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 PerrrrltType., Windows/Shutters ' Work Classification: Window/Door Replacement Permit Status: Approved issue Date: 10/30/2020 Expiration: 04/30/2021 Location Address Parcel Number 488 NE 101ST ST, Miami Shores, FL 33138 1132060170440 Contacts MIRYAM COLE Owner SOLID BUILDING LLC Contractor 94 NE 102 ST, miami shores, FL 33138 JORGE DAVID HERNANDEZ AZOR Other: 7865462447 6481 W 22 CT, HIALEAH, FL 33016 Inspection Requests: Description: REPLACE EXISTING WINDOWS (9) AND DOOR(1) 1 Valuation: $ 13,000.00 WITH IMPACT RESISTANT 3{�'/ i 4949 Total Sq Feet: 0.00 ` Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $2.60 Scanning Fee $12.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $232.40 Payments Date Paid Amt Paid Total Fees $232.40 Credit Card 10/30/2020 $232.40 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. October 30, 2020 Page 1 of 2 � RECEIVED Miami Shores Village RCIV Building Department >(� "j 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 ij-� BUILDING Master Permit No. ws-io " ,Z6 242� PERMIT APPLICATION Sub Permit No. XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4$ $ NE 101 biyeei City: Miami Shores 1 County: Miami Dade Zip: S313g Folio/Parcel#: 11 - 3; 010' 1-4 - 0 44 O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ Cote Phone#: Address: 4$g NF_>C5� City: M� am i 4sy)oce s State: rL Zip: 33� Tenant/Lessee Name: Email: ":;De e#: CONTRACTOR: Company Name: SoVd bk)Ad\nG LLC Phone#: Address: 64S► W aanCtl 0 City: 1 a\eah State: F L Zip: 33 0 I o Qualifier Name: �Tp'fQ - David Vkexf\mde_z. kioy Phone#: ��(p"oZ�1 - 9 �OaLi State Certification or Registration #: G RC V33 a5 0 8 Certificate of Competency #: DESIGNER: Architect/Engineer: ?je.\\oin AC rx)Aecky re_ Phone#: '305 - a-+ $--11-% Address: 1�kl1 SW 13QL A Stream * 104 City: Wam'\ State: FL Zip: 3318(0 Value of Work for this Permit: $ 13 , 0 od . 99 Square/Linear Footage of Work: Type of Work: ElAddition ❑ Alteration ❑ New [A Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ CAL _�>a _ "';4 0 Bonding Company's Name (if applicable) Bonding Company's Address City / State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature WNER or AGENT The foregoing instrument was acknowledged before me this IrCreday of aG7'GF56 20 i10 by WOK) We, `who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI Signatur CONTRACTOR The for,42going instrument was acknowledged before me this day of I 20 Zv , by Savae- DaVid iicim(,dez,' Kv o iipersonall�known o me or who has produced _ as identification and who did take an oath. NOTARY PUBLIC: Sign: /J Print: BjMkk ". Print: _ MY COMMISSION # GG 9M28 Seal: o',� EXPIRES: Decemberb,2023 Seal: Banded Thru Notary Pink. Underwriter$ *� APPROVED BY Plans Examiner viz JULIO C. HERNANDEZ MY COMMISSION # GG 977334 EXPIRES: April 9, 2024 Bonded Thru Notary Public Urklwadera Zoning Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County 10/20/20, 11:15 AM OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-0440 488 NE 101 ST Property Address: Miami Shores, FL 33138-2449 PATRICIA REYNOLD LE REM JAMES REYNOLD Owner REM SUSAN REYNOLD REM JILL REYNOLD 488 NE 101 ST Mailing Address MIAMI, FL 33138 USA PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,283 Sq.Ft Living Area 1,800 Sq.Ft Adjusted Area 2,029 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year 2020 2019 2018 Land Value $276,535 $258,854 $258,854 Building Value $141,218 $141,218 $141,218 XF Value $1,003 $1,011 $1,019 Market Value $418,756 $401,083 $401,091 Assessed Value $157,8521 $154,304 $151,427 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Cap Assessment Reduction $260,904 $246,779 $249,664 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption L $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description AMD PL OF MIAMI SHORES SEC 4 Generated On : 10/20/2020 Taxable Value Information 2020 2019 2018 County Exemption Value $50,500 $50,500 $50,500 Taxable Value $107,352 $103,804 $100,927 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $132,352 $128,804 $125,927 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $107,352 $103,804 $100,927 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value $107,352 $103,8041 $100,927 Sales Information Previous OR Book - Price Qualification Description Sale Page Corrective, tax or QCD; min 06/30/2015 $100 29686-1525 consideration https://www.miamidade.gov/Apps/PA/propertysearch/#/report/summary Page 1 of 2 Property Search Application - Miami -Dade County 10/20/20, 11:15 AM PB 15-14 LOT 2 & E1/2 LOT 3 BLK 90 LOT SIZE 75.000 X 115 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/#/report/summary Page 2 of 2 PDF.js viewer 10/21/20, 1:03 PM Return to: Christopher P. Kelley, Esquire Christopher P. Kelley, P.A. 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33161-7486 Instrument Prepared By: Christopher P. Kelley, Esquire Christopher P. Kelley, P.A. 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33161-7486 Folio No. 11-3206-017-0440 WARRANTY DEED CFh1 202OR0501161 OR RK 32085 Pss 2427-2431 (5Pss) RECORDED 09/03/2020 13:22:48 DEED DOC TAX QY 186.60 HARVEY RUVIN► CLERK OF COURT MIAMI-DADE COUNTY► FLORIDA r THIS INDENTURE, Made this day of 619AY 7� 2020, Between JAMES REYNOLD, a married man, SUSAN REYNOLD, a married woman and JILL REYNOLD, a single woman, herein called the GRANTORS, and MIRYAM COLE, a single woman, whose post office address is 488 NE 101at Street Miami Shores FL 33138-2449, GRANTEE: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations) WITNESSETH, That said GRANTORS, for and in consideration of the sum of TEN AND 001100 ($10.00) Dollars, and other good and valuable considerations to said GRANTORS in hand paid by said GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE, and GRANTEE'S heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: All of Got 2 and the East % of Lot 3, Block 90, of AMENDED PLAT OF MIAMI SNORES SECTION NO. 4, according to the Plat thereof, recorded in Plat Book 15, Page 14, of the Public Records of Miami -Dade County, Florida. Commonly known as: 488 NE 10151 Street Miami Shores FL 33138-2449 SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by governmental authority; Conditions, restrictions, limitations, reservations, easements, and other matters appearing on records, if any without reimposing the same; Utility easements of record, taxes for the year 2020 and subsequent years. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. Page 1 of 4 https://onlineservices.miami-dadeclerk.com/officialrecords/pdfjsviewer/web/viewer.html Page 1 of 6 PDF.js viewer 10/21/20, 1:03 PM Warranty Deed Cole p/f Reynold, Reynold, Reynold AND the GRANTORS hereby covenant with said GRANTEE that the GRANTORS are lawfully seized of said land in fee simple; that the GRANTORS have good right and lawful authority to sell and convey said land; that the GRANTORS hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019. THE ABOVE PROPERTY DOES NOT CONSTITUTE THE HOMESTEAD OF GRANTORS, JAMES REYNOLD, SUSAN REYNOLD AND JILL REYNOLD, NOR THEIR IMMEDIATE FAMILIES, NOR IS IT CONTIGUOUS THERETO. THE ADDRESS OF EACH OF THE SAID GRANTORS IS SET OUT BELOW, UNDER HIS/HER SIGNATURE. IN WITNESS WHEREOF, GRANTORS have hereunto set GRANTORS' hands and seals the day and year first above written. Signed, sealed and delivered in our presence: Witness Signature T l'q e , Print Name Witness Signature Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE e�w 9"'Al JAM REYNOLD Grantor 525 Ann Arbor Dri Bokeelia, FL 33922 THE FOREGOING INSTRUMENT was acknowledged, subscribed and sworn to before me by means of physical presence or online notarization, this g"" day of , 2020, by JAMES REYNOLD, a married man, who produced f2 ,(Jot- L< < as identification. R—OtAVY PUBLIC, State of PCORIDA At Large My commission expires: CHRISTOPHER P. KELLEY ' Commission N GG 950755 Expires may 21, 2024 Wr4W1Wu6,d2KW "$0Ri M Page 2 of 4 https://onlineservices.miami-dadeclerk.com/officialrecords/pdfjsviewer/web/viewer.htmi Page 2 of 6 PDF.js viewer 10/21/20, 1:03 PM iNarianty Deed Cole ptf Reynold, Reynold, Reynold Signed, sealed and delivered in our presence: pl_re - '22 1Nfie" Signature Print fame Vftms Signature Norse STATE OF NEW HAMPSHIRE COUNTY OF COOS It,', ",— �2n Ij 5 SAN REYNOLD Grantor 94-C Charies River Roac Waltham, MA 02463 THE FOREGOING INSTRUMENT was acknowledged, subscribed and swom to, pefore mebX means of ✓ physical pmmnoe or online notarization, this _j i �`''� day of 2020, by SUSAN REYNOLD, a married woman, who produced 1►l�s s[2c ti,Ns .r` �,a-s 1.rce.na5c. as identification. My commission expires: X17/-LD X 3 V-1, 1 mi-4 r'-evz'�� NOTARYPUBLIC, State of NEW HAMPSHIRE Karen M Covili Notary Public, State of New Hampshire My Commission Expires Feb. 07, 2023 Page 3 of 4 https://onlineservices.miami-dadeclerk.com/officialrecords/pdfjsviewer/web/viewer.html Page 3 of 6 PDF.js viewer 10/21/20, 1:03 PM Warranty Deed Cole p/f Reynold, Reynold, Reynold Signed, sealed and delivered in our presence: wtnecs Sinnnhire OJR P. KEMSY Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE ) REYN LD Grantor 256 Ann Arbor Drive Bokeelia. FL 33922 THE FOREGOING INSTRUMENT was acknowledged, subscribed and sworn to before me by means of ` X physical presence or online notarization, this �`�' day of Au 9& ," 2020, by JILL REYNOLD, a single woman, who produced FP L as identificati NO Y PUBLIC, State FLO A at Large My commission expires: c►RY o�a� CHRISTOPHER P. KELLEY •••.., Cw nlsslon 0 GG 960755 y�pr Expless May 21, 2024 pd►p paNaO Tlw Wicpsl Nary swviox Page 4 of 4 https://onlineservices.miami-dadeclerk.com/officialrecords/pdfjsviewer/web/viewer.html Page 4 of 6 PDF.js viewer 10/21/20, 1:03 PM OR BK 32085 PG 2431 LAST PAGE R �. MIAMI SHORES VILLAGE Building Department 10050 N.E. 2ndAve, Miami Shores, Florida 33138 R1 Tel: 305-795-2204 Fax: 305-756-8972 Permit No, REOCC-08-20-1822 Certificate of Re -Occupancy Address: . 488 NE 101ST ST City: Miami Shores State: FL Zip: 33138 This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one -family dwelling is used and intended to be used for a one-famity dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Approval: /41a 4'0✓ ` https://onlineservices.miami-dadecierk.com/officialrecords/pdfjsviewer/web/viewer.html Page 5 of 6 PDF.js viewer 10/21/20, 1:03 PM Book32085/Page2431 CFN#20200501161 Page 5 of 5 https://onlineservices.miami-dadeclerk.com/officialrecords/pdfjsviewer/web/viewer.html Page 6 of 6 Date: /dfZ�/T�6Tl> State of /4 County of 4/,Wi ,q U/ll fs Before me this day personally appeared a being duly sworn, deposes and says: That he will be the only person working in the project located at: 488 NE 101 st Street, Miami Shores, FL 33138 Cont ctor Signature ell, W1,501 -f nt Name �' I em! Sworn to (or affirmed) and subscribed before me this 4 day of ibex 2020, by Arcac D 4cirrlar\dez Azoe Personally Known Or Pro uced Identification Type of Identification Produced 4&i4 a Signat e of N ary Print Name JULIO C. HERNANDEZ MY COMMISSION # GG 977334 o: EXPIRES: April 9, 2024 Bonded Thru Notary Public Unde►wrbm Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to uwner - worKers, c:omaensation insurance txemation Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: 16& Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this c2 44V day of VC74AP�l2 , 20— V I0 SEAL: dAA_"X ALFONSO k DE LACOSA P W COMMISSION # GG 9US28 : EXPIRES: December 5, 2023 who is personally known to me or has produced Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: IA'C'4� Q& Milso'eCole. to-as-doao Qu ifier wner Signature Date Print Name JOB NAME/ADDRESS: RESIDENCE LOCATED AT 488 NE 101ST STREET MIAMI SMOJUS, FL 33138 DESIGN CRITERIA ••• .... s FLORIDA BUILDING CODE 2017 • �� I� !� WIND CODE: ASCE 7-10 ••• MEAN ROOF HEIGHT: 15.00 .. �I ' EXPOSURE: C / • •I BUILDING RISK CATEGORY I I / CONSTANT: 0.002560.18 � 131:i1�W�;12NDSTREEr WIND VELOCITY (V): 175 ,urrc ioa (Kd): 0.85 MIAMI. FLOi IDA 33186 EXPOSURE ADJUSTMENT (Kz): 0.849 • T. (,10) 278-7776 S (KZt): 1 F. (305) 218-7473 FLAT ROOF: N� �\C� LEDAO 'NWN.BELLCNf0ILANES.00tA ^ AA 260C126I h Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 = 56.58 p.�. ( W= Q (GCP +or- GCPI) r ` fc� _, � r � ARCH1TFcruRE 7 7 ' o LAND PLANNING i P= 0.6 W .......... (ASD) i� 'q O� INTERIORS (-)NSTRI! .TIr7N MANA(,FMFNT .[J"l CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) l• 7 W(+)= ..............56.58 p.s.f. ( 1.0000000 + 0.18) _ +66.76 p.s.f. ..........P(+)= 0.6 (+66.76 p.s.f.) = +40.06 p.s.f. W(-)= ..............56.58 p.s.f. (-1.1000000 - 0.18) _ -72.42 p.s.f. ...........P(-)= 0.6 (-72.42 p.s.f.) = -43.45 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL Sq. Ft.= 271.51 MARK DESCRIPTION WIDTH HEIGHT TRIG. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp (+) Gcp (-) A HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -43.45 INT (4) 20-0813.06 1.00000000 -1.10000000 A` HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -53.64 END (5) 20-0813.06 1.00000000 -1.40000000 B CASEMENT IMP. 37.000 50.000 12.85 39.41 -42.80 INT (4) 20-0814.07 0.98077015 -1.08077015 C FIXED IMP. 54.000 1 50.000 18.75 38.42 -41.82 INT (4) 20-0814.09 0.95179410 -1,05179410 D HORIZ-ROLLER IMP. 37.000 38.000 4.88 40.06 -43.45 INT (4) 20-0813.06 1.00000000 -1.10000000 E HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END (5) 20-0813.06 1.00000000 -1.40000000 F HORIZ-ROLLER IMP. 111.000 63.000 12.14 39.55 -42.95 INT (4) 20-0813.06 0.98512887 -1.08512887 G IFIXED IMP. 37.000 63.000 16.19 38.80 -42.20 INT (4) 20-0814.09 0.96305170 1 -1.06305170 H I HORIZ-ROLLER IMP. 37.000 50.000 6.42 40.06 1 -53.64 JEND (5) 20-0813.06 1.00000000 -1.40000000 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 40.00 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. (+) (_) I FRENCH DOOR IMP. 72.000 80.000 1 20.00 38.25 -41.65 INT (4) 18-0503.06 0.94684485 -1.04684485 sofas• MIAMI•DADE • hIAMI-DADE COUNIY':' PR9VUCT CONTRO'L'SECTION ' • ssss •••• • ,NVjSW 26 Street, Room 209000 � 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) ,,,Miami, Flp;ida 13175-24iMe • • • BOARD AND CODE ADMINISTRATION DIVISION T (78%� J �-+2590 :F f78�j 315-2.99 • V' NOTICE OF ACCEPTANCE (NOA) 0&W" niamidade.spv/buildM,, •s Lawson Industries, Inc. .. •• • •sss, 8501 NW 90 Street •• '• •••��• Medley, FL 33166 rJ • • • • • .... . . . ...... SCOPE: • • • • •.. This NOA is being issued under the applicable rules and regulations governing the use of•Cdnstruction 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 1 through 10 of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-0529.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4;'as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 110,081, 0/08/20 Page Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheet:•1. jt} ough 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufactu rer, signed and sealed by Thomas J. Sotos, P.E. • ...... .... ...... (Submitted under NOA No. 18-0529.03) • • • • • ...... .... . .. ..... B. TESTS •••••• ..:..• 1. Test report on: 1) Uniform Static Air Pressure Test, Loading �er.FBC, 7CAS'202-94. •• • along with marked -up drawings and installation diagram of );((38;1•/2" span aluminum •� 2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engi!iberl'ng & • •' • • • Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/lk.s'i4ed an¢.�*e�aled bY• • • • Rafael E. Droz-Seda, P.E. '....' (Submitted under NOA No. 18-0529.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 18-0529.03) 3. 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" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 18-0529.03) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 18-0529.03) Manuel Perez, P.E. Product Control Ex n r r^� NOA No. 20- 814.1 Expiration Date: May 30, 3 Approval Date: October 15, 2020 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 5. 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 NOA No. 02-0501.05) 000 6. Test report on: 1) Uniform Static Air Pressure Test, Loading PWXBC, M&262-94. • • • ; along with marked -up drawings and installation diagram of 120'i span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared• 6y Hlurrickle. '. • Engineering & Testing, Inc., Test Report No. HETI-02-1714,.datl 08/17/6:, sigma„; • and sealed by Rafael E. Droz-Seda, P.E. 000000 (Submitted under NOA No. 02-0501.05) • • • • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 34. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94. • • • ; • • • •; along with marked -up drawings and installation diagram of 120" span alur► mum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 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 NOA No. 02-0501.05) 10. 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 under NOA No. 95-1212.09) 11. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diam P. . �� (Submitted under NOA No. 95-1212.09) % 'i(A�/1 DXi "'-1 ,�� ^ / Manuel Perez, P.E. Product Control ExSq? NOA No. 20-Expiration Date: May 3 Approval Date: October 15, 2020 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. ; • • • ; • (Submitted under NOA No. 18-0529.03) • ...... .... ...... D. QUALITY ASSURANCE • • • % • 1. Miami —Dade Department of Regulatory and Economic Resoufedg(RE4% '. • .... . .. .... . ...... . . 00000 .... E. MATERIAL CERTIFICATIONS 0 ...... 1. None. :":': • . . .. . ...... . . F. STATEMENTS ' ' • • • • • • . 1. Statement letter of conformance, complying with the and of no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 17-1212.24) 2. Laboratory compliance letter for Test Reports No. 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 NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. 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 NOA No. 02-0501.05) 4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 02/01/18 and expiring on 05/30/18. / Manuel Perez, P.E. fJ Product Control Ex n r !f NOA No. 20- 14.1 Expiration Date: May 30, 3 Approval Date: October 15, 2020 E - 3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. ; 0 0 •; 0 B. TESTS • ...... .... ...... 1. None. •••••• C. CALCULATIONS ...... . . ..... 1. None. ..'..' �..... ...... D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resouzq.os RERj • • •. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 711 Edition (2020), dated August 03, 2020, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0529.03 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 06/14/18 and expiring on 05/30/23. J Manuel Perez, P.E. /{ Product Control Ex n r ,►r'� NOA No. 20- 14.1 Expiration Date: May 30, 3 Approval Date: October 15, 2020 E - 4 ANCHOR/CLIP GLAZING PRODUCT 3 ANCHOR/CLIP HORIZONTAL MULLION VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT ANCHOR/CLI 1 W1 W2 W3 MULLION SPAN WIDTH (W) = w1 + w2 + w3 2 GLAZING PRODUCT ANCHOR/CLIP ANCHOR/CLIP _ VERTICAL MULLION GLAZING OZ PRODUCT W2 ANCHOR/CLIP r-HORIZONTAL MULLION GLAZING GLAZING PRODUCT rHORIZONTAL MULLION GLAZING PRODUCT 3 1 / GLAZING GLAZING PRODUCT PRODUCT o zz 3 VERTICAL N MULLION ANCHOR/CLIP I W1 12 MULLION SPAN WIDTH (W) = W1 + w2 WIDTH (W) = w1 + W2 TYPICAL " THESE MULLIONS ARE RATED -FOR LARGE MISSILE IMPACT AND CAN' BE USED A H ALL LAWSUN'S MIAMI-DADE COUNTY APPROVED IMPACTAND NON-IMPAI T PRODuCTS. RcCTA.NGULAR A.LUM!IV��M_.TUBE MULLiCNS _USING MULLION PROPERTIES ONL { GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED.. TO COMPLY WITH THE RQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020 7th ion) INCLUDING HIGH VELOCIT{, 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. Iffiliffimmommmmm 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. S. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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 o I o W 6 W I rW pn a EE � s a ; o o E . o a J E o z EE0 z • • • • • • • • as y � • • • • • • • • • • • • • • P(.T. 001.1 REVISED • r tt x° 0% • • • • at cdmplyi•g with the Florida • .9 MildO.9 Cede ' o d t`! S1 0 a 0 0•• r bA�INo. • 20-0814.10 2 �01 m u • • • • •• • Ex*iration date• 5/30/2023 T G �¢' ��0 ay: l�' W riL i4g4S;S. • • • • • • Mi—IlLp.d. ProdugrC trot • • • • • • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . • r I 1.690 PRF)DUCT REVISED .125 as Complying with the Florid Building Code NO -No. 20.0814.1 0 062 1.500 06z 12s Ex iration Date' 5/30/202co c a .156 TYP, - - �_ By; 'o m y z m 3.000 1•�0 Miam ade Produc trol h 3 W o 1.405 1.732 .125 I j a U p o. 4.000 4.000 ,115 '� c z o 3.000 01 33M2 3.000 .115 � OJ G ! 2 X 4 TYPICAL 2.000 1.732 2.062 I� 4.500 -I STD. TUBE WINDOW FRAME - 2.000 Z w z O z W w MULLION 0In w = ` c A 2X MULLION CLIP m 7 9L ! z o 6063-T6 •188r �„_ .a,l .156-� 6 l02 IL� 1.188 I 102 1.000 .156�I .079 d� 1�1.062+1 1.188 F-L062� 7.188 1�1.062+1.., m ; NOTCH 'L' \ 6.000 z �•L• OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 ;2 W STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION y w MULuoN 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 < H 03 Ixx: 2.070 in Ixx: 1.000 in Ixx: 0.950 in4 Ixx: 0.370 in4 Ixx: 0.330 in U m a Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 0 a a 1--2.Doo j z_ cal (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) a a j In STANDARD TUBULAR SHAPES :i TYP. WALL = 125' ALL Ij ALLOY - 6063-T6 }�1.000 IL 7so I I ` H 14 zz -I TYPICAL 6 GLAZING PRODUCT j�1.000 U � t .124 �JII 1.000 r� E 2.000 ,125 2.250 r .125 Q 4,000 1 Fi a r®ll FHI y ! 6,000 3,000 e I � .125 i 2.000 0 p^ N c N 4.500 4,000 L r NLIUL-1- LLL=d ai[ ` f, m `o o m MULLIONS CQNTAINING STD. TUBE MULLION STD. TUBE MULLION 'S « w 'w u w A O A c 3 .L•� �,L•� TYPICAL (i LAZINO PRODUCTS 2 X 6 - 6063-T6 6063-TO ,� o ,$ m n NOTCH -- \ OPTIONAL 2 X 4 Ixx: 2L.070 in4 xx: 0.950 in4 Ixx: 0.330 in4 u {iORi�,QN.TAL OR VERTICAL s a a o T� LL o 0 -- -- Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. a a a STD. TUBE MULLION STD. TUBE MULLION � ; a SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6 FASTENERS SIZES AND SPACING a a Ixx: 8.280 in Ixx: 2.980 in4 > = o ,`o w Sxx: 2.760 in3 Sxx: 1.490 in3 3 i D o n o •• i L•� • • QET•TA4QL1:AF3 ALUMINF6M I�UB .�1 LLIONS L / � LION -PRGP TIES ONLY INSTRUCTIONS: • '��r�'-�� ,•-�-�---- Ab;••� �� Brsg USE CHARTS AND GRAPHS AS FOLLOWS. THESE' ?AULL101uS ZRa RATED FZR •ARG •MISSILE IMPACT __. .� ,,......,'Y57F�re STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. CAI SE USED WITH ALL• LAWSOWS MIAMI-DADS o wl COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. rn04 STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD E� v N S N C 0 , , NOTCH REQUIREMENTS. F�- _OPDONhLSTEP 3 USE CONNECTION TO MUWON AS PER PRODUCT ! • • • • • • • • • • • • • "L' APPROVAL I� a • • • • 125 MIN. STEP 4 SPECIFY MAXIMUM SHIM SPACING. FtFF•K TO rE (�::NER L• NOTES ON OSHENf IOU - 2,000 USING CHARTS ON SHEEP 3 OF 10 SELECT MULLION SIZE • LOG 1 D F R BQIyDItt GODS (',pMF�LIAN tim :r. •. _ 1. ALL CLIPS AND ANGLES ARE TO FIT WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • 2. MULLIONS MAY 60 ORIMTED VERTOCALlY •i d SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o� ii I ANGLE CURD 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEEP 6 THRU 0 AND ANCHOR CFARTS HORIZONTALLY, a =s INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFERf TO SHEET 1 OF 10 FOR TYPICAL MULLION w I-2.Ooo� 6063-T6 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. A.i4NG�MENTS• % STACK C ONFICURATIONS. Q CLIP LENGTH MULL L. 1 X 2 1.688' 1 X 3 2,6B8' 1 X 4 3.688' 2 x 4 3,688' 2X6 5.688' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • { h w MULL SPAN 1X2 1X3 2X4 2X6 Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 18 38- 3/8" 125.0 125.0 125.0 125.0 t25.0 18 741/4" 28.3 81.5 125.0 125.0 125.0 18 120" - 19.3 42.1 60.5 125.0 24 125.0 125.0 125.0 125.0 125.0 24 21.2 61.1 133.2 125.0 125.0 24 31.5 45.4 126.2 30 123.0 125.0 125.0 125.0 125.0 30 17.0 48.9 106.5 125.0 125.0 30 25.2 36.3 100.9 36 102.5 125.0 125.0 125.0 125.0 36 40.7 58.8 127.8 125.0 36 21.0 30:3 84.1 42 87.9 125.0 125.0 125.0 125.0 42 34.9 76.1 109.5 125.0 42 18.0 25.9 72.1 48 76.9 125.0 125.0 125.0 125.0 48 30.fi 66.6 95.8 t25.0 48 15.8 22.7 63.1 64 68.3 137.E 125.0 125.0 125.0 54 27.2 59.2 85.2 125.0 54 20.2 56.1 60 61.5 123.9 125.0 125.0 125.0 60 - 24.4 53.3 76.7 144.2 - 16.2 50.5 66 55.9 112.E 125.0 125.0 125.0 66 22.2 48.4 69.7 131.1 472 16.545.972 51.3 103.2 125.0 125.0 125.0 72 20.4 44.4 63.9 120.2 15.1 42.1 78 47.3 95.3 125.0 125.0 125.0 78 18.8 41.0 59.0 110.9 78 38.8 18 89.3 125.0 125.0 125.0 125.0 18 84" - 56.3 122.E 125.0 125.0 18 132" - 31.6 45.5 126.4 24 67.0 125.0 125.0 125.0 125.0 24 42.2 92.0 132.4 125.0 24 23.7 34.1 94.6 30 53.6 142.3 125.0 125.0 125.0 30 33.8 73.6 105.9 125.0 30 19.0 27.3 75.8 36 44.6 118.E 125.0 125.0 125.0 36 - 28.1 61.3 88.3 125.0 36 - - 15.8 22.7 63.2 54 38.3 101.7 125.0 125.D 42 - 24.1 52.6 75.7 125.0 42 - - - 19.5 54.2 33.5 89.0 125.0 125.0 48 - 21.1 46.0 66.2 140.8 48 - - - 17.1 47.4 29.6 79.1 129.2 125.0 125.0 54 18.8 40.9 58.8 125.2 54 - - 15.2 42.1 60 26.8 71.2 116.3 125.0 125.0 60 - 16.9 36.8 53.0 112.7 60 - - - - 37.9 66 24.4 64.7 105.7 125.0 125.0 66 - 15.3 33.4 46.1 102.4 6fi - - - - 34.5 72 22.3 59.3 96.9 139.5 125.0 72 - - 30-7 44.1 93.9 72 - - - 31.6 78 20.6 54.7 89.5 128.8 125.0 T8 - - 28.3 40.7 86.7 78 - - - - 29.2 18 fi7" 62.6 125.0 125.0 125.0 t25.0 18 96" - 37.7 82.1 118.3 125.0 18 144" - - 24.3 35.0 97.4 24 46.9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 88.7 125.0 24 - - 18.3 26.3 73.0 30 37.5 108.1 125.0 125.0 125.0 30 - 22.6 49.3 71.0 125.0 30 - - - 21.0 58.4 3fi 31.3 90.1 125.0 125.0 125.0 3fi - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7 42 26.8 77.2 131.1 125.0 125.0 42 - 16.2 35.2 50.7 123.2 42 - - - 15.0 4t.7 48 23.5 67.5 114.7 125.0 125.0 48 30.8 44.3 107.8 48 36.5 54 20.9 60.0 101.9 146.8 125.0 54 - - 27.4 39.4 95.8 54 - - 32.5 60 18.8 54.0 91.7 132.1 125.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 125.0 66 22.4 32.3 78.4 6fi 26.6 T2 15.fi 45.0 76.5 110.1 125.0 72 - - 20.5 29.6 71.9 72 - - 24.3 78 - 41.6 70.6 101.6 125.0 78 - - 19.0 27.3 66.3 T8 - - - 22.5 18 63" 46.3 133.4 125.0 125.0 125.0 18 108" - 26.5 57.7 83.1 125.0 18 150" • • • • • 31.0 86.1 24 34.8 100.0 125.0 125.0 125.0 24 19.9 43.3 62.3 125.0 24 23.3 64.6 30 27.8 80.0 t25.0 125.0 125.0 30 15.9 34.6 49.8 136.3 30 t8.6 51.7 38 23.2 66.7 125.2 125.0 125.0 3fi 28.8 41.5 113.6 36 15.5 43.1 42 19.9 57.2 107.3 125.0 125.0 42 24.7 35.6 97.4 42 36.9 48 17.4 50.0 93.9 135.1 125.0 48 21.6 31.1 85.2 48 32.3 54 15.4 44.5 83.4 120.1 125.0 54 19.2 27.7 75.7 54 28.7 60 40.0 75.t t08.1 125.0 60 t7.3 24.9 68.t 60 25.8 66 36.4 68.3 98.3 125.0 66 15.7 22.7 62.0 66 I-E-1 23.5 72 33.3 62.6 90.1 125.0 72 - - - 20.8 56.8 72 78 30.8 57.8 83.2 125.0 78 19.2 52.4 •. • _ • • t 9.9 TUBE MULLIONS TUBE MULLIONS w F o z o � o q m rq W z M °0 � z M I ! cw7 m co .1 ^o o v a o oz m 0 0 3 r7 E- z T R V] d y Z o z mM� R a a S p a i a w a z E � A z Z a � 0 il lW � w C e f+ U y U) a i8 F� U F� Z a0 `A z 1®®11 z w r ~ x a a N m z-, Z, o U 1 v m ° ° - ryww aw o° L O L�j 4 O m O V O U am a d\\ n\ ri 6i s a t n c o a c z z �. rc d $i E E S E a V U U p U q cqa U o J i HORIZONTAL MULLION • • • • • • • • • f • • Y �qa • :� rlppp c TYPICAL MULLION ARRANGEMENTS _ • • • .00 • •: • • • 0 • • •._ �'r�?.= "" s gar VERTICAL Ct,• v., G'i JS 1-.�s� MUWON ARCHES TO BE INSCRIBED mzm � +• Z INSIDE RECTANGULAR SHAPE ocle OZ NOTE: • s•• ••• ••• "''1O 'r La a.4a F[GLAZING C AZmG PRODWOV REVISED PRODUCT N MULLIONS RATED IN THESE CHARTS MAY BE ORIE1 Tr • • • • Is Lbmpiltrig with the Florida isuil6ing (bde mu VERTICALLY OR HORIZONTALLY. • • • • • • • o No.s 20-0814.10 omn0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • • • • • • • • E'�g- ationDate 5/30/2023 �"o ' By: 6%IGLJt 0. t aatt5n:•= I Wtt?iFi (W} w MULLION SPAN I Z Miam"pade Produet C trol E Q • ��GIAZING ' PRODUCT N 3 GLAZING GLAZING PRODUCT PRODUCT • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X MULLION CLIP 6063-T6 NOTCH 'L'- 6.000 OPTIONAL o a 0 .750 2.000 .125 2.250 4.500 1 X MULLION CLIP 6063-T6 NOTCH \ OPTIONAL a a L NOTCH OPTIONAL l25 MIN. 2. ANGLE CLIP 6063-T6 I 2.000 2 X 6 STANDARD TUBULAR SHAPES -TYP. WALL = .125' ALL ALLOY = 6063-T6 TYPICAL GLAZING PRODUCT rm MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 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 I'llSNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. .125 1.000 .062 .688 312 I.DOD 1.500 A25 .06 I .688 125 125 1.73E 4.000 F.115 3.000 3,000 4,0003,625 3,000 2.688 L-L lfie= I lag IL .156r IO2 l.000 F--1.062 LI.0627� 1 X 3 l.le9 1 X 4 STD. TUBE MULLION 1 X 3 1 X 4 CUSTOM MULLION STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION 6063-r6 CUSTOM MULLION 6063-i6 6063-T6 6063-T6 a a 4 Ixx: 2.168 in° Ixz: 2.218 in4 Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. Sxx: 2.355 ir� Sxx: 2.355 in� Sxx: 1.445 ir3 Sxx: 1.445 in} 3 Sxx: 1.479 in. (FLANGE FRAME) I I (FLANGE FRAME) (FIN FRAME) 2 X 6 STD. TUBE MULLION 6063-T6 Ixx:19.648 in4 Sxx: 6.549 in3 .125 3.625 4 _ _ S W Y 01 t PRODUCT REVISED mmam as complying with the Florida Building Code 2 X 4 NIOA-No. 20-0814.10 a v STD. TUBE MULLION Ex iration Date- 5/30/2023 > M 6063-T6 o a Ixx: 7.649 I . 4 By: iL_J $ E 1:J E n. = I g o u 3 Miam pade ProducYC trot Sxx: 3.825 ir. • • kEM®GIA$ A.-CUIINISM:UBL' VULLIONS x USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. w I 4 • US G tRIS LION•PRfIPERTMES ONLY :.-+.ae>_;... ••• THE" MURLRR S E RATTED FOR•LADGE MISSILE IMPACT x ? AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED 04 F Z o IMPACT AND NON -IMPACT PRODUCTS. NIn��G, ••• ••• i•• • •f • U . NWT va 1,9 R:FER•TO THE GENERAL•NOTES ONd6HEEi • 1.0� 1. FCR B:I•DI4 C•ODL CgM IANCE. V �� `>-�.= J �` 2.4MULLIONS MAY 86 ORIEYTED VERT- LLY bF� x HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. ••• • • • • ••• • • A • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w 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 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 18 38- 318" 125.0 125.0 125.0 125.0 18 74-114" 125.0 125.0 125.0 125.0 18 120" 44.0 95.7 125.0 125.0 24 125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71.8 116.6 125.0 30 125.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 36 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.6 36 22.0 47.8 77.7 125.0 42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66.6 125.0 48 125.0 125.0 125.0 125.0 48 69.7 125.0 125.0 125.0 48 16.5 35.9 58.3 149.7 54 125.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 31.9 51.8 133.1 60 125.0 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 28.7 1 46.6 1 119.8 66 125.0 125.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.1 42.4 108.9 72 125.0 125.0 125.0 125.0 72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 78 125.0 125.0 125.0 125.0 78 42.9 93.2 125.0 125.0 78 22.1 35.9 92.1 18 50-518" 125.0 125.0 125.0 125.0 18 84" 128.4 125.0 125.0 125.0 18 132" 33.1 71.9 116.8 125.0 24 125.0 125.0 125.0 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53.9 87.6 125.0 30 125.0 125.0 125.0 125.0 30 77.1 125.0 125.0 125.0 30 19.9 43.1 70.1 125.0 36 125.0 125.0 125.0 125.0 36 64.2 139.5 125.0 125.0 36 16.5 35.9 58.4 125.0 42 125.0 125.0 125.0 125.0 42 55.0 119.5 125.0 125.0 1 42 - 30.8 50.0 128.5 48 125.0 125.0 125.0 125.0 48 48.2 104.6 125.0 125.0 48 27.0 43.8 112.5 64 125.0 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0 54 24.0 38.9 100.0 60 125.0 125.0 125.0 125.0 60 38.5 83.7 135.9 125.0 60 21.6 35.0 90.0 66 147.7 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0 66 19.6 31.8 81.8 72 135.3 125.0 125.0 125.0 72 32.1 69.7 113.3 125.0 72 18.0 29.2 75.0 76 124.9 125.0 125.0 125.0 78 29.6 64.4 1 104.6 125.0 78 16.6 26.9 69.2 18 57" 125.0 125.0 125.0 125.0 18 96" 86.0 125.0 125.0 125.0 18 144" 25.5 55.4 89.9 125.0 24 125.0 125.0 125.0 125.0 24 64.5 140.1 125.0 125.0 24 19.1 41.5 67.5 125.0 30 125.0 125.0 125.0 125.0 30 51.6 112.1 125.0 125.0 30 15.3 33.2 54.0 138.6 36 125.0 125.0 125.0 125.0 36 43.0 93.4 125.0 125.0 36 - 27.7 45.0 115.5 42 125.0 125.0 125.0 125.0 42 36.9 80.1 130.1 125.0 42 23.7 38.5 99.0 48 125.0 125.0 125.0 125.0 48 32.3 70.1 113.8 125.0 48 20.8 33.7 86.6 54 137.0 125.0 125.0 125.0 64 28.7 62.3 101.2 125.0 54 18.5 30.0 77.0 0 123.3 125.0 125.0 125.0 60 25.8 56.1 91.1 125.0 60 16.6 27.0 69.3 6 j 112.1 125.0 125.0 125.0 66 23.5 51.0 82.8 125.0 66 15A 24.5 63.0 2 102.8 125.0 125.0 125.0 72 21.5 46.7 75.9 125.0 72 22.5 57.8 78 94.8 125.0 125.0 125.0 78 19.9 43.1 70.0 125.0 78 20.8 53.3 18 63" 125.0 125.0 125.0 125.0 18 108" 60.4 131.2 125.0 125.0 18 150" 22.6 49.0 79.6 125.0 24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 16.9 36.7 59.7 125.0 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 29.4 47.7 122.6 36 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 102.2 42 130.5 125.0 1 125.0 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 48 114.2 125.0 125.0 125.0 48 22.7 49.2 79.9 125.0 48 18.4 29.8 76.6 54 101.5 125.0 125.0 125.0 54 20.1 43.7 71.1 125.0 54 16.3 26.5 68.1 60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 - 23.9 61.3 66 83.0 125.0 125.0 125.0 66 16.5 35.8 58.1 66 21.7 55.7 72 76.1 142.4 125.0 125.0 72 15.1 32.8 53.3 M124.4 72 19.9 51.1 78 70.2 131.4 125.0 125.0 78 30.3 49.2 78 8�1 • 41-.2 rn a 0 °z v vriarn � a. z 34� y = y z r o V] z q z a w a 3 j W a C z F z k za z m w w a a w � E �1 z a > c x = a E E o a LQ U U p U q [� Li 6 w t< • •• • • • • HORIZONTAL MULLION • • • • • • • • • • • • • • • • • • • • •' a °'+tom - LAZINc _ TYPICAL MULLION ARRANGEMENTS •• •aa- •• • • • •• m r� N PR VERTICAL PRODUCT \� 3 a MULUON ARCHES TO BE INSCRIBED �•n Qo-I h INSIDE RECTANGULAR SHAPE FUN _' '�1 o 0 C' -4 n Oz NOTE: • ••• ••• ••• GLAZING GLAZING �d RODO 111REVISED N�•c s Ln PRODUCT PRODUCT D- MULLIONS RATED IN THESE CHARTS MAY BE ORIE:TI� • • • '� V) N • • • s rn with the Florida rn Z 3 VERTICALLY OR HORIZONTALLY. • • • • • • • ui ing • de 02'3 zl cLAzwc cuzwc INTERPOLATION BETWEEN WIDTHS ALLOWED) ••• ••• �• ••• O No. 20-0814.10�� PRODUCT PRODUCT / E iratio&Date: 513012023 a > ' � •tX `'s`s WIDTH (W) = W1 + W2 ay; °Lsay�t4 FI W1 W2 L MULLION SPAN a 2 Miam pade Produc�rCo trot d ... • • • • •• of • • •• • •• • % 000 0 0 0 • 1 1/4 MIN. -1/2" MIN. W05/16" TAPCONS OD PENETRATION CUP (1 ON EACH WING) 3/4" MIN. MIN. EDGE DIST. 5/16" TAPCONS 2-3/16" CONCRETE OR 1-1/2" MIN. WOOD PENETRATION 1 PER ANGLE 4OLLOW BL CK 5/16" TAPCONS 5/16- TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 3/4" 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE Op MIN. n c mom I I I I I J O 2i i II II II II W O C 2 7/16° IX FLOATING CLIP II II 2 X 2 x 1/8" X I II II ALUM ANGLE Q MIN. II II II II a. 2 BY I U U < 1 BY I L-31 I I WOOD BUCK I I ------------- I, _ J 11 I I 2 % 2 % LE I I 1 I I WOOD BUCK I III FLOATING CUP II U ALUM ANGLE I I I I N 1 I I 1 U U I I I I I 1 I I I I 1 I I I : 5/16" TAPCONS ANCHORS TYPE V (INTO BLOCK) 1-1/2" MIN, WOOD IPPER 14 ATGLN ANCHORS TYPE 'G' (INTO CONCRETE) N t ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCKINTO CONCRETE OR BLOCK INTO TUBE MULLIONS. \z I I TAPCONS MAY BE HEX OR FLAT NERD. 1"x4" & 2"x4" MULL W � � H t MIN. EDGE DIST. a c 2-3/16" CONCRETE OR (n u 4' HOLLOW BLO K 5 /16- TAPCONS 5/16- TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY A 2 BY II II 2 X 2 X 1/8" 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE yy WOOD BUCK II II ALUM ANGLE ,y I I \Z ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.`' 1 N 2 ANCHORS INTO WOOD QX d II LI -JIit K I 2 X 2 X 1 UWOOD BC1111FLOATING CLIP TYPE 'A' ALUM ANGLE n`o vwnp- e r m O O 5/16" TAPCONS N I I u u a d\\ n\ N 1 1/4" MIN. -1/2- MIN. WOOD PENETRATION 1-1/2" MIN. WOOD (PENETRATION EDGE DI T. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE fi �EEJ E ANCHORS TYPE 'C' (INTO BLOCK) :a , N N r:1 •••• ••? ' ;WiHr; �S *:[4E;'F' (INTO CONCRETE) • • • • a, ,R `�.i.:4Aasia7prrr • • • • •c �tCORS'rVRU 1X BUCK • • • • • • • INTp CaNCi2iTE OR BLOCK x r -1{g: II II _. ii ii w a x 1 1/4" MI ovaµ 1 IJ I�_�I II II N I oO2z ,p `+ r` C I` ] l;- J It II 2 x 2 X 1 8" I 1 W f 71n ------------- i FLOAi1NG CLIP I1 I I ALUM ANGLE d 1 ' a" • • e PRODUCT REVISED nti N I 2 BY I I U u a 1 e • • • • • as complying with the Florida •' _ -- \ I WOOD BUCK I I I i 1 • • - • • • • • building Code ' j ' =; 0 I 1 I I I I`---------i • • • • • • • • • • aIOA-No. 20-0814.10 I I i i • • • • • • Ex (ration Date" 5I30/2023 ANCHORS TYPE ' B' A1-TERNATE M am4ade product Co trol a FI 4 ANCHORS INTO WOOD ANCHOR LOCATION• • • • a • e • • • d Gi • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16" TAPCONS MIN. EDGE DIST. 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 5/16' TAPCONS 2-3 OR 4 HOLLOW BLO K 1-3/4" MIN. EMBED INTO MASONRY 3 1 4 1 1 PER ANGLE ,MIN �••��jjj}}}��1,„�I II II CONCRETE I I I I C ONCRETE OUIR IL- J CEMENT BLOCKCK jj II �2 % 2 % 1/6" [FLOATING - -------- CEMENT BLOCK I 11 1 I ALUM ANGLE I I a 1 I CLIP U U I I I I I -� ANCHORS TYPE 'C'(INTO BLOCK) ANCHORS TYPE 'F' INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE - MULL ANCHOR LOCATION , jr---------- ` I II 1 �r-1 I, 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) I e I I II I I II I I I I I I I -I - h r1 I I 11 II II 1 I ii Ala II �I� III II� 1 I fl d II 14 z 5/16TAPCONS 1-3/4' MIN. EMBED INTO MASONRY - 1 PER ANGLE #12 SMS 2 PER ANGLE MIN. EDGE DIST. 2-3/ E OR 4" OLLOW BL CK 5/16" TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 5/16" TAPCONS 1-3/4- MIN. EMBED INTO MASONRY / o 4 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE q .l "I 1-7 I ma6 p17a • `� 0 N Zo zw---------- itI''ltII Wv•• ZyRtiIJ O IL �IIt CONCRETE OR IIIII CEMENT BLOCK I I 2X2%1/8" ALUM ANGLE I I J L L 2% )6 CUP I OATINO CUP MIN. 14 E } 3 1 4" MIN. MuLL F a Z z ® ANCHORS TYPE 'D' (INTO BLOCK) w ANCHORS TYPE 'G(INTO CONCRETES 2�4 L) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK �+ a 1 "x4" & 2"x4" MULL A I 1 MULL I I f1 ~ qy $ a 1 I FLOATING CLIP ------------- CONCRETE OR� A CEMENT BLOCK Ir-ll p I - I r..• i .. - `I•. � 4� � e u m t(fo�y E E J E 5/16' TAPCONS x 1 C1 ai o ci 1-3/4' MIN. EM11 INTO MASONRY a iu 'j p y1 LL f 4•P�CL1 (1 �N : :1 WIN.)• • • • • ag x I • • • • • • e • • • • tlaeaa1,t,, ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. oU .1 a O F �e -s ••• ••• ••• • ••• mi,n,q TAPCONS MAY BE HEX OR FLAT HEAD. i •• • • • • • • • PRODUCT REVISED I— - ,, • • e • • • • • complying with the Florida as • • • • • • • • • • Building Code _ _ _. • • • • • • ONOa em C o ,9".i (� •" v,• �.. �a �_. No. 20-0814.10 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PWZTECTED • • • I*1 r y *a WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR. Ex iration Date• 5/30/2023 0 _ `s WATER -WHITE METHACRYIATE LACQUER, wl gill Miam pade Product'Co trot • • • • • • d • • • • • • a • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • MIN. EDGE DIST. 2-3/16" CONCRETE OR 4HOLLOW K 3— 5/16' TAPCONS MIN. 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) \Z 2X6 MULL CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 1 F O � z 1 I a o w Z m i w ' � u z ! N Z S I i + 11 ! 4{ 2X6 MULL /16" TAPCONS N 1 WOOD SUCK [.. a Vi -3/4" MIN. EMBED INTO MASONRY \ P 2X6 MULL 5/16" TAPCONS . Q PER CLIP (2 ON EACH WING)/ Z !i 1-3/4" MIN. EMBED INTO MASONRY ti ----------------------1 3 4" p 1 4 PER CLIP (2 ON EACH WING) j a 7 MIN. F----------------------------- 1 3/4 e E,MIN. 3/4" i/72X6 MULL � � a MIN. EDGE DIST. 2-3/16" CONCRETE OR c 4" HOLLOW BLO K 3-3/4" 5/16" TAPCONS L MIN. 1-3/4" MIN. EMBED INTO MASONRY . 4 PER CUP (2 ON EACH WING) O L 7 C 3 `!2, c j Z W O G Z L CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5,688' 2X6 MULL _ L 1 " 6 1 �y a \Z 1 < o U o 2 -------------------------- ------ n A - z 3-3/4" R N a o MIN. m� ANCHORS TYPE 'E' (INTO BLOCKS t N V V rn Y W W 6 W 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG t t r t INTO TUBE Mu(.uoNs. ANCHORS TYPE 'H' (INTO CONCRETE) wooD BucK ANCHORS TYPE E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. m LL m E2 o In4 ANCHORS THRU 1X BUCK a'� 0 0 INTO CONCRETE OR BLOCK 'E $ ; s o N ANCHORS TYPE H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN a m ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN WATER -WHITE MEfHACRYLATE LACQUER. a E E E a a w � °' e= mzm iy o x 0m•, • • • • • • • • • • • • • -PRODUCT REVISED m w„ m a lu a • • • • as complying with the Florida z+ o Y a Building Code • • • • • • • • • • • iloMNo. 20-0814.10 • • • • • • Ex iration Date• 5/30/2023 Miam ade Produot'C trot d • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 14 MIN. EDGE DIST. 5/16" TAPCONS 2-3/16" CONCRETE OR 1-3/4' MIN. EMBED INTO MASONRY 3-3/4" 4' HOLLOW BLOCK �4 TOTAL (2 ON EACH WING)—T , MIN. -Ill. µ _Mi ong 2 -7/16' 1 1 1 1 1 MIN. 2X4 or 2X6 Mull 1 ______________J LJ LJ ALUM ANGLE I I 1 I I I I I I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLOCK LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" TAPCONS #14 SMS 1-3/4" MIN. EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE N. 0 I I 5/8"(2) I L_TL_ ___________ _J I 3" I I I I I 1 I 1 1 3/4" OPTIONAL ANCHOR DETAIL MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL " L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3,688' 2 X 4 3.688' 2 X 6 5,688' E L CLIPS AND ANGLES ARE TO FIT INTO TUBE MULLIONS. HERE ANGLES ARE NOT FIT SNUG TUBE MULLIONS, SEE OPTIONAL OR DETAIL AT SHEET 9 OF 10, 14 S.M.S. 2/ CHANNEL, FTUBE MULLION #12 F.H. S.M.S. 2/ SIDE 1/6" THICK ALUM CHANNEL LUSE LENGTH TO FIT SNUG NTO MULLION MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 17 C O v� M I o v~ a LI o LID � w o moo o < z w z W o o �.z q cn Z G N w 2 V ro s O .a a j w a N w z o F } 'n v3 z � z jj5q ] w P, µl 5 U U U) C) U 9p t #14 FH SMS F� 2 PER CLIP ACCESS HOLE 1-1/2' O.C. MIN. H 0 g c a v n o 0 N 0 d o _____ U m e a o \ t m _____ L s"w w o. L N we coy t 1 I I THIS SCREW CAN BE O O O INSTALLEDINNm�fEIoITIAH�ER 21 PER CLPSMS W �d 1" O.C. MIN. I I I 5> a o 0 0 I I Io- o E J 0 E y 2a U • s • • • • • 1 •3/ x•1/ (F •2% TUBE) t t a • • • •3/4F X X•1/!Q F (16Y TUBE) �%%licic3#;tdt - 3 Pf • • • • • • • gLUM ANGLE • • • CUt TO•FI $NUG tjDE TUBE • • 00 �. <c ANCHORS TYPE 'I' METAL TO METAL CONNECTION FzR i USE CHARTS FCF*"HOR T` Fa ji' TQ •1/fF&RIFY CAPACITY QF•JONNECTION'.� • • • • • • • • PRODUCT REVISED • • • • • • • • as complying with the Florida c w • • • • • • • • • •Building Code F�. a .r�3'� • • • • • • • %OA-No. 20-0814.10 0 ALL CLIPS AND AN TO FIIP SNUG • • • • L'' •' �'l' INTO TUBE MULLIONS. Ex (ration Date• S/30/2023 a I ,. TAPCONS MAY BE HEX OR FLAT HEAD, BY: • • • • • • • 000 • • Miam Qade Producl!'Co trol EQ • • • • • • • • • • ••• • • • ••• • • ANCHOR ANCHOR TYPES ANCHOR TYPES Wdth(w)MULLSPaN 'I A B C D E_,- G F,i I Width (w MULL SPAN A B C D E F H18 383/8 125.00 125.00 125.00 125.00 125.00 1 125.00 125 000 125.00 125.00 18 741(4 90.72 126.00 125.00 125.00 125.00 125.00 25.00 125.00 18 120 56.13 112.77 129.07 125.00 125.00 144.27 125.00 125.00 125.0024 131.65 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 24 68.04 136.DB 125.00 125.00 125.00 125.00 25.00 125.00 2A 42.10 84.20 96.80 145.60 125.00 108.20 125.00 125.00 115.7030 105.32 126.00 125.00 125.00 125.00 125.00 125.OD 125.GG 125.00 30 54.43 108.8fi 125.16 125.00 125.00 139.89 25.00 149.59 30 33.68 67.36 77A4 116.48 125.00 86.56 130.24 125.00 92.5836 87.77 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 36 45.36 90.72 104.30 125.00 125.00 116.58 f942*' 25.00 124.66 36 211.07 56.13 64.53 97.07 129.00 72.13 108.53 11420 77.1342 75.23 125.00 125.00 125.00 125.00 125.00 125.00 125.0G 125.OD 42 38.B8 77.78 89.40 134.46 125.00 99.92 25.00 106.85 42 24.06 48.11 55.31 83.20 110.57 61.83 93.03 123.60 66.1148 65.82 131.85 125.00 125.00 125.00 725.00 125.OD 125.00 i25.00 48 34.02 88.04 78.22 117.66 125.00 e7.d3 25.00 83.49 48 21.05 42.10 48.d0 72.80 96.75 54.10 B1.40 106.15 57.8554 58.51 117.02 134.53 125.00 125.0G 125.OD 125.00 125.0G 125.00 54 3024 80.48 89.53 104.58 138.99 77.72 25.00 83.11 64 18.77 37.42 43,02 84.71 86.00 48.OB 7238 96.13 51.4260 52.68 105.32 121.08 125.00 125,00 125.00 125.00 125.00 744.72 60 27.22 54,43 62,58 94.13 125.09 69.95 39.83 74.80 60 16.84 33.68 38.72 58.24 77.40 432Il 65.12 68.52 48.28 66 47.87 95.74 110.07 125.00 125.DG 125,00 125.00 125.00 131.56 66 49.48 56.89 85.57 113.72 63.59 95.68 127.12 68.00 _ 66 15.31 30.62 3520 52.95 70.36 39.35 59.20 78.65 42.07 72 43.88 87.77 100.90 125AD 125.00 125.00 125,00 125.00 120.60 72 45.36 52.15 78.44 104.24 58.29 87.70 116.53 62.33 72 14.G3 28.07 3227 48.53 64.50 36.07 54.27 72.10 38.57 78 40.51 81.01 93.14 140.09 125.00 104A 1 125.00 125.00 111.32 78 41.87 48.14 72.40 9622 53.81 80.96 107.56 57.54 78 12.95 25.91 29.78 44.80 59.54 3329 50.09 68.55 35.60 18 50 518 '- 133.06 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 18 84 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.D0 _ 18 132 51.03 102.05 117.33 125.00 125.00 131.15 125.00 125.D0 140.24 24 99.79 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 24 [40.10 120.29 138.29 125.00 125.00 125A0 126.00 125,0D 125.DD 24 38.27 76.55 58.00 132.36 125.0U 98.36 148.00 12500 105.18 30 36 79.83 125.00 125.00 125.00 125.00 425.D0 125.00 125.00 125.00 30 96.23 110.63 125.00 125.00 123.66 125.00 125.00 13223 30 30.62 6124 70.40 105.89 140.73 78.69 118.40 125.00 84.15 66.53 13306 125.00 125.00 125.00 125.00 125.00 125.00 125.00 36 S0.19 WAS 138.67 125.00 103.05 125.00 125.00 110.19 36 25M 51.03 58.67 88.24 117.27 65,68 98.67 131.09 70.12 �; 57.02 114 05 0 125.00 125.00 125.00 125.00 125.00 42 65.73 79.02 118.86 125.00 85.33 132,90 125.00 94.45 42 21.87 43.74 60.29 75.64 100.52 5621 84.57 112.36 60.10 48 49.90 99.79 'i. 25.00 125.00 NOW 125.00 125.00 137-13 49 30.07 NJ 69.14 104.00 13621 77.29 11629 125.00 82.64 _ 48 19.14 38.27 1 44.00 1 86.18 87.95 49.18 74.D0 98.32 1 52.59 54 60 44.35 88.70 101.98 125.00 125.00 113.99 125.00 125.00 121.89 54 26.73 53.46 61.46 92A4 122.86 68.70 103.37 137.33 73.46 54 17.01 34.02 39.11 58.83 78.18 43.72 65.78 37.39 46.75 39.92 79,53 91.78 138.05 125.00 102.59 125.00 125.00 109.70 60 24.06 48.11 55.31 83.20 110.57 61.83 93.03 123.60 66.11 60 15.31 30.62 35.20 52.95 70.36 39.35 59.20 78.65 42.07 66 36.29 72.58 83.44 125.50 125.00 9326 140.33 125.00 99.73 66 21.87 43.74 50.29 75.64 100.52 5621 84.57 112.36 60.10 _ Be 13.92 27.83 32.00 48.13 63.97 35.77 53.02 71.50 38.25 72 33.26 66.53 76.48 115.04 125.00 85A9 128.63 125.00 91.42 72 20.05 40.10 46.10 69.33 92.14 51.52 77.52 103.00 55.t0 72 12.76 25.52 29.33 44.12 58.64 32.79 49.33 65.65 35.06 78 30.71 61.41 70.60 106.19 141.13 78.92 118.74 125.00 84.39 78 18.51 37.D1 42.55 64.00 85.05 47.56 71.58 95.08 50.86 76 11.78 23.55 27.08 40.73 54.13 3027 45.54 60.50 32.36 18 67 118.18 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 18 88 70A7 140.33 125.00 125.0G 125.00 125,00 125.00 125,00 125.00 18 '144 46.78 93.56 10756 125.00 125.00 120.22 125.00 125.00 128.56 24 88.63 125.00 125.00 125.00 126.00 125.00 125.00 125.00 125.00 24 52.83 105.26 121.00 125.00 125.00 13525 125.00 125.00 144.63 24 35.08 70.17 80.67 121.33 125.00 90.17 135.67 125.00 96.42 30 70.91 141.81 125.00 125.00 125A0 125.00 125.00 125.00 125.00 30 42.10 84.20 96.80 145.60 125.00 10820 125.00 125.00 115.70 - 30 26.07 56.13 64.53 97.07 129.00 72.13 108.53 144.20 77.13 36 59.09 118.18 135.86 125.00 125.00 125.00 125.00 125.00 125.00 36 35.08 70.17 50.67 121.33 125.00 90A7 135.67 125.00 96.42 36 23.39 46.78 53.78 80.89 107.50 60.11 90.44 120.17 64.28 42 50.65 101.29 116.45 125.00 125.00 130.17 125.00 125.00 139.19 42 30,07 60.14 69.14 104.00 138.21 77.29 116,29 125.00 82.64 42 20.05 40.10 46.10 69.33 92.14 51.52 77.52 103.00 55.10 48 44.32 88.63 101.89 125.00 125.00 113.89 125.00 125.00 121.79 48 26.31 52.83 60.50 91.00 120.94 67.63 101.75 135.19 72.31 48 17.54 35.08 40.33 60.67 80.63 45.00 87.83 90.13 46.21 54 39.39 78.7E 90.57 138.23 125.00 101.24 125.00 125.00 10826 84 23.39 46.7E 53.7E 80.89 107.50 60.11 90,44 120.17 642E 64 15.59 31.19 35.85 53.83 71.67 40.07 60.30 80.11 42.85 60 66 35.45 Mill 81.52 122.61 125.00 91.12 137.09 125.00 97.43 60 21.05 42.10 48.40 72.80 96.75 54.10 81.40 108.15 57.85 60 14.03 28.07 32.27 48.53 64.50 36.07 54.27 72.10 38.57 32.23 64.46 74.11 111.46 148.13 82.83 124.63 125.00 88.57 66 19.14 38.27 44.00 68.18 87.95 49.18 74.00 98.32 52.59 66 12.76 25.52 29.33 44.12 58.64 32.79 49.33 65.55 35.D6 72 59.D9 67.93 102.18 135.79 75.93 114.25 125.00 81.19 72 17.54 35.08 40.33 80.67 80,03 45.05 67.83 90.13 4821 72 11.69 23.39 26.89 40.44 53.75 30.06 45.22 60.08 32.14 78 54.54 62.70 94.32 125.34 70A9 105.4E 140.11 74.95 78 16.19 32.3E 37.23 58.00 74.42 d1.82 62.82 83.19 44.50 78 10.79 21.59 24.82 37.33 49.62 2T.74 41.74 55.46 29.67 18 63 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 18 108 82.37 124.74 143.41 125.00 125.00 125.00 125.00 125.00 /25.00 18 150 44.91 89.81 10325 125.00 125.00 115.41 173.85 125.00 123.41 24 r727 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 24 46.7E 83.56 107.56 125.00 125.00 120.22 125.D0 125.00 128.56 24 33.6E 87.36 77.44 118.46 125.00 86.56 130.24 125.00 92.56 30 128.30 147.50 125.00 125.00 725.00 125.00 125.00 125.00 30 37.42 74.84 86.04 129.42 125.GO 96.1E 144.71 125.00 102.84 30 26.94 53.89 81.95 93.1E 123.64 6925 104.19 138.43 74.05 36 106.92 122.92 125.00 125.00 137.40 125.00 125.00 146.82 36 31.19 62.37 71.70 107.85 143.33 80.15 120.59 125.00 85.70 36 22.45 44.91 5143 77.65 103.20 57.71 86.83 115.36 61.71 42 91.65 105.36 125.00 125.00 117.77 125.D0 125.00 125.93 42 26.73 53.46 61.46 92.44 122.06 68.70 103.37 137.33 73.46 42 1925 38,49 44.25. 66.56 88.46 49.46 74.42 98.88 52.89 48 40,10 80.19 92.19 138.97 125.00 103.05 125.00 125.00 110.iB 48 23.39 46.78 53.78 80.89 107.50 60.11 9G." 120.17 64.28 48 16.84 33.68 38.72 58.24 77.40 43.28 65A2 86.52 46.28 54 35.64 71,28 81.95 123.26 125.00 91.60 137.82 125A0 97.95 54 20.79 41.58 47.60 71.90 95.56 53.43 80.40 106.81 57.14 64 14.97 29.94 34A2 51.77 68.80 38A7 57.88 76.91 41.14 60 32.08 54.15 73.75 110.93 147,43 82.44 124.04 125.00 88.15 60 18.71 37.42 43.02 64.71 86.00 48.09 72.36 96.13 51.42 60 13.47 26.94 30.98 46.59 61.92 34.62 52.10 69.22 37.02 66 29.16 58.32 67.05 700.85 134.03 74.84 112.76 149.82 80.14 66 17.01 34.02 39.11 58.83 78.1E 43.72 65.7E 87.39 46.T5_ 68 12.25 24.49 28.16 42.96 5629 31.4E 47.36 62.92 33.86 72 78 26.73 53,46 61.46 92.44 12:2 :6 68.70 103.37 137.33 73.46 72 15.59 31.19 35.85 53.93 71.87 40.07 60.30 80.11 42.85 72 11.23 22.45 25.81 38.83 51.80 28.85 43.41 57.68 30.85 24.67 49.35 56.73 85.33 113.41 63.41 95.41 126.77 67.81 78 14.39 28.79 33.09 49.7E 66.15 3fi.99 55.86 73.95 39.56 78 10.36 20.73 23.83 35.84 47.83 28.63 40.07 53.24 28.4E ANCHOR/CLIP ANCHOR/CUP HORIZONTAL MUWON -- VERTICAL Z O VUWON J 7 J GLAZING - G'1dINC Q PRODUCT PRODUCT C IL U ICHOR/CU j 3 O J En K W 12 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIPARRANGEMENTS GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT ANCHOR/CLIP ANCHOR CLIP NOTES: • • • • • • • • • 1. FOR CLIP TYPES AND ANCHOR CONDITIONS: REFER `• TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND• NOTEf * • • • • • • • • 2. REFER TO CHARTS ABOVE FOR MAX. DESIQ0RF•S&yRE7 •: `• ` : : a • ` 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4 ANY ANCHOR CONDITION SHOWN HEREIN gAAY -Q ER LOCATIONS AT HEAD, SILL OR JAMB EN@S.• • • • • • • 0 • • • • PRODUCT REVISED 5. INTERPOLATION BETWEEN WIDTHS ORS N ly�tOWEy. • • • • • as complying with the Florida • , • • • e • : • • • • • • • • Building Code a • • %OA-No. 20-0814.10 Ezgiration Date• 313012023 By: • o • o a • • • • • • • MIaMIIDade ProduoV trot -All,- • • • • •• •• • • • •• •• ••• • • • ••• • • O �o s M O o In rb z c m�W) a zr � C z v ca ooz W = Z O � F a I w � z a N z a z O � A rn �a a O U z z 4 E pEp o i N U 0 lJ 4 x pp11 s v L r Fz N nm� : Q rs COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lawson Industries, Inc. 01 NW 90 Street edley, FL 33166 OPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miamidade.eWbuildinE 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.Coua RER - Product Control Section to be used in Miami Dade County and other areas where avered by tNe uthorit7•: • Having Jurisdiction (AHJ). .. •"•• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade L'ounty Product Conf of Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dalj.*�Qunty) r;�e ;�e the rr ht• be: to have this product or material tested for quality assurance purposes. If this product pr jVaterial:a?4J8 perfgW.. in the accepted manner, the manufacturer will incur the expense of such testing andsdhe.4HJ may, rwnediataty..' revoke, modify, or suspend the use of such product or material within their jurisdictken. RIR reservestke•v right to revoke this acceptance if it is determined by Miami -Dade County ProdiVIC8gtrol Section that this•. product or material fails to meet the requirements of the applicable building code.. . .. .r•.. ...... This product is approved as described herein, and has been designed to comply wit;4te %orida > i�l*ling Cgs • • • including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS-8700 (Flange Frame)" Aluminum Horizontal Sliding Window - L.M q APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision F, dated 07/31/20, 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 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 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. 19-0708.09 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-08 Expiration Date: April I1, 202 Approval Date: October 08, 2020 T0/01it", 20 Page'1 `` Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. ; • (Submitted under NOA No. 19-0708.09) ...... .... ...... B. TESTS • • •: • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9.49• • •. ; •. • . • 2) Uniform Static Air Pressure Test, Loading perXBC TAS 202-9,f ... . ..... 3) Water Resistance Test, per FBC TAS 202i94.. • ; • • • • • ...... 4) Large Missile Impact Test per FBC, TAS Ot--94 • 5) Cyclic Wind Pressure Loading per FBC, TAS 2103-94'. 6) Forced Entry Test, per FBC 2411 3.2.1, Ti��•212-94* . .;; ; • • • •; along with marked -up drawings and installation diagram of a series HS-%7A0 flange frame aluminum horizontal sliding window, XO and XOX configurations, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10715, dated 05/08/19, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 19-0708.09) 2. 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, and 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. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. 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. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) / Manuel Perez, P.E. Product Control Ex�31 NO No. 20- Expiration Date: April 11 Approval Date: October 08, 2020 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 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 (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-304$i HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, :' HETI-10-3131, HETI-10-3224 and HETI-10-3226, all date4 6X;f / 11, Q signed ,�L4; sealed by Candido F. Font, P.E. • • •: •. ...... (Submitted under NOA No. 11-0705.10) 0 00000 • • • 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS IN -94 .. . ..... 2) Cyclic Wind Pressure Loading per FBC, TA•..S ..2'.03-9g' •' • • ...... along with marked -up drawings and installation diagram of•an•Iluminurn horizontaV sliding window, XOX configuration, prepared by Hurricant Engineer:11g & Testtttg' • Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed X $ealeJ hy. �afael -E-? •; Droz-Seda, P.E. 000000 (Submitted under NOA No. 11-0705.10) 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 Hurricane Engineering & Testing, Inc., Test Reports No. 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, all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) Manuel Perez, P.E. Product Control Exa NO No. 20- �13�.O Expiration Date: April 11, Approval Date: October 08, 2020 E - 2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 7. 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, T:kS.ZQ2-94"••:' along with marked -up drawings and installation diagram of 8• ;pg�Imens•Q 4jr •; ; • aluminum horizontal sliding window, XO configuration, preparsd by Fenestration . Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3O" and F;Fj'-3�641) • dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signeVild sealed by Luis ". ...... . . ..... ...... Antonio Flguere 0, P.E. .. .. . ...... (Submitted under NOA No. 02-0227.05) • • • • • • • • . . .. . ...... .. :....: C. CALCULATIONS • • • • • • � • 1. Anchor verification calculations and structural analysis, complying with'U2G; prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. Manuel Perez, P.E. Product Control ExapyMr NOA No. 20- 13.0 Expiration Date: April 11, 2 Approval Date: October 08, 2020 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS �j ItT-ty-�iE' ��' 101�7" 4d� �I�i .R 1. Statement letter of conformance, complying with the1ya�� , dated June 24, 2019, issued, signed and sealed by Thomas J otos," . (Submitted under NOA No. 19-0708.09) 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. • (Submitted under NOA No. 19-0708.09) "•"' 3. Proposal No. 18-1697 issued by the Product Control Section. &1@d JanTw.04, 20 L9•,•;: • signed by Manuel Perez, P.E. ....•. ...... (Submitted under NOA No. 19-0708.09) • • • • • • • 4. Laboratory compliance letter for Test Reports No. HETI-10-3b17 HEV40-3048• •: • •. HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-IO OW, HEjV1823052H,.* • • • HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-, 434,;HETI-10-3131, • HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI40-3226, all:i'§.Su2d by " Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23�14•rd 041d� 1, sig;ed••� and sealed by Candido F. Font, P.E. •....' (Submitted under NOA No. 11-0705.10) 5. 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 NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Reports No. 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, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 7. Laboratory compliance letter for Test Reports No. 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, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-1212.17, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 02/01/18 and expiring on 04/11/22. Manuel Perez, P.E. Product Control Exa NO No. 20 :13�.O Expiration Date: April 11, Approval Date: October 08, 2020 E - 4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision F dated 07/31/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS • 1. None .' . • C. CALCULATIONS ...:.. 1. None. 000000 • • • • .... . .. .... . • •... . . ..... D. QUALITY ASSURANCE ...• • • • .. .. . ...... 1. Miami -Dade Department of Regulatory and Economic Resox�aaa JRER) . .' . . .. . .... E. MATERIAL CERTIFICATIONS ' •"• .. ' 6. 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inel.fpr ttreir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21 /21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7tn Edition (2020), dated August 03, 2020, issued by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 19-0708.09, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange Frame)" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/01 / 19 and expiring on 04/ 11 /22. Manuel Perez, P.E. Product Control Ex r NOA No. 20- 813.0 Expiration Date: April .1, 2 Approval Date: October 08, 2020 E-5 NOTE_ 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. & BI- REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A AI B1 NOTE . 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & BI" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS"➢, & E" REFER TO SHEET 05 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al E� D B 81 E NOTES: XOX - Un-Equal Lite (1/4-1/2-1/4 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & BI" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4% REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS. AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROWT) FT.FVATTnN.q General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017 6th Edition & 2020-7th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. 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 THE FLORIDA BUILDING CODE & 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 (O.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 #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 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 SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON 'XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX" WINDOWS. 11.) SEE 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 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE 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. O 1O � 1n z r3 t M m � n E. w m Now U o c w e F 3�n y z W z . J z C Zd Gay, z W o w � a� o 0 2 z o t• e a z F O 7 y F ' H cr O w a � o w � a O o � x a 00 N w 00rn x �z Fv�I :" • • • • • • • • • PRODUCT REVISED mwmo ,'.°''v y p+ • • • • • as complying with the Florida ; � a • _ _ '4 • { • • • • { { • • • s Building Code Z - - NOA-No. 20-0813.06 1 t ' 0 • • • • e • • { • • s • Ex iration Date 4111 /2022 '= By. �a w Miam ado Product'Co trot -as. s «% GQ�`A\ .••�T• • { •{• 0 a TEST UNIT SIZE: III" 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 DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE g3 & #4. 85 3/8' OVERALL FRAME WIDTH B4 3/8' INTERIOR FRAME WIDTH 5' a Max. D.L.O. Wdt Max�� L.O. dth . 2438 E �^ `/' D; f V B B 1 ANCHOR NOTES i 1. SAME ANCHOR SPACING AT HEAD 6 SILL EXT. 6 INT. FALSE COLONIAL W 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE -70PSF / - 75PSF (4 TOTAU ��7�g 'XOX" WINDOW EQUAL LITE P;5E 'VERTICAL CROSS-SECTION DETAILS -A, Al, B, A It' AT SHEET B3 TEST UNIT SIZE: SIS' X 63' 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET n5 INSTALLATION FASTENERS * Ill' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD- - 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0} TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL REWIRED AT MEETING RAILS (14 AT FRAME SILL IF DP ABOVE 70.0) FOR UNITS WITH O DAPUABOVE C) 5 AT EA FRAME JAMB 0.7 ( �f �uu c j 1� �: 1 4' i. I *SEE GENERAL NO— #3 & d4. i TEST UNIT S1713 .74 X 63'-- 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS • �_- -- 1V1 :I ; tRAME WIDTH- to {A) 6 AT FRAME HEAD — TWO ADDITIONAL ANCHORS C C) (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS O (B) 6 AT EA. FRAME SILL -� FOR UNITS WITH DP ABOVE O A (8 AT FRAME SILL IF DP ABO'JE 70.0) l H) �ii) I ll^=( 70f'SF C4 TD,TR4?-.„„,,. .. to 0 G z c (C) 5 AT EA. FRAME JAMB ../• if2 14- -SEE-`� ro h GENERAL NOTE g9 & g4. (OAX o c hh aMi F o (rwicAL IT LL -- -- -- -- (rwiCAL Arw rn o °O d o ' ACORNERS) 5 ALl O C A a N Mo 1 O.L.O. Width 3 o M o 13 1/4. O.C, _ 3 I_ y� _ 13 1/4. ¢ Z w o W z .2 z O ^ w 0 L7 W = x E "tO' ao :2 a zPQ o / N 13 1/4' D.C. 13 if4' € '^I 0 rn P4 z d e x N Z 13 1/4' T ® o O W C7 N Q SdSd 5' a Uf O a' pa 1. CHORSAME NOTES L W •'� O Q t. SAME ANCHOR SPACING AT MAD t SILL M) t INT. FALSE COLONIAL FI U 2. TWO ADDITIONAL ANCHORS REWIRED MUNTINS ARE APPLIED W/ .Q W/ SIILABLE AS OPTIONAL. LICONE AND ARE Co AVA AT MEETING RAILS FOR UNITS WITN a ABOVE 4/ 70PSF Up ABOVE WINDOW EQUAL LIfiE Q x NOTES, (."OX" REVERSED.) 1 SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, 6 B1' AT SHEET k3 fi 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, 6 E. AT SHEET Y4 5` SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FIRUME ELETTATIV175 AW. ( (TYPIGL AT g'ALI. CORNERS) Max. D.LO. Wd Ma D.. i idth = 24 3/, 1 A E li ---- 0 0 u 13 1/4' ¢C. 13 1/4' O.C. •• ••• •• • • • •• 13 - S• ANCHOR NOTES: � � L SANE ANCiC1;2 SPACING AT HEAD t SILL EXT. L INT. FALSE COLONIAL MUNTINS ARE 2. TWO ADDITIONAL ANCHORS REWIRED AT APPLIED W/SILICONE AND ARE AVAILABLE METING RAILS FOR UNITS WITN DP AS OPTIONAL. ABOVE -70PSF / - 75PSF (4 TOTAL) "XOX" WINDOW - UN -EQUAL LITE NC TES 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, At, B, t 11' AT SHEET R3 2. SEF. HORIZONTAL CRISS-SECTION DETAILS 'C, ➢, 6 E' AT SHEET N5 ¢c. • ••• ••• ••• • ••• PRODUCT REVISED • • • • • • • • as complying with the Florida • • • • • • • • Building Code • • • • • • • • • NOA-moo. 20-0813.06 • • • • • • • • • • • • Ex iration Cate• 4H 1 /2022 ByMiam ade Produet'Co trot 000 • • • • • • • • • • % • • • • • % • • • •• • • • •• ••• • • • ••• 0 0 S`� O 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 1 1/6' MIN. 2, WOOD BUCK AND FRAMING (NOT BY LAWSON - NOT BY:LAWSON INDUSTRIES, INC. C w r INDUSTRIES) MUST SUSTAIN LOADS IMPOSED.; �y a • EDGE DISTANCE BY THE GLAZING SYSTEM 00 In O 1 1/4MIN. EMBEDMEN� .• .a a d ti• o a .. I:7 w o o q a I' MIN. z> v) z z m GE ANCE z EDGE o '0 a ti o q ! Ch F w ° z ti 0 F 1/4 MAX.Y^� I/a• EXTERIOR GRADE Z SHIH SPACE r' � 2X (MIN. EMBED.) aJd o PERIMETER CAULKING w tvP a z a <TYP.) `�'' Y �zN i� 15 H V N O 11 O EXT. GRADE PERIMETER, 1/4' MAX. j 14 15 6 CAULKING NOT BY SHIM SPACE a0 U 'LAWSON INDUSTRIES', x TO BE APPLIED BY OTHERS (TYP.) O �y N > CLEAR SILICONE ADHESIVE EXTERIOR i 3 = BEDDING COMPOUND Al ; INTERIOR ] x 34 O Z _ = EXTERIOR INTERIOR � Q Y ALTERNATE DETAIL Z rc a ¢ LAMINATED GLASS ; ~ 4 w� i33 r a WOOD FRAME INSTALLATION DETAIL s n a ' 14 6 rem g 4� 3o A 27 g WINDOW INSTALLATION NOTES: s S 8o a z Y ? 3 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. < r 3 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE o` � •' n 28 ICI BY WINDOW INSTALLER (TYP.) -- 9 �'j 20 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO $ T a - ' HI -RISE SILL- OPTIONAL BE SEALED WJ AN APPROVED EXTERIOR GRADE CAULK sW s i s w • 26 36 FOR DP ABOVE +70.0 PSF BY OTHERS (TYP.) w o 0 2 DP MAX.) e o d o z z J SEEEE DP CHARTS ON WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 26. ! SHEETS #4, #5, & #6. MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ; `o s s 6. 32 p ! O Ii 110 P B1 1!., 13 ••• A11C1i4S:N0Ai. • i ••• o c w LL a ' .� • AN�6Ftf B #,y� S �},!R G SCREWS INTO WOOD, OR EXTERIOR GRADE EXT. GR� .( • • 4'T Yp i i PERIMETER CAULKING j 1/ TA O S P D C .FASTENERS INTO CONC., T..•. `` e CAULK —� — - • • 1dIiN A MINIIMUM EF 1 d/46 P"TRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Q n a I 1J4' MAX. a ^ 4 i/I MAX O G G .w :SHIM SPACE - a �a- ^a .... '4IIM SPACE ozN ;-=) N !- e d ' (TYR..I e d (TYP.> • • • • • e e 000 • PRODUCT REVISED 11/4' MIN. 1 1/4 MIN. '..' • • • • • _ - EMBEDMENT - EMBEDMENT. as,:omp yindg with the Florida 2 e a • • O .. a.a - • • • • • • • BJ11din o eon 4d. e a .. a d 4 Nt��lo. 20-0813.06 o m v1 1 • • • • •• • • • • Win• a d aJ, _ - .o • • • • • E irotionDate• /1112022� jX`4^....... 1 1/8' MIN, z •'AiF•� I EDGE DISTANC By: Vr °• `dC�;'e r I �t t F OPTIONAL SILL DETAIL Miam7 Dade Produetc trol 6 ••• • • • • ••• • • Ll • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKS BY OTHERS CTYP.) INTERIOR FINISH (BY OTHERS) #14 S.M.S. V/ 1 1/4' MIN, EMBEDMENT INTO WOOD . (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 2X 1 1/4' EM T 1' MIN. EDGE DISTANCE �ffffEK1E{-C{{{< EXTERIOR WALL FINISH BY OTHERS (TYR) 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, ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG, OFFICIAL <TYP.) d .. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON a O < INDUSTRIES) MUST SUSTAIN LOADS IMPOSED c [] w BY THE GLAZING SYSTEM q z a z z n a0 h o M i O F O PT. WOOD BUCKS N ¢ rn q 21 23 LAMINATED GLASS o �° v a 6 0 m 0 n 1/4• MAX. 33 SILICONE ADHESIVE 1/a• MAX. A. SHIM SPACE BEDDING COMPOUND SHIM SPACE n Z} h W W y (TYP.) 7 17 34 INTERIOR 3 (TYPJ Z O 6 1/4' TAPCON W/ 1 1/4' qz o MIN _ MIN, EMBEDMENT INTO CONC, a Ch < o (SEE ELEVATION AT SHEET #2 z rn n 12 IX FOR MAX. FASTENER SPACING) z0 i A () e a 0 1 16 a Z3 E i 17 8 11 _. = EMBEDMENT Oa 1 1/4" MIN. t{ z •@ {1 <{f _- - - - E EDMENT O N_ Q 3 1 1/8' MIN. (� k' a EDGE DISTANCE O w a W r4 x A .'., 14 4 000 0 ZO O 28 4 EXTERIOR 18 19 1 1 ( EXT. GP.AD5.+e. w m 1y T CAULK a ] Z co EXT. GRADE PERIMETER O Qy C .T. 0 CAULKING NOT BY O H v r LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP,) 73' MAX, ~ (T F315 8 221. L 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) LOCKS ARE REQUIRED PER EACH VENT. WINDOW FRAME BUCK WIDTH 74' MAX, WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED) s = w 4 s o' WINDOW INSTALLATION NOTES: v " 1. THE WIN➢OW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT, d o o o z s GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE "'- BY WINDOW INSTALLER (TYP.) i Ev EE '� a 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO ' BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK • • • • " " �' 4 • BY OTHERS (TYP.) • • • • • • •• • • • • • • • • z a i s ftti#"4 ®p�j� • 1/8"",SHIMSWINDOW E AND THE BUCK OR• • • • • MASONRYISIS LESS THAN ARE NOTREQUIRED.REQUIR • • • • • • • • • µ- ANCHORS NOTE: oz ® k a'.<' ca O ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CON ... ... .•. PRODUCT REVISED ff° j� •:� ,`n -Q WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR• • • • • • • • • a • R. T9 Co g with the Florida Binding Code mom•^• .0 • I:: w 9° . � a$�•Sj "•' !(•�� CON(, (REFER TO LOAD TABLES FOR QUANTITIES REOUIF�D)• • • • • • • • NOA-No. 20-0813.08 • • • • • • • • • e • E.tion Date /11/2022 n0 eyir Ff'Sd%>=•• Miam DadeProducY'C trot _ s F •• d O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED y O (SEE ELEVATION AT SHEET #2 - FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE .PT. WOOD BUCKS p S Q e 1/4' MAX. 21 22 23 34. BEDDING COMPOUND LAMINATED GLASS a. M a0 o SHIM SPACE 1/4' MAX. - r n U o (TYP.) 33 EXTERIOR SHIM SPACE 4 0 Qrb o 7 17 (TYP.) 5 27 30 31 --- 1/4' TAPCON W/ 1 1/4' i> R W w MIN. EMBEDMENT INTO CONC. zo Q .(SEE ELEVATION AT SHEET #2 60 q ` t R MAX. FASTENER SPACING) 14 FOi R o: Q o z t6 d � zo 1/4' IN. �; ,1 �11/4' MIN. p 0 MBEDM T 17 18 t BEDMENT a 8 - --- -- --- 1 1/8' MIN. Z F cxi -------------------------- ------T ----- --_ - -- EDGE DISTANCE " F o ®N , 0 4. 0 EXT. GRADE . EXT. GRADE CAULK _ i° NN N z CAULK O O O - _ W j 0 0 (~ 00 a I WINDOW FRAME BUCK WIDTH - � - � � A < x O �z L WINDOW FRAME FLANGE WIDTH ~ "XOX" WINDOW EQUAL AND UN —EQUAL LITE N WINDOW INSTALLATION NOTES: v SS S3 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. v u � GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE c 5 BY WINDOW INSTALLER (TYP.) w 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR s o 0 MASONRY IS LESS THAN 1/8 SHIMS ARE NOT REQUIRED. >:a o� EE C� EE > y ggLL U O U` U m _ - i is ---- --ANC—I-FO$S--N01'E: • r • • • • • • • • • • {F U i Yi ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR • • • • • • • • • c 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., • • • • -• • • • • • •• • • • • ••• • i.r WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • • • • • • • • CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) • • • • • • • • • • • • x f �Fs Rj PRODUCT REVISED 'zN �o} • • • • • • • • • • dos copplring with the Florida • • • • • • BMilding Code • • • • • • pr A-141% 20-0813.06 `jzoo �- • • • • • • •. • • %`dm� • • • • • • • • • EWQvatjog Date: 411112022 By: Y Miam Qade Produgt'Co trol t W S d A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOAD CAPACITY OX or XO WINDOWS: DE,Si,�V_PS # # + 1-Pressures fpso WINDOW Jamb H & S Glass Ty a "A" * 2 Glass T "B" * 2 Glass T "C" * 2) Glass '•D * 2 Glass a "E" * 3 Glass Type "F" * 3 c Q WIDTH ,HEIGHT Anchors Anchors + f< - sf + sf sf + sf sf + sf sf + sf sf + sf - sf '0 o z 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 n ro y % 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 "' o E 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 o cs d 00 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 .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 3 z W d c x C z 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 80.0 80.0 80.0 0 o Z q Z 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 a do o 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 c 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 z r 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8M 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 0 E 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 1 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U E 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 50.0 80.0 z H 3 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 N 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 1 s 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 1 W ray x z 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - a C,w 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 N chi la ' 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 U) 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 to 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 Q x 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 z 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 ~ $E 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 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 0 265 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 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 . 50,625 5 4 _ 65.0 65.0 o " 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 s o o o 74 1 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 « W t 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 o h e 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 a W 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 �rc a� _ 26.5 63 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 37 63 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 = oo E g g 53.125 63 6 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 U 4 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - • • • • • -• • ea • A' • • • • • • • • • • • A , it • • cLl �f9 • • • • • • • • • O......... x Y 4 Notes * I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SIUCONE OPTIONS. • • • • • • • i?RODUCT REVISED 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW • • • • • • a•tomplying with the Florida (WINDOWS WITH GLASS TYPES -A, B, C, & D-) • • • • • • • Br{Iding Code 3.) HI RLSE SILL ARE FOR WINDOWS ABOVE DP �\ • • • • • • • m o-� Z 5o J ° C" Lu �' Z 'r o < 0 +70.0 // • • NSA -No. 20-0813.06�� (WINDOWS WITH GLASS TYPES 'E, & F7 AND +50.0 DP MAX. ,X/ �%% \\�• • ��, • • • • • • •��. mm '• _• Gj w� s� rW e J •`•'••T••`•• SEE HI RISE SILL DETAIL 'BI" AT SHEET 3 OF 10. ' ��• • • • • E iration Date• 4/11/2022 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. ELEVATION AT SHEET 2 OF 10) �` '� ey. F• C °' \� I aatdDllltt (SEE 5.) WINDOWS WITH GLASS TYPES •A, C. OR G' INSTALLED ABOVE SOFT. Miam ade Product'C trot WI d IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. .!D ]7p• • • •0 go La • •• •• • • • •• •• ••• • • • •e• • 0 DESIGN LOAD CAPACITY PS - XOX WINDOWS with Un-Equal Life (114-112-1/4) _ + 1- Pressures to FRAME SIZE # Jamb Anchors # H 8 S Anchors Glass Type "B" * 2 Glass T "C.. * 2 Glass a "D" * 2 Glass T e '"E" * 3 Glass a " I "' * 3 Glass T e '"G" * 2 o o p A z „WIDTH _HEIGHT + sf - sf + sI - sf + sf - sf + sf - sf + sf - sf + sf - f 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 ° n '0 rn 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 " o E- o 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 o ] dcr o 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 m o w n 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 o 3 a y z W -. Eo o C 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 0 o Z p Z z 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 a o 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 rn 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 5 C o 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 Z 72 48 1 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 s a F t 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z a ~ O z a ; 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 N 84 60 5 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 O 96 60 5 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a x s 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H cFi m 6 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 85.0 75.0 52.0 52.0 65.0 75.0 Ul j CO a 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 y m 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Q x 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 g 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 s� a 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 3 ■ " 3 106.25 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 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '` S 106.25 58 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a s ill 26 T411 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o g 8 z z w 111 38.375 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.050.625 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 = o o58 - 52.0 52.0 65.0 75.0 65.0 7 2,0 2.0 650 75.0 - 52.0 52.0 65.0 75.0 65.9 X.& • e Sk:Or • 5 .O 65.0 75.0 -";-, • • • • • • • • • • • • • ,a.caaaa;y • J3 Notes �*�: 1J SEE SHEET 9 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS. 'j•b �Oz �S1L `,'i g•. � 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW mm •'�� (WINDOWS WITH GLASS TYPES "A, B, C. & D") // // •�/ • • • see • P•RPDUCT REVISED • ai complying with the Florida •+� ua "; •.:1 s;- 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP �� %�� • • • • ilding Code t.. (WINDOWS WITH GLASS TYPES "E, & F") AND +00.0 DP MAX. '%�' '//'/; '/� • • • • • • NpA-No 20-0813.06 - M`°•G1 4� ` '''S� SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10.// �/ • • • • • • • • • • E ration Date• 11/2022mt om tea.'• ,• 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON a� `•• •' .ins"' I e•`• WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) sy: o, •e`•" - 5. WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. AMiam pad. Prod..Kt trol st=' wl IN THE HVHZ, THE I.G. EXTERIOR I1TE SHALL BE TEMPERED. &QiL-Un-EgS@I_.Litt! 1 • • • • • • • • • A • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY PS - XOX WINDOWS wiM Equal Lite 1/3-1/3-1/3 + / - Pressures o FRAME SOE # Jamb # H& S Glass Type "B" * 2 Glass Type "C' * 2 Glass Type "D" * 2 Glass Type "E" * 3 Glass Type "F" * 3 Glass Type "G.-* 2 o e z WIDTH HEIGHTAnchors Anchors + psf - psf + psf sf + psf - psf + psf - psf + psf - psf + psf - psfco " 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 CQ F " ¢ a 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 ¢ w 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m O N o < ? m 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 3 "k w o h 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 o z q z 84 36 1 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ro a `tt w o 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 7< 0i 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 E¢" 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z H 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m N 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 D] U) o A 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W w a x a 53.125 58 5 6 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 cam. o i 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 w 74 26 3 9 80.0 1 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 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z x 74 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 74 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s a 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 + 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a s 1 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 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 w 2 W 79.5 1 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 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 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o� E a E v 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U $ LL 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.4 • • ' .[f. 5 .0• �0 65.0 5 7.0 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAIIS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3. HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP 060 • • • • • • • P•iiQDUCT REVISED • • as omplying with the FloridaF- (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ER 4A • • • • • Bt ding Code • • • • NQ11-No. 20-0613.06 m b rj SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • • • • • • • • • • E Iratlon Date' 4/11/2022 • • • • F w (' ` `�-r--•^` MY` WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) "A, By: IMi.. a .^/ i 5.) WINDOWS WITH GLASS TYPES C, OR G" INSTALLED ABOVE SOFT. Dade Product'C trol F IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Eoual Lite ••♦ • • Ca • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • -'--- - 'SILICONE OPTIONS', -_=-_-- DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 0600' GLA7ING DEPTH ,.......For, nn.Aoe _ rTRU I GLASS DESCRIPTION DEMO, LAM4IATE Dl TfON 1 111' ANEALED GLASSJ. _ 7+61 - � SAfLF% PVB by m' Eaztwan CheMCai 2 a090' PLASTIC INTERLAYER 3 1/9' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE D DON f�lI DnAEL DETONTSTRENGHTENED GLASS 2 0.090' PLASTIC INTERLAYER :_ __ TROSIFGL PVB by Kuraray A—Mca, Inc. 3 11/8' HEAT-STRENGHTENE➢ GLASS 1v — ITEM 1 G— —N I/8HEAT-STRENGKTENED GLASSASTIC MTERLAYER _ '- Rn lAURI= D69CRIPTION SAFLE%PVR by'� 2 Cl, M_'ca3 1/8' HEAT-STRENGHTENE➢ GLASS � 1 ALUMINUM MULLION - SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078- MIN. THICK) : THE LOWER PRESSURES OF — WINDOW OR MULL SHALL GOVERN -# 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 WINDOW FRAME PERIMETER CAULKING EXTERIOR �2 FRAME MULLING DETAIL —LAMINATED GLANS COMPOSITION'. TYPE r SEE MUWON APPROVALS FOR CLASS DBSCRO'YfON - DETAR LAS@MTE DB9CR1P110N MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMRATIONS. 1/8' ANNEALED GLASS 1 - _ = NOTE: THE LOWER PRESSURES OF 0.090' PLASTIC INTERLAYER _ TRUSTFUL Pve by THE WINDOW OR MULL SHALL GOVERN urora -' KY A-" , Inc. I/0' ANNEALED: GLASS naNr � 1/4' MAX. # 12 S.D.S. X 1 1/4- L. S HIM (SEE ELEVATION AT SHEET II2 FOR MAX.FASTENER SPACING) 19 18 —34_ 'SILICONE OPTIONS', - - ' - DOW CORNING 899 SCHNEE-MOREHEAD 5731 33 0.60D'H TREMCO SPECTRUM 2 IT GLAN INSULATED LAMINATED GLASS COMPOSITION TYPE A IT®( GLASS DESCBITTION I &DET'AD' _- .� J/T -_ a = __. _. 1 aaa Id10NATE DESCRIPTION 1 1/e' ANNEALED GLASS SAFLE% PVB by E—t— Chenkat ca 2 17, V PLASTIC INTERLAYER 3 t/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE- 5 1/W ANNEALED GLASS ([> INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPMN DBTAL IAMON011 DR CB@TION 1 1/8' ANNEALED GLASS 2 0.090' PLASTIC INTERLAYER Lr 3 1/8' ANNEALED GLASS -_ _ = c. ''IF'�� TRUSIFOL PVB by 4 1/4' INSULATED AIR SPACE _ _ _. K,a4roy A-,.., [r,c. 5 US- ANNEALED GLASS ([) I �.. _ aONY .- INSULATED LAMINATED GLASS COMPOSITION TYPE G ITAf GIASS DESCRIPTION -- DETAIL L�• =-- v = s. .1® '' -= '= _- { 1 naNa• L1@TATE DI T[ON 1 1/0' NEAT-STRENGHTENE➢ GLASS TRDSIFOL PVB by Kuraray AMerka, Inc. 2 0.090' PLASTIC INTERLAYER 3 1/e' HEAT-STRENGKTENED GLASS 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS on (A) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERER GLAZING DETAILS AND OPTIONS PERIMETER) I —WINDOW FRAME NOTE: SEALANT 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048') B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN, THICK) E 1 METAL STRUCTURE ATTACHMENT DETAIL •� • PART g REQD. I DESCRIPTION REMARKS L-7703 1 IFRAME HEAD 6063-T6 ALUMINUM L-8701 1 FRAME SILL 6063-T6 ALUMINUM L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM L-9705 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM L-7708 AS REQD. GLAZING BEAD ( 3/8' > 6063-T5 ALUMINUM FS-006 AS REQD, FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS FS-040 AS REQD. INSTALLATION SCREWS #14 SMS F.H./PHIL. L-7531 AS REQD. VINYL BULB 1/4' DIA. BULB #3033 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .230' h PWS-005 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .350' h PWS-009 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .310' h L-7711 AS REO'D, GLAZING BEAD ( INSULATED) 6063-TS ALUMINUM PWS-001 AS REQD. PILE @ GLAZING BEAD .187' w x .150' h L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON L-7523 I x LATCH LATCH SPRING STAINLESS STEEL [ 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. HC-044-1 2 WEEP FLAP & BAFFLE [ HC- I X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. HC-040-1 2 SASH ROLLER & HOUSING [ HC-026-1 1 SCREEN FRAME & MESH [ [ I ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM i 2 LAMINATED GLASS See Details @ L.H. of sheet 9 [ AS REQD. GLAZING SILICONE See Details @ L.H. of sheet 9 L-8301 1 FRAME SILL 6063-T6 ALUMINUM L-8302 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM OPTIONAL IN AS REQD, COLONIAL FALSE MUNTALUMINUM SM-5504 AS REQD. JOINT SEALANT [ • _ RS 1111EWD.0WRIMETER ACRYLIC CAULK JOSI POLYSEAMSEAL • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.06 Ex ,ration Date• 4111/2022 By: Miam ade Product'Co trot La o z n n Co M E" U 04 o N o 10 V P+ o: o 3ov Gl R 6. ZJ6 o zo m a R W o jt7 46 o 1 a � NO F Pq Z` z ti F �v �z a O N C p F V 2 rn o r r 47 U, FRAME HEAD L-7703 (D FRAME SILL L-8701 O VENT INTERLOCK RAIL L-77705 ` ) VENT JAMB RAIL L-7706 O FRAME VENT TSUP L-8703 O FRAME L-8301 35 FRAME FIXED JAMB L-7701 O 7j A62 L I� 2651 I FIXED MEETING RAIL L-7704 SILL TRACK L-8702 093 SILL RETAINING RETAINING CLIP L-8705 10 �^ —1 .754 SILL RETAINING CLIP L-8302 36 O 2.458 VENT TOP C 062 ¢—.754-1 VENT SPRING LATCH L-7539 21 i i 1.235 I I I � � .698 O (VENT BOTTOM RAIL VENT TOP/BOTTOM RAIL 4 L-7707 VENT BOTTOM CORNER O1.375--� 4fI D62 1Ifi5 FRAME JAMB 1'� FRAME TOP CORNER FRAME 80TTOM CORNER. \_ f�� FRAME SILL •• FRAME & SASH CORNER ASSEMBLY DETAILS SILL ANCHOR CLIP • L-8830 • • • • • :LA2A4: BEAD • • • • • _�j O I 32 —A62 aes 2zes A78— — �♦ 1.504 • 2.794 • Lu • ••• •• ♦ - 11♦ •♦♦ GLAZING HEAD L-7708 18 11 • ♦ : • • ♦ • • ♦ ♦PiD ♦ • ♦ PRODUCT REVISED as complying with the Florida Building Code • • ♦ Non -No. 20-0813.06 ♦ o • �.oso r • • I • Expiration Date 4/11/2022 _! .773 1 ,773— ey: GLftiG Miam ade Produc�!'Co trot • •• •• • • • •• •• ••• • • • ••• • 0 3 Re O uz yr _ m $ 2 o' o' v{€ 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 C.,..DD. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/building 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 P�•'c�du'ct.Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dad2 gdujty) reserve the righl to have this product or material tested for quality assurance purposes. If this productcar,matierial f�>Sxpperfor0m• • * 0 • in the accepted manner, the manufacturer will incur the expense of such testing and tiie•A HJ may immediately • revoke, modify, or suspend the use of such product or material within their jurisdit tit REP r es erves Ve right to revoke this acceptance if it is determined by Miami -Dade County ProduceCohtrol S2ctiei'1 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.gWXPrida Building Cole,, including the High Velocity Hurricane Zone. 0 .. • DESCRIPTION: Series "3200" Outswing Aluminum Casement Window - L.M.L'. •' • .. . .... :..... APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing ImpaetC�§ement • Window", sheets 1 through 7 of 7, dated 07/27/08,with revision F dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 shall be provided to the user by the manufacturer or its distributors and shall be available for ins ection at the job site at the request of the Building Official. This NOA revises NOA o: 4-0227.06 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 Manuel Perez, P.E. Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision E dated 12/07/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-0227.06) B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94r . • • •; • • • 0 • ....... 2) Uniform Static Air Pressure Test, Loadingpw.FBC TP6$.?X-94 ••�;;• 3) Water Resistance Test, per FBC, TAS 202'94�•• 4) Large Missile Impact Test per FBC, TAS 30i'14 :•. •. • 5 Cyclic Wind Pressure Loadingper FBC TA$.243-94 6) Forced Entry Test, per FBC 2411.3.2.1, arxbT-AS 202:94 along with marked -up drawings and installation diagram or Smies 3206 outswing•' aluminum casement window, prepared by Fenestration Testing Labora�ory� Uc., Tdslo e e Report No. FTL-10570, dated 02/08/ 19, signed and sealed b�1d'alMis Ortggj P.E. ; • • • •; (Submitted under NOA No. 19-022 7.06) • • • • •' 2. 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, and TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lamm glass w/PVB laminate by DuPont, Test Reports No. HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) 11_� . �\ / Manuel Perez, P.E. Product Control ExSar NOA No. 20-Expiration Date: March 0 Approval Date: October 15, 2020 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017), dated 03/01/19, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS •' •'. • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray -Al erica, ia,•for thej�::. "SentryGlas® (Clear and White) Glass Interlayers" datdd•t2f28/17, eKpiring�on••� 07/04/23. .. .... . 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray.Aj=ica, �ne..•. for th.e.m.. . "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" d1f(MV1/18/j4.„ expiring on 07/08/ 19. "' • • • •' 3. Notice of Acceptance No. 17-0712.05 issued to Eastman C4mi�al Co!lpan# (MA)•"• for their "Saflex Clear and Color Glass Interlayers" dated nW07:17, expj;ixig on ; • • • • 05/21/21. .... F. STATEMENTS 1. Statement letter of conformance to nd "No financial interest" dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) 2. Statement letter of no financial interest with the laboratory, dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) 3. Testing Proposal issued by the Product Control Section, dated December 12, 2018, signed by Manuel Perez, P.E. (Submitted under NOA No.19-0227.06) 4. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A, HETI-08-2131A, HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102A, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) Manuel Perez, P.E. Product Control Ex :nr NOA No. 20- 814 Expiration Date: March 0 4 Approval Date: October 15, 2020 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 17-1212.22 issued to Lawson Industries, Inc. for their Series "3200" Outswing Aluminum Casement Window — L.M.I., approved on 02/01/18 and expiring on 03/04/19. 2. NEW EVIDENCE SUBMITTED • • • • • • A. DRAWINGS 1. Drawing No. L3200-0801, titled "Series: 3200 Outswing Impac>:casement WindovY'��; sheets 1 through 7 of 7, dated 07/27/08, with revision F dated Ow4 p/20, Mpa ed b; o e o manufacturer, signed and sealed by Thomas J. Sotos, P.E. "" • 00. • • •; • • 00:09: . . 60:09 B. TESTS .. .. . .....• . 0 go 1. None • • :. • . • 09 . :000% C. CALCULATIONS s "" • 1. None. 0999 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas° XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 3. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7" Edition (2020), dated 08/03/20, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 19-0227.06 issued to Lawson Industries, Inc. for their Series "3200" Outswing Aluminum Casement Win .M.I., appro y 04/04/19 and expiring on 03/04/24. aw_j_j ,J 14 ,! Manuel Perez, P.E. +/ Product Control ExC814.0 r NOA No. 20- Expiration Date: March 0 4 Approval Date: October 15, 2020 E - 3 ANCHORS, HEAD-- t2 (Ma) (A) 3 AT FRAME (C) 3 AT FRAME SILL A Al (D) 5 AT EA. FRAME JAME'', �38 I130 - Max I D.L.Oy ^ s ` \ I (B L- I� EXT. L INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. ANCHOR CLUSTER ANCHORS: SEE DETAIL #4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA. FRAME JAMB )(IyP� 38 A ( CORNERS) I AI Al 30115 8" 0. Wid _-- f jj j s El Di 36 0 W o t o n m mid spor. of .- o J HE o 1 U t ^ i,I\ �\ B";e4N 1� B iI II I, m E=� Mill 1 25" O.C. MAX. 74' ANCHOR CLUSTER ANCHORS: SEE DETAIL #4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) A Al o j t f 5 8" // W 2 /� 0 WUI f O ) < - o L / i a � - \ A it n �.f 1 / ixed Bracket B" from end. p. at all Fixed t 6" (MAX.) B (MAr4 25" 0 . MAX. _ 74• TYPICAL 'ORNERS) O 37' Cry OW FRAME WIDTH WINDOW FRAME WIDTH Lite Comers) WINDOW FRAME WIDTH ELEVATION'' "XO" ELEVATION — (OX reversed) "XX" ELEVATION E%T. 6 INT. FALSE COLONIAL LOADS ON SHFFT 5 OF 7; (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7 MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE • AVAILABLE AS OPTIONAL. SERIES-320 OUTSWIN! = CASEMENT IMPACT WINDOW APPROVED' ELEVATIONS General Notes L) THIS. WINDOW SYSTEM IS'.;DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & zueu- th Elttion) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM. 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT. REQUIRED SHUTTERS. 2.) 1X or 2 XWOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET #4 OF 7 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET #5 & 6 OF 7 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED PRIOR TO WINDOW INSTALLATION (BY OTHERS). (SEE SHEETS #2 & 3 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET # 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE GENERAL ANCHORS NOTE: SEE SHEETS 2 & 3 of 7 FOR ANCHOR TYPES, DESCRIPTION AND ANCHOR LOAD CAPACITIES. ALL ANCHORS WITH A MINIMUM OF 1 1/4' EMBEDMENT INTO MASONRY, WOOD OR CONCRETE. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • •• • • • • ••• THOMAS J. SOTos • • • • • • • • PROFESSIONAL TNGINEER • • • • • • • • • • °ft 11C. Jj 55225'-,,_ A. Revised la Com I w 2010 FBC t t B. Renewal and Revision to sheet 5 & 8 of 7 $4;2 `' > •ir ,f 01 RevisMR.00om • •2014 �• • ` D. evised to Com w 2017 F9C • •F Bevis and U oted r est 1 70 " fi �a p� i1J y • F. Revssoi td•Comp w/•ar2O •HC • 'cam>a N. ERAZO •'0 OB >Oj ��4t�i�s ��y`, Rawlcn c.vrr N. ERAZO R0 e60/20 ATg! ••• • F • • • ••• PRODUCT REVISED as complying with the Florida Building Code Non -No. 20-0814.07 • • • Ex iration Date• 3104/2024 • By. • • Miam ade Product'Co trol LA S ON v MEDLEY, FLORIDA 33166 INO'T S TRIE S , IN C - PH No. (305) 696-8660 • • MANUFACrURBR OF QUAI77Y ALUMINUM ID'DO,1S AND OLASS DOORS eyCbr: � Peet Ctea Prod Caf•pmir. Seeto/YedN: Nem R•frnw. /: Rn,Wm, I' Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) PeeGvef R•f"mme Nvn,A"' D...u6W N.v„M: 9Awe CASEMENT3200-08.-01 L3200-0801 I OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCONS W/ 1 1/4. /4 MIN CONC. EMBEDMEN STUCCO - (BY OTHERS) ° PBY PERIM CAUL KING OTHERS 2' MIN. EDGE DISTANCE ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY 1' MIN. EDGE DISTANCE # 12 S.M.S. Or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED _ & TO BE REVIEWED ' BLDG. OFFICIAL (TYP. ° 43 0 1 / (MIN. EL18ED.)+ STUCC❑ METAL LATH (BY OTHERS) &STUCCO x, 43 47 s. (BY OTHERS) 50 1 1/4" (MIN. EMBED. 1/4' MAX. 77_ ~3 - SHIM SPACE (x) 2X WOOD C EXTERIOR GRADE 17 17 BUCK (TYP.) PERIMETER CAULKING BY OTHERS ALL WOOD FRAMING (TYP.) 1 ENGINEERED SEPARATELY 1 15 1& TO BE REVIEWED Al 1 BLDG. OFFICIAL (TYP.) p,2 O 3 17 I J .`., V MIN. EDGE .. ° ' ISTANCE ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) 2X WOOD BUCK ANCHORED TO CONC. flPSHIM TO BE PS. (TYP.) MAX.CE (w) O 16 16 16 i I;: 18 i iI 18 $ i il: 5 5 is 21 18 42 = I� 49 12 16 48 ii i 2 1 _ ti EXTERIOR II j� INTERIOR EXTERIOR I' �� i' �, INTERIOR w = � = Y u EXTERIOR II II iI it INTERIOR w_ • NOTE: I w w i WHEN THE GAP BETWEEN THE WINDOW FRAME 13 AND THE BUCK OR MASONRY IS LESS THAN ! 14 51 4 N 13 14 51 1/8", SHIMS ARE NOT REQUIRED. z 'ate 12 16 48 GLASS t3 > a 12 16 48 18 28 42 i 'i 30 w > 49 (2n n n n a n 101 r 17 I/4' MAX. rRA EXT. GRADE , r" > 1 *;�C I +It, ,��e IP ++ s _ _= (' SHIM PERIM. CAULKING PERIM, CAULKING N ,, 1 (TYP) ;I (TYP.) ..,< STUCCO 1 (BY 1 1 4" OTHERS) a a d N. EA/IBED.) a e aa. er 44 2' MIN EDGE DISTANCE METAL LATH, STUCCO - TYPICAL ANEXTEROR RA ANCHORS: (SEE ELEV. AT SHEET 1 OF 7 FOR SPACING- SHEATHING I((BY GOTHERS) ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS SIZE Embedmeat Edge Dist. Conorete ELCO ULTRACON I/4- 1 1/4' i. 12.85 Ksi BUILDER 1 1/4" 1 1/4" 11 1/2' 12.0 Ks: ANCHOR TYPE CHART IN 2X WOOD BUCK min.) ANCHOR OPTIONS HEAD —SILL JAMB EmAedmea Edge Diet. 2z Wood ELCO ULTRACON 1/4' 1/4" 1 1/4" 1' .55 SG BUILDEX 1/4' 1/4` 1 1/4" 1` .55 SG S.M.S. (Into 2X) 1 #12 #121 1 1/4" 1' .55 SG 2 1/2" PRODUCT REVISED 2" as complying with the Florida Building Code NOA-No. 20-0814.07 Expiration Date• 3/04/2024 By: 1, Mi..pad• Pmd..rC trol T1A7 1/4' MAX. ' SHIM SPACE 2X P.T. y-i- WD, BUCK (TYPJ /a' O (MIN. EMBED.) EXT, GRADE 50 P♦*ERIM.: CAULKING • • • • • *..j1X� 44 MIN. EDGE DISTANCE • • • • • l Uct. THOMAS J. SOTOS FESSIONAL. ENGINEER •P,T• • • • • • • • • . 1' MlN. EDGE DISTANCE kFF JAC:t`66?�i £ Re. 2010 RTC /III �{j 8501 N.W. 90 ST. /p � ®1 R. I 6. Renewal and Revision to sheet 5 h 6 of 7 t�'•,!.j`,�, • °O $5225 //�/o`py�. //% LLHHJYYYI 9 MEDLEY, FLORIDA 33166 ING►RE SNC T•T 2s TI, I. PH No. (305) 696-8660 ARevisR•c• lCom •2�14 694 D. evised to•Com ly w/•2017 FBC • '..ji. !I�1 '''��(� tn� • • MIANUFACTURSR OF DUALITY ALUU MIJ( 1JIVDOIS AND CLASS DOORS •E on U ated j, FTL Test /10 70 sy�cau: • Pmt even: Pf•d S..i.,/lrodet !am Ne/a.we 1• ,{�+ _ : C7 : • F. Ravisw td►Compy w/•2820 �C M7cseyo.tc ASSEMBLY NDOW 3200 LCNOA OB-01 >u tu: N. ERAZO • ""o 27 DB Series: 3200 Outswing Impact Casement Window "" "` e* N. EAAZO Oefe R"A"° OB 10 20 Al OR.., � .� 1 °••,,.'f VERTICAL CROSS -SECTIONS, DETAILS & NOTES ♦� +�1 /c�r�itii't�. Rw t • F . . A' P»duet RaA:rvw A4mEn: Rxwbp Nu+ndn: eAxtr CA9EIIENT3200-06NOA—Ot L32D0—OB01 2 OF 7 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PERIMETER CAULKING L7��II'�1' m T vtnmcavvvtne Jl c e,lnu�nl �iirrrrrrlrrllrrmrrl_� -�'---.vim►� 47 11 17 t7 ,6 INTERIOR 16 L�1 ,7 D 1 ALL WOOD BUCKS " WHEN THE GAP BETWEEN THE WINDOW FRAME ENGINEERED SEPARATELY AND THE BUCK OR MASONRY IS LESS THAN 1/8', & TO BE REVIEWED SHIMS ARE NOT REQUIRED. STUCCO BL➢G. OFFICIAL (TYP.) (BY OTHERS) OVERALL FRAME WIDTH PERIMETER CAULKING OVERALL VENT WIDTH 3 15 18 7 38 39 DAYLIGHT WIDTH 8 37 1 o EXTERIOR p k 21 12 16 48 21 =r o 13 GLASS 3 W 43.-.> OPERABLE VENT - b TAPC0N 14 51 18� 18 1 1/4" (MIN. EMBED.) _ r l2� INTERIOR 42 d 0 v 47 17 21 17 16 16 17 VI• MAK 1 sla svec[/ 7� \ O TYPICAL ANCHORS:(SEE El", AT SHEET 1 OF 7 FOR SPACING) -ANCHOR TYPE CHART IN CONC. or MASONRY min. BLACK ANCHOR OPTIONS SIZE Embedment Edge Diet Concrete Edge Diet. 'ULTRACON 1/4' 1 1/4- 1' 2.85 Ksi 2 1/2' BUILDEX 1/4" 1 1/4- 11 1/2" 20 %sl 2- ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD —SILL JAMB Embedment Edge Diet 2r Wood ELCO ULTRACON 1/4- 1/4- 1 1/4" 1' .55 SG BUILDEX 1/4- 1/4' 1 1/4' 1- .55 SG S.M.S. (Into 2X) 1 1/4- 1- .55 SG OPERABLE 0 1617 0 — ALL WOOD BUCKS ENGINEERED SEPARATELY — & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 114• Max. \ �^^ r--rSHIM SPACE _ STUCCO (BY OTHERS) 4' a a I� • NOTE: WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-. SHIMS ARE NOT REQUIRED - CAULKING EXTERIOR as 4 W 43_�--� W — 1/4' t / b (MIN. BED.) > TAPCCIN 14 51 1 1 /4" 18 (MIN. EM8E0) 2 20 �' 21 35 r 47 11 O INTERIOR PRODUCT REVISED 17 16 as complying with the Florida ALL WOOD BUCKS Building Code • • • • • v • • • • ENG"ERED SEPARATELY NOA-No. 20-0814.07 • • • • • • • & •TO BE REVIEWEDEy Is • • • • • • • BL•DG, OFFICIAL (TYP.) 0 InDate• 3/04/2024 Br- THOMAS J. SOTOS 1OFESSIONAL ENGINEER • • • • • • • • • • • • • • Mlam ade Produ trot FL T:1C.: t5522-'r. Is • • • ♦ - • • - •V -r0'r. �• �� eA`"''Reva�a`m ca w zolo FBC �� WS ® ]` T 8501 N.W. 90 S. Renewal and Revision to sheet 5 & 8 of 7 o 1 �/ MEDLEY, FLORIDA 33166 A C. Revilld•ts C—Ply Mf 1114i8C• $5225 =, ,— • INDRTSTRIE S3 INC_ PH No. (305) 696-8660 D. .vice to C—Ply w 201I F : Ll V�U CIF J • AfANUFIC7URER OF QUALITY ALUMINUM 7LVDOFS AND CUSS DOORS Ili ceas< voe etas »o[ c s..tie/uoa a ra.,. Ro ASSEMBLY WINDOW .0 LCMM 08-01 E•teVOd and trdated Tes[ 1 70 F.ltevil6a tR Co. 1, w 9020WWO I'- AT �'� N. ERAZO "" 07/z7 oe -eriel�: 3200 Outswin Impact g P Casement Window FFI S HORIZONTAL CROSS -SECTIONS, DETAILS & NOTES N. ERAZO fa R.vWt 08 10 2A �Ola�t�; ,\ 77tttttl R°°:-i �i"`I• F • • s°'t`� • • f �t SE N132-00-08N0A1i L3200-080I SNee 3 OF 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM N DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP - OPT. NYLON 6/6 1 L-3001 LII-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE 2 L-3002 1_II-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 1_II-115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L-3002 LII-115 2 FRAME JAMB -LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 LII-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 6 L-3004 1_II-119 1 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 1_II-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 8 L-3004 1-II-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 L-3209 AS READ. GLAZING BEAD - 7/16" 6063-T6 ALUMINUM 9 L-3003 1_1I-116 AS REQ'D. IN -POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SOS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3- L.) EXT. GRADE BACK BEDDING 50 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS it L-3005 UI-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) TO BE APPLIED BEHIND 51 DC-899 AS READ. GLAZING SEALANT - SILICONE 12 L-3010 I L-3210 AS READ. GLAZING BEAD - 5/16' 6063-T6 ALUMINUM WIN➢OW FLANGE BY INSTALLER (TYP.) ALL WOOD BUCKS 13 L-7531 L-7531 AS REOD. GLAZING BEAD BULB VINYL PVC VINYL 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS REDD. GLAZING SEALANT - SILICONE + FACE CAULK & TO BE REVIEWED BUCK <TYPJ 15 L-3012 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL BY OTHERS <TYR) -,. BLDG, OFFICIAL (TYPJ 16 L-3011 L-3211 AS REQ'D. GLAZING BEAD 11/16" LAM./INSUL. 6063-T6 ALUMINUM PRODUCT REVISED:'i 17 L-3013 12 CORNER KEY PER FRAME + as complying with the Florida # 12 S.M.S. or WD. SCREW 18 L-3013 8 CORNER KEY PER VENT d - --+ Building Code ! W/ 1 1/4' MIN. WOOD EMBED 19 L-3013 4 X POST CORNER KEY PER IN -POST p - E irati, 20-081 024 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS E Iration cafe• 3/04/2024 t t/a" By: MIN- EMBED.) 21 8 VENT ASSEMBLY SCREENS #10 X 1 1/4" PH SMS LJ d WINDOW FRAME Miam 4-de Product'C trot if 22 2 X VENT 4 BAR 90' HINGES - STD. & H.D. - 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. + EXT. GRADE BACK BEDDING =____= 24 AS READ. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. B EXT. GRADE PERIMETER TO BE APPLIED BEHIND 25 1 X VENT VENT OPERATOR - DUAL or SINGLE + p CAULKING NOT BY WINDOW FLANGE BY 'LAWSON INDUSTRIES', INSTALLER (TYP.) 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL SDS TO BE APPLIED BY 27 1/ OPER. STAINLESS STEEL "C" TRACK OTHERS (TYP.)" 28 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PHIL. SOS `EXTERIOR GRADE PERIMETER CAULKING 29 1/ OPERATOR STUD BRACKET CONNECTOR + STUCCO OR EXTERIOR FINISH BY OTHERS (TYP.) 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.H./PHIL SOS BY OTHERS (TYP.) ----METAL LATH, STUCCO O 1/2" AND EXTERIOR GRADE 31 1/ VENT LOCKING HANDLE " SHEATHING (BY OTHERS) 32 2/ LOCK .LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS FRAME PERIMETER CAULK DETAIL 2 WOOD FRAME INSTALLATION DETAIL 33 1/ VENT LOCKING MULTI —POINT BAR + SUBSTRATE, SEE MULLION APPROVALS FOR 34 1 X LOCK POINT TIE BAR NYLON GUIDES + CONCRETE OR MULLION TYPE, SIZE AND MAX. 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL B P.T. WOOD DESIGN PRESSURE LIMITATIONS. 36 1/ LOCK KEEPER (ST. STEEL) BY OTHERS (TYP. !MOTE: •37• • • • • 2f KEGp�R KEEPER MOUNTING SCREWS 21 THE LOWER PRESSURES OF • 17 FIXED, CASEMENT WINDOW, OR • 38 111 • • • SNUBBER 6063—T5 ALUMINUM MULLION SHALL GOVERN. THOMAS J. SOTOS •39 • • e • % SNUf R SNUBBER INSTALLATION SCREWS #8 X 1/2" PH SMS PROFESSIONAL ENGINEER • • • • • • •- • e FL t1C _ j 55t25 - .. 1/4' MAX SHIM ems°+°.-n plu Tp��is R`A�"R vaed to cam w 2010 MC �� /�� T v I IV1/ A(/ 1 \9/ F��E S. X 1 t 4" L. " B. Renewal and Revision to sheet 5 & 6 of 7S8501 N.W. 90 5T. / MEDLEY, FLORIDA 33166 ' •• r. '. FOR SPACING ;�C 5225 •, "` a RevW&10 Com I •s 1''INC.PH No. (305) 696-8660 ., •A ', Q• 4,. •D. ev se�� Compl w' 2017 F6Ce •• N"UPACTURSR OP QUALITY ILUIONUM WINDOWS AND GLASS DOORS ,Q + 'd n 1 1 /4"`,; E. ev dand dated r FT est 810570, ctmw•cw.:ao/cwarM.'lraRO (MIN. EMBED.) W .. F.•Reved • Com b wd 02 FB B PERIMETEAME', cu A55EueLY WMOOW 3200 lcNOA m—Ot 2' MIN. O jl/ : Ds: • • Da• D,awx EDGE SEALANT 3A.� £ -� �, ; \��v N. ERAZo 07 zr o6 'Series: 3200 Outswing Impact Casement Window DISTANCE i` 1 • "L/79�1 ReNwd Sr u.a R.vievG ♦ N. ERAZO 08/10/20 BILL OF MATERIALS LIST AND DETAILS ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL ``s: /O-� �`� DATE ---fd¢£tiSiE1{{t{� R.. • F • • 4oaiv' P,aduet bJ CASEMRA M7200—OBNOA-01 ate• I,:3$QG—G6G1 3 e 4 OF 7 • • ••• • • • • • • • • • • • • • • •- •• • • • •. . • ••• • • • ••• • • $ 16 LAMINATED GLASS COMPO7S'I°TION -TYPE "A"12 ITEM DESCRIPTION I 3F 1 lf8':ANNEALED GLASS i JF:""A1L 0.040' PVB INTEPLAY 13 2 CROSIFOL PVB by Ku -ray Amer 1-1=-#-- ,aftex PVR by Eas n Chemlcnt Co, I �OC� 3 1/6' ANNEALED GLASS 14 51 5 16' LAMIN ATED GLASS COMPOSITION -TYPE B ITEM DESCRIPTION � DETAIL 1 5/16" Laminated 48 13 5 16' LAMINATED GLASS COMPOSITION - TYPE C' ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS _ -- 2 0090' INTERLAYER a.I __ en StryGlass Interinye^ by, �'-j--'Vg' Kuraray America 1- eaeU- 3 1/8' HEAT-STRENGHTENED GLASS 14 51 9/16 GLA ING BITE 7 16' LAMINATED GLASS COMPOSITION -TYPE D 7/I6" Laminated ITEM DESCRIPTION DETAIL 1 3/IG' ANNEALED GLASS 16 13 2 0.090' PVB INTERLAYER �=--'_'-=--- Saflex PVB by Eastman Chemical Co, 3 3/16' ANNEALED GLASS 11 18 LAMINATED GLASS COMPOSITION TYPE E" _------ - " ="_ ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 14 51 2 0.090' PVB INTERLAYER Soft- PVB by Eastman Chemical Co. I O V4. 9/16 3 1/8' ANNEALED GLASS i . _ _-_ _ -_ GLA ING BITE 4 1/4' INSULATED AIR SPACE I .>!.@' ____-_�_ I1/16" Laminated/Insulated 5 1/8- ANNEALED GLASS I 0340' J GLAZING OPTION LAMINATED GLASS TYPES DETAILS NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). 1�1 V V /mil 1 V Flange Frame Window Glazed with 3200 Impact Casement Window Configuration. " X" Glass Type "A" Glass Type "9' I Glass Type "C' I Glass Type "U' I Glass Type "E' 5M6" Annealed Glass 5116" H.S. (lass - PVB 5116" FIIS. Glass SGP 1 7116" Annealed Glass 11/16" Annealed (lass Size Code Width (in) Height I (in) ; - Anchors DP(+) Ps DP(-) Ps DP(+) P� DP(-) t DP(+) I DP(-) I DP(*) DP(+) DP(-) Head/Sill Jamb P Psf Tf P� 12 19.125 26 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ' 14 19.125 50,625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 N_' !. 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ' 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.6 73.0 H32 26.5 25 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 0 H33 26.5 38,375 1 3 3 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 O H34 26.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H35 26.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ' H36 25.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 WO0 22 37 26 3 2 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 23 37 38 275 3 3 59 0 59 C 70.0 820 70.0 820 70.0 73.0 70.0 73.0 24 37 50.625 3 4 59.0 59 0 70.0 82.0 70.0 82-0 70.0 73.0 70.0 73.0 25 37 63 3 5 59 0 59 0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2030 24 36 2 3 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2050 24 60 2 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 2060 24 72 2 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1n 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 N 2640 30 48 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 1 73.0 70.0 73.0 �5 2650 30 60 3 5 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Q J 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2830 32 36 3 3 59.0 59.0 70.0 82.0 1 70.0 82.0 70.0 73.0 70.0 73.0 O 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 28M 32 60 3 5 1 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 1 73.0 2860 32 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 1 70.0 73.0 3030 36 36 3 3 59.0 59.0 70.0 B2.0 70.0 82.0 70.0 73.0 70.0 73.0 3040 36 48 3 4 59.0 5RO 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3050 36 60 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3060 36 72 3 5 59.0 59.0 1 70.0 1 82.0 •• ••• • • • • • •• THOMAS J. SOTOS • • • • • • • • • • • PROFESSIONAL ENGINEER • • • • • • • • • FL LIC._ # 55225, • • • • • ♦ • • • • • • .?. � R.rReiRe Nalx: A RevQ to Com I r 2010 FBC /-,Q�jR p�y�R�/%� ��®yVr //]��$�(/% 8501 N.W. 90 ST. �1 B. Renewal and Revision to sheet 5 d: 6 of 7 PRODUCT REVISED OD Florida `• 1 : r 5�22$ •'' A Revi*d•t*Com • 2*14 MEDLEY, FLORIDA 33166 • I1�TaT�iTSTRIE9. INC- PH No. (305} 646-8680 as complying with the pyi 9 Building Code • U D. evised t*Compy w/•2017 FBC • • • YANUFICTURER OF QUALIFY ALTIYfNUY WINDOWS AND CLASS DOORS NOA-No. 20-0814.07 �� O^O L E Seri and sled eel /1 70 Is cve:• r".e crd.: F,w cw.a..y: sMe./uame rmm Rl N s.,h.e.. is EXRiration Date' 3/04/2024 ' Q1 F. 0"Ad NO Comply rb 7020 IBC All ASSEMBLY WINDOW 3200 LCNOA 08-01 /} / �ILGC TN;T J•P ; uyle N. ERAZO • '� 0�/Oe SerieS: 3200 Outswin Impact Casement Window $ P e / l y P`sd ��• 1` ,•,: +�� R.w.a Ry Dat. R"dna "X" Miam Qade Product'Co trol n H 4 s `y''� N. ERAZO Ofi/10/20 GLASS & DP CHARTS AND GLAZING DETAILS FOR UNITS ,-,-„ yam!,;.*1,`44' R.., 0 O V t• s"tP: l it w� N� sA..c /,j�r� DATE_ --- F • • • •• OpSEMENT3200-OBNOA-Ot L3200-0801 6 OF 7 • •• •• • • • •• •• ••• • • • ••• • • 5/16" LAMINATED GLASS COMPOSITION - TYPE A 12 ITEM DESCRIPTION DETAIL e 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER TRDSIFOL PVB by Kararay Americp Inc .sol - ' 13 Sa Fiex PVB by Eastmon Chemkal Co 1 3 1/6' ANNEALED GLASS --- 5 16 LAMINATED GLASS COMPOSITION - TYPE B ITEM DESCRIPTION DETAIL _ 1 0.340'� I 2 1/9' HEAT-STRENGHTENE➢ GLASS 0.090' PVB INTERLAYEP Sp£lea PVB by Eastman Chemlcal C 3 1/6' HEAT-STRENGHTENED GLASS 14 51 9/16, GLAZING BITE 5/16" Laminated 48 13 5 16 LAMINATED GLASS COMPOSITION - TYPE C --- ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTEPLAYER aova•I }� KurtryGtaAss Inter by: 1 lC9 ray itoy?0.340• 3 1/8o HEAT-STRENGHTENED GLASS 14 51 9/16' GLAZING BITE 7 16 LAMINATED GLASS COMPOSITION - TYPE "D" 7/16" Laminated ITEM DESCRIPTION DETAIL l 3/16' ANNEALED GLASS 18� 1 6 aov0• 13 2 0.090' AVE INTERLAYER � �_-___ --__ Sa Flex PVB by Eastman Chemical Co. 1 0.46a' 3 3/16' ANNEALED GLASS 11 18" LAMINATED GLASS COMPOSITION TYPE "E ITEM DESCRIPTION DETAIL I 1 ® yi4• ova• + T 4.34a - 1 1/8' ANNEALED GLASS 2 0090' PVB INTERLAYER Sa£lex PVB by Eostman Chenical Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 I/8' ANNEALED GLASS 14 51 T BITE 11/16" Laminated/Insulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). Flange Frame Window Glazed with 32001mpact Casement Window Configuration " XX ', "XCr' or "OK' (pass Type "A" Glass Type "U. Glass Type "C' GlassType "U' Glass Type "E' 5/16" Annealed Gass 5/16" H.S. Class -PVB 5M6" HS. Gass SC P 7116" Annealed Glass 11116" Arstealed (lass Size Code Width (in) Height I (in) Anchors DP(+) p4 DP(-) psf D?K psf DP(-) psl OP(+) psf _DP(-). _ psf . WN 0 �( )-._ PSI, ._ �?(+)__ psf . �(_)...... psf Head/Sill Jamb N 22 37 26 4 2 70.0 70.0 7(10 73.0 MO 820 70.0 73.0 70-0 73.0 W 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 N N 24 37 50,625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 } 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 32 53.125 26 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 C0 L 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 O35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 7(10 73.0 70.0 73.0 022 74 26 6 2 70.0 70.0 70.0 73.0 10.0 820 70.0 73.0 70.0 73.0 U D23 74 3&375 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73,0 70.0 1 70.0 1 70.0 1 73.0 70.0 820 70.0 73.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 70.0 82.0 1 70.0 1 73.0 70.0 1 73.0 N 4020 48 1 24 4 1 2 70.0 1 70.0 70.0 73.0 70.0 820 70.0 1 73.0 70.0 1 73-0 W N 4030 48 36 4 3 70.0 MO 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 CO, 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 Q J 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 82.0 MO 73.0 70.0 73.0 5030 60 36 5 3 70.0 70.0 7(10 73.0 70.0 820 70.0 73.0 70.0 73.0 0 Q 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6D40 72 48 6 4 70.0 700 70.0 73.0 1 70.0 820 70.0 73.0 70.0 73.0 6050 72 60 6 4 70.0 70.0 70.0 73.0 1 70.0 820 70.0 73.0 70.0 73.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0814.07 • • 000 • • • • • • • Ex iration Date• 3/04/2024 • • • • • • • • • By: GL tJ THOMAS J. SOTOS • • • • • • • • • • • PROFESSIONAL ENGINEER Miam ade Produ o trol '� • • • • • • • • � FL LIC. / 55225 • • 040 • • • • • • • /Aa1 �'//,p��py/T ��®yy ///�q®�pl/T / R.u. R eGMa. .R /�1 V V Imo/ 1 V A R d to Com I 2010 FDC ��//11 11111 B. Renewal and Revis'on to sheet 5 k 6 of 7 6501 N.W. 90 ST. � R-isliata�C-ply / 14 PHNoMEDLEY, FLORIDA -8 66 ' I y5tp e I STRIES, ZNC. PH No. (3O5) 696-8660 { 0. Revised t� Comply w/•2017 FBC • • • MANUPACTURER OF QUALITY ALUMINUM WMDFS AND GLASS DOORS atader FrL T& #IC570 Urn CWr Part Lbee Rad Cate9.Y: Sertea/lladef: Itrm A Q8-01 I: Rw(vbn t: F. •evi*d to Comply w/• 20 &C • ASSEMBLY WINDDW 3200 LCNO8-01 1" • • Rat• - N. ERAZO R.ava. o7 z7 D6 SerieS: 3200 Outswing Impact Casement Window � GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX-OX-XO" UNITS sue,+ N. ERA20 08/10/20 ATE-- oe }Al iv 3 fit'~ Rs so" t • F a $OO1 at RJ CASEMENT3200-08NQA-ol ' L3200-0801 Nye{- 8 OF 7 • • • • • • • • • • • • • • • •• a• • • • •• •• ••• • • • ••• • • IN -POST RAIL II 'I 1 218 OFRAME L-3003 1.435 ALUMINUMO VENT RAIL Ij ASSEMBLY SCREWS500 { 4• 2 -10 X 1 1/4" ! �I;6063-T6 HEAD ASSFU4pLY F191WS P.H./ HIL SMSF4AAdE L-3001 ,062 I P.H./ HIL SMS 12 VENT RAIL 13.36063-T6 ALUMINUM2.2500.062 �' ___— _0.062 jJAMB 62 ANCHOR CLUSTERo6z .77 139191. CHEAD/SILL TYPICAL) p '6 35ti dFRAM 4.797 VENT JAMB ��'-�// 13 INPOST ANCHOR DETAIL O FRAME CORNER DETAIL O VENT RAIL CORNER DETAIL 6 7 8 2 3 4 VENT RAIL FRAME IMPOST .500 7.875-5 o.os2 L-3004 SEE MULLION APPROVALS FOR. FRAME SILL / JAMB 5063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. ,. t L-3002 DESIGN PRESSURE LIMITATIONS. ' 093 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 2.250 2.(02 1/4` MAX. SHIM �.0621/4" D.Ds2 # 12 S.M.S. X 1 SEE ELEV. FOR SPACING FRAME SILL u I�la��_II is �2.399 0.68817 !il u la 1. ALL STEEL IN CONTACT WITH - ALUM. TO BE PAINTED OR PLATED. --------..-.----. _-- —.--.-_.-----_......-._--.-- 2. METAL STRUCTURES: ---------- -------------- --- FRAME SHEAR PLATE 0.078 47 O 0.340 —� (STEEL OR ALUM. 1/8" MIN. THICK) L-3007 6063-T5 ALUMINUM �I7 o.,20 A) STEEL : Fy = 36 KSI MIN. ASSEMBLY SCREWS 8) ALUMINUM : 6063-T5 MIN. 4 - 1IL x 1 1/4" -1.215 50 P.H./PHIL. SMS 1 23, PERIMETER yB WINDOW FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER 38 L-3014 SEALANT 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 0_377 10 FRAME SILL ANCHOR CLIP .094 11 PRODUCT REVISED L-3006 FIXED LITE MOUNTING BRACKET as complying with the Florida Building Code 6063-T6 ALUMINUM .970 L-3005 NOA-No. 20-0814.07 �0.094 0.788 0.070 6063-T6 ALUMINUM • • • • •: : ` • • • : : • • • Ex iration Date: 3/04/2024 • • • • • • • • • By; THOMAS J. SOTOS • • • : •: • Miam ade Produe o trol 2.794 .478 • V PROFESSIONAL IO. ENGINEER • • • • • • • • • • • • 12 GLAZING BEAD 16 GLAZING BEAD 48 GLAZING BEAD � r'"r pA r .y '. Recfatar .Yobs A Revised t Com w 2oto FBc �� WS ® %® 1 ®l 8501 N.W. 90 ST. B. Renewol and R—sion to sheet 5 & 6 of 7 5/16" Laminated 7 16" Laminated / :% i MEDLEY, FLORIDA 33166 C Revs4t O.00Omply tl✓W14 L-3010 or 3210 11/16" Insulated/Laminated L-3011 or 3211 L-3009 or L-3209 i J .052` -; ,t = y ;- ; .rt N LiLrSTRIEB, INC. PH No. (305) 696-8660 • *MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS D. evlsed o ompiy w/•zon Fec • 6063—T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM • 7Zd 2Z "> •E. is and Uqg.t.d ril FL-Te9t /10 7o P„t ro,,. P+od c.v s..w/uea..l rtero R.lmm a: R.a.m,e is C • •F. ObvieRl tdPComply w/SWO 83C �0.104 0s46 I r— 0.104—'I i_^� L_ 1 0.426 ��I ,^ _ *�! _ l " E EOF. �: A95EMBLY VANOOW 3200 LCNOA OB-01 R" N. ERAZO • o7 27 08 series: 3200 Outswing Impact Casement Window N. ERAZO e fi0/20 0. 0.112 j 8 EXTRUSION CROSS -SECTIONS, &ASSEMBLY DETAILS0.112J 0.1123�664� '�1� Rwirian•- glyy. MamLar: SAeel Product RefG4S DATE-_o_ • F • EMMENT32: 00-ONO-01AmrNg Is 1,3200-0801 7 OF 7 • • • • • • • • • • • • • • • • • • • • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/buildine Lawson Industries, Inc. $501 (YW 90 Street Medley, FL 33166 OUVrr:: • This NOA is being issued under the applicable rules and regulations governilli We. use df construct?Mf •, • materials. The documentation submitted has been reviewed and accepted by Mid mi: bade l 000 RER� Product Control Section to be used in Miami Dade County and other areas wherg41q yed by the Author;ty • .. . . . Having Jurisdiction (AHJ). .... .. .. This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Eounty lfro wt Control.. Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-DadeVbvty) rc%gryp.the rigkt•- to have this product or material tested for quality assurance purposes. If this product'br Material fails to perfeutM.; • in the accepted manner, the manufacturer will incur the expense of such testing an4 the IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdictiq.n. RPR•reserves 1he right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that thlS.•; product or material fails to meet the requirements of the applicable building code. 0. •.. • 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'14200/6200 (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 1 through 5 of 5, dated 02/21/12, with revision E dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 1and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 on WRIN �rrh Mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. C-- NOA No. 20-0814.09. Expiration Date: August 22, 2022 Approval Date: October 15, 2020`' f101071,20 Page T� Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Seri es-4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, with revision A date4wi•04/10/2q,.... prepared by manufacturer, signed and sealed by Thomas J. Sotbs, I.E. • • • • .' (Submitted under NOA No. 20-0428.01) ""• • • • • • • • • • • • B. TESTS ' ' • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94•; • •; ; ; • • • • • • 2) Uniform Static Air Pressure Test, Loadingipe'rTBC, TAS 202-94..0;• 3) Water Resistance Test, per FBC, TAS 202:-94 ; 0 9 4) Forced Entry Test, per FBC 2411.3.2.1, and TEAS 201A4..' 5) Large Missile Impact Test per FBC, TAS 2"1-9 . • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 4200/6200 aluminum fixed window, glazed with'/16" HS laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12021, dated 03/20/20, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 20-0428.01) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an arch and a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-12-4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz—Seda, P.E. (Submitted under NOA No. 12-0307.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular, a circular arch and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2614 dated 09/04/09, HETI-09-2612 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, and HETI-09-2580 dated 07/10/09, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 12-0307.06) J Manuel Perez, P.E. / Product Control Ex n r ,/1 NOA No. 20- 14.09 Expiration Date: August 22, 2 Approval Date: October 15, 2020 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 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. HETI-09-2613 dated 09/04/09, HETI-09-2611 dated 09/04/D9, HETI-09'25S5 dater... 07/10/09, HETI-09-2581 dated 07/10/09 and HETI-09-2579 dMr d;07/10/09.,-11 signed.: .... and sealed by Candido F. Font, P.E. ...... •..•.• (Submitted under NOA No. 12-0307.06) • • • • • • .. 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading pefVBC, TAS.202-94.... along with marked -up drawings and installation diagram of•4•=tangWj1j:0n-frame•- fixed window, prepared by Hurricane Engineering & Testin' fAc., Test Reports Md.':' HETI-03-1778 dated 01/30/03, HETI-03-1779 dated 01/33)/05 and UTI-03-1770.:. dated 01/30/03 all signed and sealed by Rafael Droz-Seda P•E. : ' • •' (Submitted under NOA No. 03-0327.11) ' • •' • 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 0*00 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. HETI-03-1777 dated 01/30/03, HETI-03-1774A dated 01/30/03, and HETI-03-1774B dated 01/30/03, all signed and sealed by Rafael Droz- Seda, P.E. (Submitted under NOA No. 03-0327.11) 7. 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. 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 NOA No. 02-0701.01) 8. 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. 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. (Submitted under NOA No. 02-0701.01) A Manuel Perez, P.E. Product Control E32, in r NOA No. 2014.0 Expiration Date: August 2 Approval Date: October 15, 2020 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), prepared by manufacturer, dated 04/17/20, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 20-0428.01) : •' • • • .. • 2. Glazing complies with ASTM E1300-04/09 • • • • • • • ...... •..• ...... D. QUALITY ASSURANCE • • • • • • 1. Miami —Dade Department of Regulatory and Economic Resouroos.(RER;. '..' ..... ...... . . ..... .... % E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray Anlerrce, Ine..for Their ...,; "Trosifol® Ultraclear, Clear and Color PVB Glass Interlgyep" dates NOW � � • �; expiring on 07/08/24. "' • • 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 05/17/18, expiring on 12/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with �� , dated April 17, 2020, issued by manufacturer, signed and sea �e iy" h"ffias� .Soo 'p.E. (Submitted under NOA No. 20-0428.01) 2. Statement letter of no financial interest, dated April 17, 2020, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 20-0428.01) 3. Proposal No. 19-1138 issued to Lawson Industries, Inc. by the Product Control Section, dated October 18, 2019, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 20-0428.01) 4. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawson Inc, signed by Nelson Erazo, Senior Design Engineer. (Submitted under NOA No. 17-1212.13) Manuel Perez, P.E. Product Control ExqRMr NOA No. 204814.09 Expiration Date: August 22,-4822 Approval Date: October 15, 2020 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Reports No. HETI-09-2614 dated 09/04/09, HETI-09-2612 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/C19, liETI-W-25105 dated.... 07/10/09, HETI-09-2581 dated 07/10/09 and HETI-09-2579 dateJ07/199-all •� issued by Hurricane Engineering & Testing, Inc., signed and MAW by CMdildo F. • • • • • • Font P.E. •••••• (Submitted under NOA No. 12-0307.06) • • • • .. ..... 6. Laboratory compliance letter for Test Reports No. HETI-I24WO:1ated.eQ j/.(�/ 12, • • • • • HETI-11-3363 dated 03/05/12, HETI-03-1778 dated 01/30/61 HETI-0-1779 dat�We:• 01/30/03, HETI-03-1776 dated 01/30/03, HETI-03-1777 dated O1130/03. •�••;� HETI-03-1774A dated 01/30/03 and HETI-03-1774B dated -0 1 /;qW, ail i99ued by: Hurricane Engineering & Testing, Inc., signed and sealed by Rdfadl Droetst a, P.P • (Submitted under NOA No. 12-0307.06) • 0 • G. OTHERS 1. Notice of Acceptance No. 17-1212.13, issued to Lawson Industries, Inc. for their Series "4200/6200 Flange - Frame" Aluminum Fixed Window — L.M.I., approved on 02/01/18 and expiring on 08/22/22. J Manuel Perez, P.E. IJ Product Control Ex r NOA No. 20- 814.09 Expiration Date: August 2 2 Approval Date: October 15, 2020 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, with revision E dated on 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E.. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE .. 1. Miami -Dade Department of Regulatory and Economic Reso�rc es• RER; tee .. . • • • e • t E. MATERIAL CERTIFICATIONS "" 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7tn Edition (2020), dated August 03, 2020, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 20-0428.01, issued to Lawson Industries, Inc. for their Series "4200/6200 Flange - Frame" Aluminum Fixed Window — L.M.I., approved on 06/25/20 and expiring on 08/22/22. Manuel Perez, P.E. Product Control ExD NOA No. 20- 81 Expiration Date: August 2 Approval Date: October 15, 2020 E - 5 ikfilfi�lflt7Ci FIXED :IMPACT WINDOW FLANGE FRAME � W ELEVATIONS (L.M'.IMPACTI WINDOW HEIGHT I lI—I VIN➢OW QUARTER ELEVATION WINDOW HEIGHT L HALF WINDOW HEIGHT LEG HT. ARCHED VIN➢ ➢W WIDTH — Imo— PICTURE WINDOW I WINDOW WIDTH Imo. TH —ROUND —ROUND TYPICAL ELEVATION WINDOW HEIL VEND �H I v� HEXAGON TYPICAL ELEVATION WIND HEIGHT IA l� WIND HEIGHT L RECTANGULAR WINDOW WIDTH TYPICAL ELEVATION WINDOW WIDTH SQUARE PICTURE WINDOW ELEVATION DOW HEIGHT WIDTH FULL ROUND TYPICAL ELEVATION WIND HEIGHT WINDOW WIDTH RECTANGl1IAR TYPICAL ELEVATION WIP DOW HEIGHT SQUARE PICTURE LEG HT. VIND➢V VIDTN WINDOW ELEVATION 0 W[NDD HEIGHT WIN➢OW OVAL TYPICAL ELEVATION WINL HE GHT LEG HT. WINDOW WIDTH I EGGED EYE BROW NATION WIND HEIGHT WINDOW WIDTH QUARTER —ROUND ELEVATION WINDOW HE I vl— WINDOW IL WIDTH OCTAGON TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE 1NTHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. WINDOW HEIGHT � WIN➢Ov vI➢TH "ELLIPTICAL" TYPICAL ELEVATION TYPICAL ELEVA7 TESTED UNIT OT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F. K AND L - SEE' DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE Flia 76.000' WINDOW WIDTH 72,812' D.L. OPG, 12• MAX. A TYP. LD , it Z Lj J�2 i 00 Cu N D Z0 12' MA%. TYP. e; EXT. L INT. FALSE COLONIAL- TYPICAL ELEVATION MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE TESTED UNIT MAX. TYP. AT CORNERS AVAILABLE AS OPTIONAL. NOTE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: J - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4. PRODUCT REVISED WINDOWS ARE L.M. IMPACT as complying with the Florida MLOn-DARE COUNTY APPROVED Building Code SHUTTERS NOT REQUIRED IN A -No. 20-0814.09 General Notes E: Iratlon Date: 8/2Q 2/2027 THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIR?_- _�- OF' THE FLORIDA BUILDING CODE(2017-6th Edition & 2020 7th Edition) INCIMI•m ,pade ProducrCoj trot �HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 09, 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 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 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, 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). 6J WINDOWS WITH GLASS TYPES "B, C, F," G'•I TLY T4 VE JO INN�HVHZ, THE I-G. EXTERIOR LITE SHALL BE TEMPERED TO C P TTTF�jEE IMPACT RESISTANCE REQUIREMENTS (FBC-Chtpter 24 Sectich•201.346.7 • • 7.) FOR OPTIONAL FRAME INSTALLATION DPWLS %E ,SHE:TS.62 I j • • • B.) EXT. & INT. FALSE COLONIAL MUNT11030ARE "VIONA! Ec AND ARE A&Pb" W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED o Z. (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) oz� m at,o 10.) APPROVAL APPLIES TO SINGLE UNITS OA 01DE BY iS" *JiWD UNITS. • • • ,; �; 11.) MULLING FIXED WINDOWS WITH O" TY0 OF M*I-DARLB COUNTY APPROVED PRODUCTS z'• USING A MIAMI-DADE COUNTY APIPRQVEJJ MULSjON 11 BETWEEN A TSBLE BUT THE I LOWER DESIGN PRESSURE FROM WHIO WINDOWS OR Mi$IIQN jPP 0 EP$P•PLY YO THE W ENTIRE MULLED SYSTEM. • • • • • • o 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. a • • • • • • • • • • • • ••• 9 0 • ••• • • o I, e U 8 A 8 ;d ai 0 0 0 y #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) Irs• MAz. INTERIOR �SHDI SPACE INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. ©MM© OR. GRADE BACK BEDDING TD BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) )K 3+V.NYhYN.�hYAYAY,WlN3,1Y '; a�a(«acc««u. 45c<acccK � EXTERIO EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS C 1 1"B ( T Y P. 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. WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0814.09 Expiration Date 022 8/22/2 sy�� Miam , ade ProduyYC trol 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 CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN. 4, CONCRETE COMPRESSIVE STRENGHT = 2Ksi MIN, • 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 #14 SMS OR WD. SCREWS INT❑ WOOD, OR 1/4' ITW BUILDEX TAPCONS or ELCO ULTRACDN CONC, FASTENERS INTO CONCRETE (2KSI MIN,), WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR CONC, AT 12' O.C. MAX. �( TAPCON YIELD STRENGTH, Fy=10OKsl ULTIMATE STRENGTH- Fu=125Ksi ALL WOOD BUCKS IN CONTACT WITH CONCRETE — (NOT BY LAWSON IND.) TO BE PRESSURE TREATED & & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE GENERAL NOTES AT SHEET #1) )• N)N EXT. G CAULK EXT. GRADE CAULK —1 #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) SILICONE A➢HESIVE �/ 10 BEDDING COMPOUND / INTERIOR I LAMINATED GLASS L) F a v 2 I I m EXT. GRADE O 2 EXTERIOR D CAULK EXTERIOR GRADE—� PERIMETER CAULKING WINDOW FRAME WIDTH 4' 1/4TAPCON W/ 1 1/4' ITO WOOD. MIN. EMBEDMENT INTO CONC. T SHEET #1 (SEE ELEVATION AT SHEET #1 R SPACING) FOR MAX. FASTENER SPACING) 1 1/8' MIN. MAX. UM 3 YP O EXTERIOR GRADE PERIMETER CAULKING iW144IIBiI,*(#);I - .PT. WOOD BUCKS G t C � o ' 1/4' TAPCON W/ 1 1/4' M °� MIN. EMBEDMENT INTO CONC. M m ' (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) .-. 0) h c J O Z 4' MIN. J 0 d DMENT N W = 4 • 1 1/8' MIN. '. EDGE DISTANCE oDTta 6 IM P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 4 1 a EMBE4DME MIN,.:' La' A . SILICONE ADHESIVE BEDDING COMPOUND INTERIOR • • • • • IpNINAjF� GLASS EXTERIOR Gf • • • • • • PERIMETER CAULKING �;�, • • ;4•^ a •i d• RMBEDMEW • a •• • • • • • • • • • • • • • • • • • • • • • • ••• 0 0 0 009 0 0 3 z x H � L o � T CQ a `y 1 m d D~ aO I> U Ca pp z W�c i H rn a o F N W w aC �o U ' t �\n ; ? \. ' s � • �O� o v c '� EE 'G 2 xd ai ti o �i Syt1! itaro 0 S v LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION DETAIL ® .vu.• ✓r I ve• �_ _ _ _ _-= c 1 1/8' ANN. GLASS 2 0.090' SAFLEX PVB by. Eastman Chemical Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 (.) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 3/16___ =1 2 0.090' SAFLEX PVB by. Eastman Chemical Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE '�• _� _ - 5 (.) 3/16' ANNEALED OR TEMPERED GLASS } i LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB by: Kuraray America, Inc. 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 <.) 1/8' ANNEALED OR TEMPERED GLASS ' LAMINATED INSULATED GLASS COMPOSITION TYPE G TTEM DESCRIPTION DETAIL 3/16•:=.�:___:__:-_: =L ® .1/4.1. 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TROSIF13L PVB byi Kuraray America, Inc. 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 (.) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16• :-:-==_:=:. =L 2 0.090' TROSIFOL PVB by. Kuraray America, Inc. ® .1/4•� 3 3/16' HEAT-STRENGHTENED GLASS ans• ___' _c T7_ 4 1/4' INSULATED AIR SPACE 5 3/16' TEMPERED GLASS Notes: 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. WINDOWS WITH GLASS TYPES 'B, C, F, OR G- INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR UTE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 'SILICONE OPTIONS', ---------- -- DO"' CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED LAMINA INSULATED D.600• - INSUU GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 5 16 LAMINATED GLASS COMPOSITION - TYPE A TPEM GLASS DESCRIPTION 1 1/8' ANNEALED GLASS kDIETAIL �A90'2 0.090' TROSIFOL PVB by: Kurnrna, Inc. 3 1/8' ANNEALED GLASS0.340• 5 16 LAMINATED GLASS COMPOSITION — TYPE D ITLrI( GLASS DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 113 2 0.090' TROSIFOL PVB by: Kurnrny America, Inc. aovo' 3 1/8' HEAT-STRENGHTENED GLASS 1 0340' SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 .o 0 e M � , l � i'Ili: li' liii LAMINATED •; Q Vfo :o MONOLITHIC00 GLAZING STOP 0 CIRCULAR WOWS. Z 40 ro M = a "13 32M LAMINATED' -'GLASS COMPOSITION TYPE E LAMINATED OF= LAMNATEDOF' : MONOLITHICITEM GLASS DESCRIPTION 3 DETAIL MONOLITHIC t7 3116" HEAT-STRENGHTENED GLASS0.090' SAFLEX PVB by. Eastman Chemlcal Co - yy 3 1/0' HEAT-STRENGHTENE➢ GLASS 11 2 0 J U 7/16" LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION 3 DETAIL 1 3/16' ANNEALED GLASS 3/16' 2 0.090' SAFLEX PVB by. Eastman Chemical Co. + 3n6• r_=?',_� :_:-=:_1 j 1 3 3/16' ANNEALED GLA 0.600' 0.600, M GLAZING DEPTH GLAZING DEPTH 2LAMTED MONIOIITHIC� L IC__ II /_,SILICONE ❑PTIDNS': F 7 16" LAMINATED GLASS COMPOSITION - TYPE I ITEM GLASS DESCRIPTION DETAII.-� 1 3/16' ANNEALED GLASS 3/16._ 2 0.090TROSIFOL PVB by. Kuraray America, Inc.- .0.090' 0.460 3 3/16' ANNEALED GLASS 1 ___ _ _ _-= 11 W 1,)11111NU 11" SCHNEE-MOREHEAD 5731 UI D.600' TREMCO SPECTRUM 2 ''a QQ, � ^ M GLAZING DEPTH 7 16" LAMINATED GLASS COMPOSITION - TYPE J ITEM GLASS DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16' � ___ 2 0,090' SENTRYGLASS by. Kuraray America, Inc. .OA90' a46 } 3/16 :_ _ _ _ ====1 1 3 3/16' HEAT-STRENGHTENED GLASS 7 16' LAMINATED GLASS COMPOSITION - TYPE K ITEM GLASS DESCRIPTION 3 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16' _ _ _ _ _=-0.460 2 0.090' TROSIFOL PVD by. Kuraray America, Inc. A090' 1 3/16' :___ _ _=_,-1 3 3/16' HEAT-STRENGHTENED GLASS 1 LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • 4MODUCT RE&I'MD • • • • at compiging1with0he Florida • • • • oeuilding •od• • 0 0 • o : 0A N..• • 20LOS14.09 • • • • • •Ex iratio7`/ 2/2D22 ey 1�1 MiamrDade Product'co trot • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .-. mU v W a N .J1 "sw s o s o 0 W S Ea .1a E .1j G EG ti U z xa6 Ijom q l7 4200-6200 FIXED IMPACT WINDOW MODULAR SIGN LOAD CAPACITY - PSF EWNNDOW DIMS. GLASS TY PIES- - WIGTN - LENGTH : I - A #/68 P B C_ D E -- +l-�DP +/ P +/-SDP 1 +1-._ DP +l- DP .-. —._ +!- DP --. +!- DP �} 68 68 68 6DP 5 8 68 78 65 68 30" 68 68 68 68 65 68 66 68 68 78 65 68 36" 68 68 68 68 65 68 68 68 68 78 65 68 42" 36" 6B 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 54" 68 68 68 68 65 68 68 68 68 78 65 68 60" 68 68 68 68 65 68 1 68 1 68 68 1 78 65 68 24" 68 68 6B 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 36" 68 68 68 68 65 68 68 68 68 78 65 68 47 41r 68 68 68 68 65 68 68 64.7 58.3 78 65 68 49" 68 68 68 68 65 68 68 56.6 51 78 65 68 54' x x x 68 65 68 68 56.6 51 78 65 68 60" x x x 68 65 68 68 x x 78 65 68 24" 68 68 68 1 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 1 68 1 68 68 1 78 65 68 36" 68 68 68 68 65 68 68 68 68 78 65 68 42" x x x 68 65 68 68 64.7 58.3 78 65 68 x x x 68 68 68 x x 78 65 68 x x x x x x x x 78 65 68 x x x x x x x x 78 65 68 24' 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 " x xK68 68 68 68 65.5 68 78 65 68 x x x 68 x z x 78 65 68 48' x z x z x x z 78 65 6'8 5'r z x x 65 x x z x 74.7 65 68 60' x x x 65 x x x x 72 65 68 24' 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 65 68 68 68 68 78 65 68 36" x x 68 1 65 68 68 64.9 68 78 65 68 4T x x z x 65 x x x 78 65 68 48' x x x x 65 x x x75.6 65 68 54" 74" x x x x 65 x x x 75 65 68 60" x - x x x 65 x x x 75 65 68 66" x x x x x x x x E68 75 x x 7T x x x x x x x x 75 x x 74' x x x x x x x x 75 x x 24" 68 68 68 68 65 68 68 68 78 65 68 30" x x x 68 65 68 68 68 68 78 65 68 36- x x x x 65 68 x x x 78 65 68 47 x x x x 65 x x x x 78 65 68 48" 84" x x x x 65 x x x x 75 65 68 54" x x x x x x x x x 75 65 x 60" x z x x xF—x x x z 75 x z 6T x x x x x x x z 75 z x 24" 68 68 68 68 65 68 68 68 78 65 68 30" x x x 68 65 68 x x 78 65 68 36" x x z x 65 z x x 78 65 68 42" �" x x z x 65 x x x 76.8 65 68 48` x x x z x x x x 75 65 x 54" x x x x z x x x 75 . x -. x 24" x x x 68 65 8 68 68 68 78 65 68 30" x x x z 65 x x x x 78 65 68 36" 108' x x x x 65 x x x x 75 65 68 47 x x x x x x x z x 75 65 x 48" x x x x x x x x x 75 x x 2W x x x 68 65 68 68 x x 78 65 68 30' x x x x 65 x z x x 78 65 68 36" 120" x x x x 65 1 x x x x 75 65 68 42" x x x x 65 z x x x 75 x x 46" x x x x x z x x x 75 z x 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WDTH jLrNqTH in. in. A +!- DP S +(- DP C +l- DP _D +!- DP E +(- OP F +/- DP ,.. G +/- DP H +1- DP I J_ K L 19.1/8" 88 68 68 68 65 68 68 68 68 78 65 68 26-1/2' 68 68 68 68 65 68 68 68 68 78 65 68 37" 26' 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8' 68 68 68 68 65 88 68 68 68 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 267l/2" 68 68 68 68 65 68 68 68 68 78 65 68 37- 3S V8" 68 68 68 68 65 68 68 66-2 662 78 85 68 48" 68 68 68 fib 65 68 68 63.8 63.8 78 65 68 53-IIW 68 68 68 68 65 68 68 63.8 63.8 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 28-1/2" 68 68 68 68 65 68 68 68 68 78 85 68 37' 50-5/8' 68 68 68 68 65 68 68 66-2 66.2 78 65 68 48" x x x 68 65 68 68 x 51 78 65 68 53-1f8' z z x 68 65 68 68 x x 78 65 68 19-1/8" 68 68 68 68 65 88 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 58" 68 68 68 68 65 68 68 x 862 78 65 68 48" x x x 68 65 68 68 x x 78 65 68 53-1/w x x x x 65 x x x x 78 65 68 19.11T 68 68 58 68 65 68 68 68 68 78 65 68 2612' 68 68 68 68 W 88 68 68 66 78 65 68 3T 63' z x x 68 65 68 68 x 862 78 65 68 4W z x x x 65 68 z x x 78 65 68 53-1/8" x x x x 65 x x x x 78 65 68 19-1/8- 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 fib 68 65 68 68 x 68 78 65 68 3T x x 68 65 68 68 x x 78 65 68 48" 74' x x z 65 x x x x 75.6 65 68 53-1/8" r68 x z x 65 x x x x 75 65 68 63' x x x 65 x x x x 75 65 x 74-1/4" x z x 65 x x z x 75 x x 19-1181, 68 68 68 65 68 68 68 68 78 65 68 26-112" 68 68 66 65 68 68 x 68 78 65 68 37" x x x 68 65 68 68 z x 78 65 68 48" 741/4' x x x x 65 x x z x 75-2 65 1 68 53-118" x x x x 65 x x x z 75 65 1 68 74" x x x x x x x x x 75 z z 76" 76' x x x x x x x x z 75 x x Notes 1-) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. )K 2.) WINDOWS WITH GLASS TYPES -B" C, F. OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL HE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT �w RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3f/). • •• • • • • ••• • • • • • • • • • • • • • —1 • • • • • • s • -PRODUCT REi/4SIED 3 • • • aS comp'inywiththe Florida • • • •Building tod! • -- • • • • • • • ioAA4o! • 25-0814.09 NOTE: • • • •Ex irationpate• 2/2022 WIDTH AND LENGTH DIMENSIONS CAN BE. ORIENTED VERTICALLY OR HORIZONTALLY -ASS SHOWN ABOVE. By: aft Miam Qade Product -Co trol • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • M � $ mom G4 zJZ o U F� O � m�a R x w o j W w o � a N U w 2 z M z w C] C. ® • k, 0 � rn C�1 O C! Hwyy � U WCWa f+ N Z In �z CnI 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 (3/8" & 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) 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 READ. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 VWS-004 AS READ. 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 1 12-25H-357 I AS READ. "fruSeal" Dura Se01 Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2.643 j� 310 1.281 850 Oa0 .062 j TYP1 ii .391 O50 TIP, 808 d I 4--I.50s .773 FRAME HEAD/SIL 2 GLAZING STOP (5/16" GLASS) 310 .040 .850 250 1 .0��77 .850 _>S 272 O50 O50 TIP.-- TIP. .773 I•� 3 GLAZING STOP 4GLAZING STOP (7/16" GLASS) (3/8- & 13/32- GLASS) .310 .650'js .05*684 .050 .050 •992 .050 .0 2 TYP. TIP. 5 6 ,800 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED. GLAZING STOP W/ 7/16" LAMINATED GLASS .050 TYP.4IIP sae Ip�pl 8 .466-F� 0090' BUT -CITE PAn K�raroy o, Ina. Cb GLAZING STOP (CIRCULAR WOW.) SEE MULLION APPROVALS FOR MULLION 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 INTERIOR FRAME JAMD 1,/ FRAME SILL or HEAD RECT. OR SQUARE WINDOWS T'PI ♦I ORN CIRCULAR WINDOWS R ON�'TR CDON O OR MITER CORNERS (D FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE A to or 03 ` E o �� O o q zQ '^ rn rn y .tea n t4 o, w m rn W w Z Y R U ooz o C d a U o � aNO�d d m I j w q q W z U z o � a P4 a c o F a E F o Cq Cq �A -> W Ca �z Cal � N o � s oN S o ~�� EI � E �`� E z z a mob o W @ i t!g _.._ ._.___ i) .:_. _ .._.. • • .. METAL STR1TU*S: • • 06 `%�' r4 ' € i--- i .._ _ _._.._.._ A) STEEL : Fy 36 KSI MIN. 0 4... x e (STEEL 18 GA MIN. THICK - 0.048") byz ✓7 ',.,� C4 L----- d ,'i_ - B) ALUMINUM 6063-T5 MIN. HIW� ^ 4 • • • • • (ARA.b.078" MINI THIC4 • • EXTERIOR WINDOW FRAME PERIMETER-7• • w&W FRAMI • • • • • o c7 � I r SEALANT EXTERIOR • • • • • • o D - ' EXTERIOR GRADE • • • 1 • • • • • • • • -- `•'` °1 PERIMETER CAULKING • • • • • • o „ 3S$ I FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL F d PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0814.09 Ez 1ration Date• 8/22/2022 SEE MULLION APPROVALS FOR By MULLION TYPE. SIZE AND MAX. p A X AD, HILL DESIGN PRESSURE uMI7ATiONS. Miam ado Product'Co trot FLAT HEAD, PHILLIPS. AT 12' D.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF _1/4' MAX. THE WINDOW OR MULL SHALL GOVERN SHIM S,1 9 12 S.D.S. X 1 1/4- L. AT 12' O.C. MAX. • • JOTS: • • • • • • • ALP STEEL IA «SNTACT•NITH • • • ALEM 90 at PANTED OF• PLATED • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • 0 MI�DiADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 8501 NW 90' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use otcogstluction materials. The... documentation submitted has been reviewed and accepted by Miami —Dade County RER—Piodilct CoRtrtrl•gection to- be used in Miami —Dade County and other areas where allowed by the Authority Having W t diction (AHD. • • • • : • This NOA shall not be valid after the expiration date stated below. The Miami—Dad;.Qpunty Product CorbxQL.: Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade j) resCrm.112e right to • have this product or material tested for quality assurance purposes. If this product or material -fails to perform ir60%� • accepted manner, the manufacturer will incur the expense of such testing and the AIJY rrYtiy immeaiateiy revoke,., modify, or suspend the use of such product or material within their jurisdiction. RERM?Vles the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this pr7oduc£8r:r1iaterial failS • to meet the requirements of the applicable building code. • • • • • 0 * :....: This product is approved as described herein, and has been designed to comply with the Floridt wilding Code, including the High Velocity Hurricane Zone. .DESCRIPTION: Seri" 6uminur"ch Doors -- APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and ,Small Missile Impact Resistant, 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official 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 shall be provided to the user by the manufacturer or its distributors and shall be available for ' - n at the job site at the request of the Building Official. nevy, a ,-1212.09 d consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 18-0503.06 Expiration Date: June 05, 2023 ,Approval Date: June 07, 2018 Page 1 ` 6XI Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 0 • (Submitted under previous NOA No. 11-0202.03) • • • ...... 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing 11ooF', sh0fl Oa through, 06 of 06, prepared by the manufacturer, dated 12/12/02 with the i�t.revisi;on.0"G", Saleca'- 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—q4..... . 0 • • 2) Cyclic Wind Pressure Loading per FBC, TAS A3 *94 ....:0 along with marked —up drawings and installation diagram of aluminlim.0utswiiig French dggl,,. prepared by Hurricane Engineering & Testing, Inc., Test Reports No. ATI-11 1�!&01, issued • 0000 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—TO95 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) Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 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 201-14 • •....0 � � 5) Cyclic Wind Pressure Loading per FBC, TAS 203'--94 ."". •, 6) ....•. Forced Entry Test, per FBC 2411 3.2.1, TAS 24 —44. .... ...... • along with marked —up drawings and installation diagram of aluminum-Outswing French Qa6�'; prepared by Hurricane Engineering & Testing, Inc., Test Reports' ***No.'s IlE'FI102-1.253p. HETI-02-1726, HETI-02-1728, HETI-02-1736, IIX'T;42-1142t UETI' 0� • 1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. D'roz�:' Seda, P. E. • 6 (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 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 10l/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) 1 Lk--g \ . L4,% -\.%.- Ishaq P Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 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-11-3Z01• •issue by l-Iurrieaxe-. Engineering & Testing, Inc., dated 01 /06/ 11, signed and sealed by Candido F. >� obit: P. E. • � � � * + (Submitted under NOA No. I1-0202.03) 009000 • 4. Proposal issued by Product Control, dated 03/26/09, signed by Reno-Ia;ciso.— :" (Submitted under NOA No.10-0128.04) "" • • • • • • • . . 5. Laboratory compliance letters for Test Reports No.'s HETI-09-20;,3.. - ... UETI' P19'—' 2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Ergi!eering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. ; • • • • • ..:. (Submitted under NOA No.10-0128.04) Go • 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897: HF�X;04-106A, ' 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'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and 'expiring on 06/05/18. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6t` Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Ch nda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their " Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07Z08/.N. :00000 ••••.. .. .... . F. STATEMENTS """ • • • • 000000 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No fina"4'�f interest' dated L. 11/17/17, prepared by the manufacturer, signed and sealed by Thomas I &atbs, P.r. •..• G. OTHER • • • • ...... 1. This NOA revises # 14-0908.07, expiring 06/05/18. :":`: •� 3. New Evidence submitted. .... • A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of "No change". B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file 417-1212.09) 1. Statement letter of conformance tt FBC, 2QI�",(�� Edition) end "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed"by Thomas J. Sotos, P.E. 2. Lab compliance as part of the test report. G. OTHER 1. This NOA renews NOA #17-1212.09, expiring 06/05/23. law,, � , u,,.,,-\- Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-4 IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIAIS ITEM f DRW'G # PART # _QD. DESCRIPTION REMARI(S I L-901 LII-098 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII-096 2 SMWTE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII-091 1 x panel HINGE STILE 6063-TS ALUMINUM 7 L-905 LII-094 I x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LII-095 2 x panel TOO 6 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 1-11-085 AS REQ'D. 1/4 ROUND ALUM. HEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 LII-087 AS REWD 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINUM II FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VWS-001 TP 3286 AS REO'➢. Bulb Vinyl Wts'p.-Tenn Plastics, Inc, See Material Composition at Sheet 6 13 PWS-001 'e AS READ. VTS'P. 2 TOP/BOTT. RAILS Schlegel FS - .187'w. X .210'h. 14 PWS-002 s AS REDD, VTS'P, E FRAME HEAD A JAMB Schlegel PB - ,187'c X ,330'h. 15 - L-910 1.II-069 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16. F➢-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 FD-631 LII-096 AS REQ➢. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (B TOP 6 BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 1 SET DOOR LOOK / HEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 Is FS-035 AS REQ'D. Frame Instati. Screw - Head (See Notes at sheet 4 of 6) 23 r FS-035 AS REQ'D. Frane Install. Screw- Jamb/Sill (See Notes at sheet 4 of 6) 24 • FS-026 B FRAME ASSEMBLY SCREW #12 X 3/4' PH. -PHI. 25 Is FS-012 AS REO'D. JAMB ADAPTER SCREW #10 X 31V P.H.-PHI. 26 FD-634 LII-171 AS REQ'D. 1/4 ROUND ALUM. BEAD - U/16' 6063-T5 ALUMINUM 27 s FS-043 a GLAZING ADAPT. ATTACH SCREW #8 X 1 IIV FH-PHI. 28 ■ FS-049 2/Panel Doubts Rall Assembly Screw 3/8'x2 1/4' Hex Screw 6 Nut 29 Is Is AS REO'D. NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 Is s AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 31 a s AS REQ'D. NEUTRAL CURE SILICONE Trenco S-500 32 s ■ AS REWD, Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 a s AS REQ'D: Laminated Glass see Pg, 5 Dupont - PVB 34 Is s AS REQ'D. Laminated Glass as Pg. 5 Softex - PVB 35 s 1 HC-002 2/Panel PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALl1H) s HC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8Dia.-20D Rod, Plate, Flange Nut s FS-Ml 8 HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. a FS-044 12 SIDELITE ATTACHMENT SCREW U10 X V PH/PHIL - (17' OC Max.) r36 HC-006 2PPOSORGI 6/Janb 1/2' Dim. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 HC-007 2PPOS73GII 2/Panel 7/8' Dla. Hole Plug - Nylon 6-6 MICRDPLASTICS - Rockwell M-79 s HC-010 1/BDLT FLUSH BOLT Sill Plug - Nylon 6-0 SUNCOPLASTICS Inc. Rockwell M-79 L-913 LII-096 AS REQ'D. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 s w JAS REO'D. INT FALSE APPLIED HUNTIN 125' X .022' STOCK ALUMINUM 44 L-915 FD-623 AS REWD. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' tang 45 L-916 LII-117 AS REG'D FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 46 FD-635 MC-050 I TW0-POINT FLUSHBOLT LDCK OPTIONAL ( FOR */- 76.0 psF DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x 1/0' Alum. 6063-TS 48 FD-627 FD-627-1 2/Part 2-Point Lock Bolt Guide ANGLE 3'x 3. 1 1/2'x 1/8' Alum, 6063-T5 49 a s AS REG'Ea Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND #V52alA-A 51 FD-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND #W5110-STACT5 52 FD-•6411 HC- 1 SET LOCK PASSIVE HANDLE A TRIMSET ASHLAND #W5201A-P 53 FD-639 HC- 1 SET MULTI-PUrNT LOCK PASSIVE ASHLAND #W5110-STPAS4 54 FD-641 HC- 2 x Pam l Multi -Point Lock Bolt Gulde NYLON 64 Rockwell M scale 79 55 s FS- 4/Guide It Guide Attachment Fastener #6 x 1/2' P.H./PHIL. 56 FD-642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD-643 HC- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER 141 1/1' Max Unit Width Sidelite Berme moo- g-minR Swing Pones V.'e, da s111 Panel Width A ( 33 13/16' max:) (A1 C 35 3/16' 1 1 t i V i 1 i t 1 t 5' ' 858' Z 8 SEE 03T ALTERNATE BOLT DNSAT SHEET/ \ 25' Max. DLL) Wldt C P� a t Active Inactive N Lo 20 21 6 1/2• m W OJ A c C 1 Sidelite \ dead-hol{ / d ~ X : lock /se6}' DDUE RAIL DM B 2 3VO / NATE BOLT Side 2 3 lite --- (Bin1-- - {� Dottem AT SHEET 75B' 13 1/8' 6' 6' 6' 6' ANCHOR NOTES: 5 /4 nx. o.c. 1/ 1/4 1. SEE ELEVATION AT SHEET I OF 6 FOR (ate sidellte) 3/4 12 3/v 4 uc 4 34 ve• /4 ANCHOR O.C. MAX, SPACING AND LOCATIONS (nI#..... n fnax. o.c. a 2. SEE SHEET 4 OF 6 FOR INSTALLATION active Panel) Inactive panel) TYPES.FASTENERS 3. SAME ANCHORPACING 0 FRAME HEAD & SILL �.OXX�» EXTERIOR ELEVATION NOTES: 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATION9). 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. 5). QUAIJOF ES SINGLE OR DOABLE BOTTOM BARS 6). MAX_ DAYLITE OPENING WIDTH = 25" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET 1o16 FOR MAX_ ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED J- 5' .7 "T 5' 7 Same anchor spacing at frame head & .01 NQ=. I ). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDI!# (2014-5th EDITION & 2017. 6th EDITION), i_. 2). GLASS MEETS REQUIREMENTS CF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE, 3). 1X OR 2X 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 USTE0, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. . 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTA- ATION FASTENERS TYPE, 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS PRODOCf REVW4% ARE NOT PART OF THIS APPROVAL ,.. isaaawkylar svilb the F)sei#t LIMITA_ IT QNS: �I �B, halAia#CWa Meepinaallo�'/212.0`1 1). MAX. DP - t96PSF W/ (4) Surface Bolfa `GtRs=Typso-lw C & D. F.apir#des Dmke�"vnrfraG �Ol�j (SEE LOCATION WAILS .0 -SHEET 3 OF 6) •A_ Wy_aDP -•+711 jWSF*W/ 2sfipint Lock (active)+ (2) Surface Bolts at Inactive ) THOMA.S T. SOT09 6 •• h }, MAX. IDP 46 :W6 4PSF•W •Flat Sill & most be used where water infiltration is f /. not•�.'qu.4d Rr rl�eniR9 by overhang ratio than one. PROFESSIONAL ENGINEER ; Caa si FL Tic. 66,226 • it protected greater • �1. fkX.:)P136 ♦'191'RY/ AIUi Point Lock (1-active)+(1.-passive) at Inactive ..-?.../� �C .T��,••0 Ap Revision Notee: 000 Bedeed to comply w/ FBC2007 & added Insulated Glass 01/n/l0 • • •'r B/ B/ 8501 NW 90th St. A� I j' i T MEDLEY, FLORIDA 33166 • ip IC. O ••� * + Ashland MuIt-Point Look OL/27/11 Realised to -ply w/ XDIO FI#O# • INDUSTRIES, INC. (305) 696-6660 1 • • • • •MtNUFACPOER 08 @EgUTY ALUMINUM WINDOWS AND CLASS DOORS i Q Revised to comply wr 20P4 FRC • Revised to Comply W 201'7 FBt? T.� r. n! • ".Jcwso w s /rea.e ram sA..e I•)A APPRl1AL • • •1PACT FRENCH DOOR 1 OF 6 A E OF 4Q � P 2 e` .h3t9t O,." \eve rE_14il'i Lt�7 t f ' "' 1i6 "k Nelson ErRsa • i1/el/L7 •'Ca• Porte': Ilinpact" French Out -Swing Door • • • • A. m a. Nelson Eraso sea, s,ww�v 01/20/12 a.t.e. na....a• xr„ao- nraw"° x.,ma.r: FD-2003 R.v(.tm. L.v.a G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MG 7/8' Max Unit Width Swing OPTION Ai SHEET 7 j- Pefxfl Vldth -{�3 of 6 k 35 3/16•• marc"i� _ If _ II A Mawi DLO Idk � ll II a g ma Ace x II` I II B ' II 3 Pa0tG5EATNASH EBEQLT "OXO" ELEVATION _ 38 3/8' M. 38 5/8' Max Max Unit Yltlth I-- 74 1/2.' Max UMS Width Unit Width �.II Unit Width SOP Egt 4S. ' S'detit¢ SEE ALTERNATE BOLT ( I SEE ALTERNATE LT 700N5A7SHEET lf/ OIONS RN SHE 3 at 6 Pnnet Width ��3 of 6 3 of 6 ( 33 13/16' max 11 PaneCW1dth (3 3/16' ax. N t II m FII EII , X ° =m I it II s } v z II II Inactive AcLiv II �) rn a. jam/ 4 j 11F- _ _ __ _IF 145 1/2' Max Unit Width SEE ALTERNATE BOLT Sidellte 7�vi016t5 AT SHEEP Swing �Panel Width Panel Width 33 13/16' max. ) A (35 3/16' max. 25, Max. lX3 Wldt cs 0 a a to xA x� II II II ..o E 0 II II II II Ctivt mA =; Y a° z Active L Y TF_ P II D IF II ---IF-- BEE ALTERNATE BOLT O3 W AT SHEET 7 } 6 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. gEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. KE 25 Mnx, DL CI II mo 3Widt II D ' I II AI;QII II D m a i m II 61�I I' "OX" ELEVATION ROiL 5M APPROVED CONFIGURATIONS 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION 1 �L \ '_"O�PDONS RNASHEETLT ' 3 ofe "X" ELEVATIO VIEWED FROM THE EXTERIOR SIDE - 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. OR DOUR ARE BOTTOM LE WITH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. P"qu I ALNiWtb *8 e" wbb AcfMli lksdt.Acapt_tNs tff-OSD Ot; ExpkaNaa Dat 'Ei. ✓15riiDUL`F 1T&' i IsL 1.�� agwh9W> arlb H), _ TIIUsaTI041t0'. z tea[ (.sd4 AaeePtaave Na - ZI •Oqt Espinyaa DMte_L_Ic I i % tv_� �. Lh,cHzJ 8b+dr roAwer tC 1 SEE ALTERNATE BOLT 3Pf1}Ot61S AT SHEEP N "0" ELEVATION 1APorte" IMPACT FRENCH OOTSITING 12 - B� ,: -LQ .. PASTEL 1f0111'E/1HEIGHT I NUl®ER DP PAITSL THTII DP I PSF. ) ACTUAL 8ME- OP GLASS TYPE ACTUAL SIM GLASS G[ASs iGLASS (INCHES) as"d' & 'E" (BICBE3) TYPR B. TYPE 'C' TYPE 'D' ' RRIGHT-• I>� +/-(Pffi+) . +/-(PSI') +/-(PSF) +/-(PSF) 7rH 16 l/a 5 ±86.0 it 3/16' +76.0 _+76.0 _+76.0 5 +86.0 17 3/16' ±76.0 +76.0 _+76.0 22 1/4 28 1/4' 30 1/4' 34 1/4, _ "-•t5)' 5 +86.0 23 3/16' +76,0 +76A +_76.0 5 ±86.0 29 3/16' ±76.0 ±76.0 +76.0 5 ±86.0 31 3/16' ±76.0 ±76.0 ±76.0 5 ±06.0 35'3/16' +76.0 +76A ±76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' ■(6) 6 +86.0 11 3/16' +76.0 +760 _±76.0 6 +86.0 17 3/16' +764 +76A ±76.0 6 +86.0 23 3/16' 176.0 +7611 +76D 6 +_86.0 29 3/16' +76.0 +76.0 +76.0 6 ±86.0 31 3/16' ±76.0 _+76,0 +76.0 6 +86.0 35 3/16' +76.0 +76,0 +76A w w PANEL•MU� MEET•11tPlICABLE REQUIREMENTS PER BUILDING CAGE THOMAS J. SOTOS • : PAIIINT IISIS SgNDI• 09 OF ANCHORS AT FRAME 3AM8. PROFESSIONAL ENGRMH • • n _ if .36226 • • • • • • • • • • • tA" ` Revisian Notes: • • • • • • •�" • • Revised to comply w/ FRC2007 &added ® /Jµ ��/ 1 i1/ 8501 NW 90th St. �'. "'yF• rJ �' Insulated Glass 01'7211 _�J11JJN b @' MEDLEY, FLORIDA 33155 Ashland Mult-Point Lank 01/27/11 I D U S TR.I E S" I N C. (305) 696-8660 •t, �. ��, Revised to comply w/ •j010 Fj(• • • FAC 77 ALS7YIA71Y NSNDOIFS A1PD aLASS DOORS Revised to comply W'd 20" FBC • aa>m swr • ran clye • + YPACT.s: sR04C 00 R.ax• sA..c • Revised to comply wJ[ 2007 PH% WA APPR�AL � PACT FRENCH DOOR 2 OF 6 AI�w d'� Nalaan It4o • •11i1/17 :4I a; Pprfe"; II3IpEt�t" French Out -Swing Door Nelson Eraso 01/2�0/12 • • • • ij�y l ! { 44 ` BwL: AtJ� ew. A4aN. ; anubw s exs.r .w.la.'. ' FD-2003 Ag ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1/4' -5/16' TAPCON W/ 1 I/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) 2 x (P,TJ WOOD BUCK 1/4' MAX. SHIM TYP. JAMB Sldelite MULLION DLB Width 14 H Panel el Width 1 � MIN EMBED. TYP O O 18 46 D,TF.RIOR SIDE DrISMOR SIDE Active Inactive Active Inactive • I � E%'DERIOR SIDE f \ ErrERtaR SIDE E3 E4 La_J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT EXTERIOR SIDE 5 13 22 �- SILL (MIN. EDGE DIST.) B 2 OPTIONAL - 1 RAIL DETAIL INTERIOR SIDE Sill Height 1 }: •MIN EMBED, INTO 43500 PSI CONC. (TYPJ 5/16' ELCa TAPCDN W/ 1 1/2, MIN EMBED. (SEE SHEET -I OF 6 FOR LOCATION AND SPACING) PRtlDUCI "146W40 a. ca W os wkb we IO"Ift BoidlAlig Cede Acecpfaa«Na 1 eS63•o6 tipkAtio. Ba•e 3 iSNatdlilM. 5/16' TAPCON W/ 1 1/2' MIN EMBED. INTERIOR SIDE 1 x (P,TJ WOOD BUCK SEE ELEVATION AT (SEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR LOCK STILE 3 4 3 20 21 15 16 MULLION JAMBS 46 =`r , Active 7 7 Inactive 6 6 17 6 38 17 36 12 Sldelite 12 23 1 1/ - Minim Edge Dk 17 18 9 10 9 10 12 14 14 11 O EXTERIOR SIDE O 1/4' C2 MAX SHIM .wffo. I UNIT WIDTH MIN EMBED (TYPJ T - — ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR tR I # 16 ANCHOR O.C. MAX. SPACING AND LOCATIONS. # iB 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. / E3 \ UDCFR�Y� o %iti ft L'�"I Active Inactive 1114.8Cede plaece No / .a�iZ • 5 17 2 G3 3 OPTIONAL BOLT ® TOP RAIL Bete OR SIDE DITWOR SIDE 4 AL-1 �. UW PFoOedemood 5 6' L Active Inactive point 5 1 = ��? //.% B3 T45 40 to 7sl e6t i no 1t� 12 1 Hel htl I I �s g I T le# #1B (*) OPTIONAL SILL I 1 �' MINT EMBED, INTO 1e 3500 PSI CONC. (TYPJ ��~�� W/ OPTIONAL BOLT ®BOTTOM RAIL /4' 1 1/2' MIND EMBED, ( SEE DETAIL E3 FOR MOUNTING LOCATION ) (MIN. EDGE GIST.) 23 TWO -POINT MULTI -POINT FLUSH BOLT & (•) FIAT Sal NOTE: MAX. DP = 276 PSF MAX. DP = ±86 PSF TWO -POINT LOCK LIMITATIONS: DOORS & SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX. CP = ±86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND Surface Soits & GiNsis T)pes•4, Q, &•C. UST•BEf1SED J16ERE WATER INFILTRATION IS NOT REQUIRED OR THE THOMAS J. SOTOS 2). MAX. DP = 176 PSF W/02-•oio •XTE*IDFy OPFj4lNG IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 3HEWeT6E PROFES,'H $bIGINEER Lock (octive)+(2 surface ��ts • �1r�cti�e VEWANii GI4EATER THAN OR EQUAL TO THE HEIGHT OF THE WALL �A. 5r DDQR IS LOCATED. t4°' -:\�� ' T�••6gA c.rSF '•, �e Iivisedn Notes: • • • • • FBC2007 &added • •Tr -la T R®,9'// 8501 NW 90th St. (�1 r fy$25 •:*pC. Revised to comply w/ Insulated Gisae D3/22/SO �/!{IJ. ® 1 MEDLEY, FLORIDA 33166 _• Ashland Mutt -Point Lock 01/27/11 IND T-T Z5 IE S, INC. (305) 696-8560 Revised to comply w/ 2910 F•t• • • • • • • 6YANUFAC7'VlER Of IYL.7TY ALUMINt11f RLNDOIS AND CLASS DOORS it Z TE OF �a� Revised to comply wf 20�1 FBC • Revised to Comply wf 20TJ FBC} cy,,: • rme c.&. • w.se.s•..s: s..w/Ir.a.e rn,,. az IAA APPRarAL • • WPACT FRENCH DOOR 3 OF 6 Nelson Erlo• •11cLj1, •$a:P®rie:Ilp4t" French Out —Swing Door Nelson E—o 01/20/12 • • ,' ,91i '+'� + it/ tit SaW: A t a NumD•r. D.au%+ip Numem: A4(on Gwk DATE - n.t.e. � FD-2003 G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16' TAPCON W/ 5/16' TAPCON V/ 1 1/2' MIN EMBED. 1 1/2' MIN EMBED. SEE BELOW FOR SPACING INTERIOR SIDE 1 x (P•T.) WOOD BUCK SEE ELEVATION AT SHEET L OF 6 FOR SPACING 1 x (P.T.) WOOD BUCK 3 (SEE NOTE 3, SHEET 1) y. (SEE NOTE 3, SHEET 1) I ,- ;4: - INTMIOR SIDE 3 _ INTERIOR SIDE 3 3 AMB 19 20 21 LOCK STILE JAMB F` 3 LOCK STILE 19 20 21 -� LOCK STILE 1s 20 zt 46 29 30 31 23 L ;" • JAMB r 6 6 ."'`:` 9 30 31 T 15 39 12 6 17 7 r 7 yw,! Active 36 7 Innctive • "1. •• y`, 23 Active Active 1 fI • •DIST., MN EDGE : I1 7 17 18 9 10 '2 37 TYP. ' _: •, :.' .. 3 36 9 10'•' 7 12 .: '' - EM2OO" TYP. 12 O O O MAX SHIN O O TYP. � � G2 H2 1 Ile (M1W EMBED.) 1 " EXTERIOR SIDE UNIT WIDTH MINEMBED UNIT WIDTH 1 v.• wa EXTERIOR SIDE (TYP') EXTERIOR SIDE 50 51 1NTF.F(IOR SIDE ,"[DGE OiSf. PRODUC f REV?W& TYP. its - ' •. :� 5/16' TAPCON W/ I Ile MIN EMBED. 1 1/4' MIN. 5/16' TAPCON W/ 1 Ve MIN EMBED. LOCK STILE 3 4 haad� �B 44ar.•I -e No 17_12 O 56 57 NOTES FOR SPACING) EDGE DIST TYP SEE NOTES FOR SPACING 19 20 21 MULLION INTERIOR SIDE �� &fr1 i9S Active 7 ' ,. • 2x P.T VD. 1 1/2' MIN. " 1 x (PT) WOOD BUCK 9 30 31 45 7 38 LOCK -STILE ec •. 6 MIN. EMBED ".- BUCK CSEE p1DED, a (SEE NOTE 3, SHEET 1) 12 AiIPJIF' Arodset esek161 �. TYP SHEET3{)AT TYP � iMAX. Ft Active Sldelite 17 1 1/4 1 / SHIM TYP. EXTERIOR SIDE G3 3 HEAD 49 SHIM TYP. HEAD 2 as s 10 O13 8 12 22 13 8 sla llt EXTERIOR 12 SIDE 14 e e O 38 Attachment Screw H 5 C 6 Screws @ each side of Jambs, - 12 total per sldelite > INTERIOR SIDE 50 51 O 31 r INTERIOR SIDE 52 53 = 9 10 LAM AT GLASS LO w B 10 11ROWC'1 RENYWyIo LOCj.STILE _ 3 33 34 = J EXTEIRIOR SIDE wc�Code 4k"A 5 J W 43 Z Z W Acrnprante Not O.S7i 2r C% Lxpirafioe Active 7 7 Inactive zi x 42 � ¢a � 42 Daoe3 a o INTERIOR SIDE n- Rex ¢c ASLmI Dade R 'drt� - © r 17 17 EXTERIOR SIDE EXTERIOR SIDE • • • • • 5 18 2 5 2 THOMAS J. SOTOS PROFESSIONAL ENGINEER n LIC 45225 i � •• i i i • • •' • • • • • • • INSTALLATION FASTENERS NOTES: 'IX 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(i) 141 TAPCON HY '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(-) MULUONS: 5/16" X 2 1/4' Long TAPCON(") (•) TAPCON BY "ELCO ULTRACON" AT SILL: 5/16' TAPCON ./ 1 1/2" MIN. EMBED. INTO 3500 PSI CONIC, MIN. NaTs: ALL FASTENERS W/ 1 1/2" MIN. EMBEDMEM. 1 1/4" MIN. EDGE DISTANCE do 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy-155ksi ANCHOR ULTIMATE STRENGTH Fu=177ksi •PALL TAPCON LENGTHS "L' SPECIE® ARE MIUMU Y3 ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. SPACING AND LOCATIONS ) t3 12 13 12 O 23 I 2,'S Sill .w Height `.HelgHt SILL SILL _. - "' y J' = "' "�'. 1 MIN EMBED T." ,.1 MIN EMBED. INTO •':' TYP '. �•F,,.>. .P .• �� 3500 PSI CONC. 1 - 5/16' ELCO TAPCON •W/ - - (TYP.) 1 1/4' 1 1/2' MIN EMBED. 1 t/4'IYl: (SEE SHEET I OF 6 FOR SPACING)�Ll (MIN. EDGE DIST.) " (MIN. EDGE DISLI :a e - >a. >'' / ' 0� j . *'s' s % v r of �. / Y� �c �b ^:1, C{p�,14 t')+`,qe� -'Zg'ry DATE_____ Ili r:',,ri • • Revision Notes: • • 000 • • • •�� /]]�� /T 8501 NW 90th St. A 1 Cy MEDLEY, FLORIDA 33166 INDUSTRIES, ZNC. (305) 695-8660 •IU • • • • NV+'AC7�11" WAlUYDVVA( IFINDOR•S AND CLASS DOORS Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland Mult-Point Look 01/27/11 Revised to comply v, Colo • P y / wo Re pyFHC • Revised to comply 2044 Revised to comply 2517 FB! ewe: • Puy cMsa • Pr"•caess.K a..w/Led.t rwev aA.a •OA APPRC✓AL • • •MPACT FRENCH DOOR 4 OF e Nelson >h�a • wi 19 JU / •'� a: Porte': I71L1 • French Out —Burin Door • • P" g • • mv°m° 9s: Nelson Erato n srv°Pn: 01 20/12 $aw: n.t.s. FOa.we rvume.r. D.a•ec„s A•...sw: S..xmn t...r FD-2003 G • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• - .. SInlITE ATTACHMENT DOIHLE GROVE SIDE � INTERIOR SIDE V. SCREWS }32 __ a10 x r PNJPHR. _ _ 17 Glazing Adapter ASSEMBLY SQxVS }2B ED NG �''/B'�C1aL•fng Depth nz x 3/4• —ND_ 29 30 31 Silicone ' I Caulking 111�1>l>11111111"'..I VEATIERSTRIP FACE IIP -- \` / \..............3 Laminated Glass Types A', 'B" or "C' suL ADAPTEar_._.....__ by : (see below) DOOR J 3 DITMUOR SIDE (SEE TABLE W/ CORRESPONDING FRAME ASSEMBLY DETAIL ATTACHMENT DETAIL GLAZING TYPE 6 DESallPTIM 1/4 Round 3 33 34 Bead 9 10 --� SooACCEM KXE' • EXTERIOR SIDE SHOWN a D GLAZING DETAIL 4 1 SILL SEALANT DETAIL /� MOTE HEADER TO BE S ED SH R TO SILL ,� ^/ I LEFT ODOR 'A' - SENTRYGLASS byh Kuraray America, Inc. l / ____ -LE 'B' - TRDSIFOL PVB b • Kurara America T^� DEPI BOTTOM LEFT — HINGE ATTACMMENT' .10 , 3 }3l }{0 x 3/A' Rl/PHIL ' TINGE ATTACHMENT )ETADS ACCEst M•_E TTAC WENT /4' PH/PHa. 014 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) I, MIN EDGE DIST. —11+0.125 II THK. MIN, (6063-T5 MINJ PPROVEEDLIDN ` r+- R.FEERN TO AUM MIAMI-DADE NOA 1/4' MAX, SHIM TYP. T TER -El I-Ql- INN➢ N➢IGE LEAF TO NDt �/y STILE BOTTO( .ND NEX WI PANEL ASSEMBLY DETAIL ACCESS ROLE COVER 414 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1' MST, 12 GA, MIN. I (fy = 36 KSI MINJ �EIGE TUBE OR COLUMN NpNpNp ~ _ ISTEEL (STEEL IN CONTACT W/ ALUM. TO BE PLATED OR PAINTED) 1/4' MAX, SHIM TYP, 1 1/4' MIN. 5/16' ELCO TAPCON W/ EDGE DtST. 1 1/4' MIN EDGE MST. 1 1/2' MIN EMBED. �•-TYP 5/16' TAPCON W/ TYP EFOR DSPACING)ONC r (SEE NOTES FOR SPACING) (SEE2 NOTES •`I (CONC. TO BE 3 KSI MIN.) 2 x (P.T.) WOOD RUCK T 1/2 .' 1 1 /2" (SEE GEN. NOTE N3) (MIN. E ED.) (1AN. BED NOTE, OPTIONAL INSTALLATION TO DOOR FRAME (TYP.) 1/4' MAX. SHIM TYP. DETAILS MAY APPLY JAMB AND/OR FRAME HEAD. FRAME INSTALLATION OPTIONAL 1/4' MAX, SHIM TYP. DETAILS 'C' - SAFLEX PVB by- Eastman Chemical Co INTERIOR SIDE 10 Glazing Adapter Glazin SDeone 5/16' i.amiaated Glass s/B 9 30 3T Types "D" or 'E" 33 34 G Depth by : (sea below) SEE TABLE V/ CORRESPONDING iLAZING TYPE 6 DESCRIPTION 1/4- Insalated Air Space w/ 1/8' Temp, Glens INSULATED SPACER 'TrvSeal'- Ginning Bead Dura Seal Swiggle Spacer 28 Black - 1/4' Al, Space PtAa. 812-25H-357 . EXTERIOR GLAZING DETAIL #2 'D' - SAFLEX PVB by, Eastman Chemical Co. 'E' - SENTRYGLASS by: Kuraray America, Inc. n�n,11.1ttn�uM[isnleEND RW eiI')OUC'fM&W60 + - ,-pb g with ebe F1aFMee EaidiAa Gih AceepF}oerNa G },• aG Lapir}N(m DeaD�2"3 gl(iil FL �L= m MID l Lwa• C RING HCroA ) GLAZING TYPE At DESCRIPTIONS .466' 0 A Laminated Glass bv Du ont - Glass TrDe "A" FIRM DESCREP7'ION ` DEIAD, 32 I 3/16- Annealed v 2 .090, SentryGlass Interlayer •� _ 3 1� alias• 3 3/16' Anneated s340' 0 A Laminated Glass by Du _ ont - Glass Tvve 'B" _ STET( 11E3CWTION DB.TAD. 33 1 1l8' An t d -Tj1- �J 2 09➢' TRCSIFO F'Vli t t rlayer 3 1 I/W Amedled .340" O A Laminated Glass by Solutia -- Glass Tvne C ITEM D6.9CIOP17DN DErAD, 34 1 ve' He Strengthened Gt.., .aDa• SnfleB PVB Interlayer a3u• 3 1/8' Hent-Strengthened Glas GLAZING TYPE & DESCRIPTIONS .340 0 A Laminated Glass by Solutia -Glass a "D 1T2Y DESCMMON DETAIL i i/W Heat -Strengthened Glass I 1 ,_L O L4 2 3 .090' Saftm PVB Intertayer 1/8- Heat-Strergthened Glass 4 1/4' INSULATED AIR SPACE 5 Ite' TEMPERED GLASS .340 0 A Laminated Glass by Solutia - Glass T e E 1TEIl DESCRIPTION DETAIL 1 Grass 1/8' Hent-yG1... hts 2 3 L .090' Sentry Glass Interinyer 118- Heat -Strengthened GLnss �• 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS 11 BINGE:ISSEMBLY�E1t,• SOTOS ENGINEER #FD-624r2 • • • • • • • • • • • • • • • 55225 •F!!!! )C1 !!,! Revi ed Notes: y • • 000 Revised to FBC2007 I` B,BI{7• • LA, S •T0 � comply w/ added Insulated Cuss 01/29/10 .L//J1Eilll �FgW/ •••: Ashland Yult-Point Lock 01/27/11 1V ID V S T I R S Revised to Comply w/ 2030 FVOO • 10 • • • •VANDPACrWfi 0 o Revised to comply w/•20M FBC • A�,P ca..: Ewe ex! • !Me P'ROBJC f ss€ee6�1 :n �p(1•iaY Y+iti me F7oeifr .4�'oeepleae('ee No 1 /Z12.Gj Eapiraay Byte G A � •Fn� A�,P' PTDD1� ( ®/ 8501 NW St. 1 � MEDLEY, FLORIDAORI 33166 INC. (305) 696-8660 ICC= Revised to Comply w/•20A F" MRA APPROOM. I -'PACT I FRENCH DOOR 5 OF a •O• "' E.a{..a Nelson Erao • cA. • • „• • • , p: g T iBOf •rc,� gli/M7 o'ia* orte •I>�lpa;t' French Out —Swing Door �; .�/ ,9�lTo?'•'�.��'_�` � � Nebon Erazo D ni l�n/TB • n.ta. • •• •• • • • •• •• x,.,,s... FD-2003 la«(e("a Zp- 3/B' I Qvm STEEL 56 G g LOCKI ACTIVE CYLINDERL LOCK- swe I- LA TIVF HANDLE 8 TRIMSET 0 3 b b .9 r 57 OTTEI OPTIONAL 946 TWO -POINT LOCK LOCK #HC-050 (+/- 76.0 psf DP) 3/8' O.D.- STEEL BEL O.D. BOLT ;4 O 52 53 PASSIVE HANDLE 6 TRIMSET HDTTOM GUIDE 57 O.D. . BOLT Optional Multi -Point Locks (+/- 86.0 psf DP) I ASHLAND 8W5110-STACT5I ASHLAND #W5110-STPAS4 HANDLE 4 TRIMSET I HANDLE 4 TRIMSE ASHLAND 4W5201A-A I ASHLAND 31W5201A-P FLUSH BOLT AND TWO -POINT LOCK 49 ANGLE GUIDE #FD-627-1 1.500 L124 1.500 - INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG #FD-625-1 2' SIDELITE PANEL ALUMINUM PLATE 36 2" LONG #HC-002 s3a 1 _1 STATNLFSS M11 BOLT 1<1 (<) 5/16' OX. SSS (+/- 76.0 Psf) «) 3/8' O.SSS («/- 66.B psf) T iACTIVE-PANEL 16 FLUSH BOLT #HC-001 .076 I- 1 .875 .062 17 t,12�59JJ GLAZING ADAPTER #L-910 119 =730 I I I- 2.031 11 HINGE LEAF #L-908 I .045-J HALF ROUND 42 FALSE MUNTIN #L-913 078 3.5 �-" 4.500 �I .050 460 .986 � 1.7096 [Zt87 L I 50 1.750 -1 .9g08 - J .074 .127 .065 QUARTER ROUND I 26 #FD-6634 BEAD O PANEL HINGE STILE O FRAME HEAD FD � 6 #L-907 - 1.812 -i - Ol 060� -726 4,187 F� I � .808 .098 j QUARTER ROUND 1.759 .075 - 10 (3/8") BEAD #L-912 L. --{�,070 5.05 i I 060 O PANEL LOCK STILE .835 �616 #L-905 1,75 -- . OQUARTER ROUND (1/4') BEAD #L-911 .072 -I 1.625 -1-L0.198 LLI_OI a.000 ,072 O RAIL ADAPTER #L-909 .094 Flexible Vinyl FPVC Composition -Tom plastics Inc. 'I. FPVC61acic Compound No. 7200-75 PHYSICAL ASI'M NO. DirometerHudmss "A", 117 sm 75 D-2240 Spuitic O-ity 1.45 D-792 Tem1e Streaglh, PSI 1640 D638 U hnntc Ebngmmn, V. 340.0 D638 Modulus(D 100%El.ga6m, PSI 765.0 D638 I actBTitdmoss, -3LO D-746 2. FPVC White: Compound No. 7267-75 PHYSICAL AmiNO. Diromes:r Hsnines"A", 10 sec 75 DZ40 Spwi6c Gravity 145 D-792 Te siles-9d,PSl 1640 D438Pi Ultimste 61onptiuq % 325.0 D638 ys Modulus IO096E1mgadm,PSI 765.0 D-638 1 Im eclaatdeness, -30.0 D-746 i 082 I 5 PANEL TOP & BOTTOM RAH. #L-906 I- 1.750 1 .125 J SO .300 OFRAME JAMB #L-903 h�__ _T 1.250 1F .100 .064 •064 2,000 7 4.500 OFRAME SILL #L-902 1.812 - 066 063 I 21-� 065 4.500 F2� O JAMB ADAPTER #L-804 LE 12 4.348 100 I ' 0.078 0.050 J 4.066 FRAME HEAD SHEAR PLATE 44 #L-915 NOTE: 1. ALL DDdENSIONS SPECIFIED ARE IN INCHES .218 .IDO I 2,688 .500 2- SEE ELEVATION AT SHEET I OF 6 FOR L C. NAA. RLOCATIONS ODij If A IWg 1 owlly[ai w118 i61ef O�'{•r w In idhR Ca&a --PWet mid, 9 u iY_Qe phaa No It-0sa•64 W"Ag a.& 45 FRAME LOW SILL a Cee17- Zf?. q • #L-918 ExphsHml Bltde • • • BY �1 `,`�►.•S.. • • • • • REFER TO DETAIL 'H3' AT SHEET # 3 OF 6 In 80Hui• • • • FOR ADDITIONAL N07ES AND LIMITATIONS. Revision Notest • • • • • ' • • �i BeviseI to comply w/ FBC2007 8 added pl/b/ 8501 NW 90th St. i �a" Insulated Glass 01/22/10 111�1�� P 6' MEDLEY, FLORIDA 33166 Ashland llult-Point Wclr 01/27/11 IS ON N ID T..7 ST Ft I E E3, INC. (305) 696-8660 '* Revised to comply w/ 2.10 FIf • • 9 • • • • •I NVFACIDf/8R 644W*IrY ALUAUNUIF 91 AND CLASS DOQRS Revised to comply w/02014 FBC • D.•o cam,,, pa�i cv,• • r.eafae.vey: s<rW/Yed.r D.� sA..(: x:zRevised to comply w/•2010 FBC• NM MPROy,t • • I•PAC7 FRENCH DOOR 6 OF 6 r w� avo.Ara Nelson Er. • 91s/17 •Iia• orte":Ir;paat;' French Out -swing Door a� NelsonErazo 01/20/12 n.ts- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FD-2003 -- - G