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WS-16-3436 Permit NO. WS-12-16-3436 `ggORES�� Miami Shores Village an Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NW ' orkClassification:Window/Door Replacem Miami Shores,FL 33138-0000 Pen Permit Status:APPROVED Fs Phone: (305)795-2204 CORiDP Issue Date: 12/22/2016 Expiration: 06/20/2017 Project Address Parcel Number Applicant 79 NW 97 Street 1131010330260 Miami Shores, FL 33150- Block: Lot: GORDON &RISA BLAIR Owner Information Address Phone Cell GORDON& RISA BLAIR 79 NW 97 Street (786)458-7799 MAIAMI SHORES FL 33150- 79 NW 97 Street MAIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 19,100.00 HERDIZ CONSTRUCTION INC (305)479-4783 _�. _.•�_ _.�...._... - Total Scl Feet: 0 Type of Work:WINDOW AND DOOR REPLACEMENT Available Inspections: No of Openings: 19 Inspection Type: Additional Info:WINDOW AND DOOR REPLACEMENT Window Door Attachment Classification:Residential Final Scanning:3 Review Building J Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# WS-12-16-62434 $4.35 12/22/2016 Credit Card $339.70 DCA Fee $4.35 $0.00 Education Surcharge $4.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $339.70 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 AFFID VI t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi oning. ter jor ,I authorize the above-named contractor to do the work stated. 71Y1 December 22, 2016 Au onzed Signature:Oer / Applicant / Contractor / Agent Date 11 Building Department Copy December 22,2016 1 Miami Shores Village DEC 22 2016 _t Building Department - 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-0949 S FBC 20 j BUILDING Master Permit NoAy 5 1(0-3(4'S(0 F PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP -} CONTRACTOR DRAWINGS JOB ADDRESS: ow S` Mu'� �'U\rQ's City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: �/�(� OWNER:Name(Fee Simple Titleholder): Vw� PJ tazy Phone#: ��D 4 Sb -?-4q Address: �q uw q-4 S-t City: 1_ nL w 54zi,4995 State: �L Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 1L/'�i Qn z�-�rr� a K, e. Phone#: SOS-41-1-t'-44Sr'3 Address: 0444 Sw 4,2 City: YS V,, i State: FL. Zip: .,1.31 Qualifier Name: Phone#: 306'-4P77-4--?9'3 State Certification or Registration M 0-0d,!S! Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: -, "l 100 •0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition 1❑ Alterations_ __ EJ New ❑ Repair/Replace El Demolition Description of Work: �t�COLJ Q�,17Jsu.(!�yusv..�. Specify color of color thru tile: /A k/l nAtUS S� n/wy S Submittal Fee$ Permit Fee$ CCF$ CO/cc$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value 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 nd a reinspection fee will be charged. Signature Signature OWNS or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1_day of� PV 120 1(Q by 15,, np day of 1) � 20 f (0 by ��fJQA �� V who is personally known to AVy�(1XA 4y `` N7,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: tl Sign: Print: Print: MY COMMISSION GQC0915T Seal: MY COMMISSION#r,(;0091 57, Seal:::rEXPIRES July 06,2020 ?a EXPIRES Juty OG,2020 I APPROVED BY �" Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4* SN0C 193 r, �'I Miami shores Village U_ Building Department 10050 N.E.2nd Avenue ��'FNr� Es°yam Miami Shores, Florida 33138 0R1Dp Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two(2)copies of drawing of the building,showing location of the windows,doors and shutters to be replaces. ❑ Two(2)copies of the Comparison Chart,with all the required information.(NOA approval number,size of each opening,(width and height),opening design pressures,and design pressures for each component taken from the individual NOA,"Notice of Acceptance") ❑ Two(2)copies of State of Florida or Miami Dade County approved NOA for each different components being installed.(Windows, Doors,Mullions,Fixed Glass,shutter) ❑ Florida Building Code-Existing Building,section 706.4 Replacement of windows and doors.The replacement of garage doors,exterior doors,skylight,operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High-Velocity Hurricane Zones.For one-and two-family dwellings constructed under codes prior to September 1, 1994,the replacement of exterior doors with glazing,sliding glass doors,glass patio doors, skylights,and operable and inoperable windows within any 12-month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening.The minimum opening size:(20"wide x 24"high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Required inspections:Buck(if greater than 1 x),Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL.GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 SO�xRES 5 IR i93z G Miamishores Village ` Ir- Building Department �";�„ P111 10050 N.E.2nd Avenue Miami Shores, Florida 331380 Lei@�yr� EES io s� Tel: (305) 795.2204 FLORIDA 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). Acknowl ent: ph lye:�; Qu ifier/Owner Signature Date Print Name CONSTRUCTION INDUS I KY LIGLWAN(3 BOARD (t$bU)4t3/-'1395 •a�W"I 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 HERNANDEZ-DtZ,ANGELA CARMEN HERDIZ CONSTRUCTION INC 13444 SW 62 ST#101 F MIAMI FL 33183 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range { - STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT'OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGC1511859' ISSUED:~ 10/03/2016 to serve you better. For information about our services,please I log onto www.myfloridalicanse.com. There you can find more CERTIFIED GENERAL CONTRACTOR information about our divisions and the regulations that impact HERNANDEZ-DIZ,ANGELA'CARMEN you, subscribe to department newsletters and learn more about HERDIZ CONSTRUCTIbN,INC the Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you canIS CERTIFIED under the provisions of Ch.489 FS. serve your customers. Thank you for doing business in Florida, 1s nondate;'AUG nder8_— L16.489 FS. and congratulations on your new license! - ---� --- DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY F STATE OF FLORIDA r DEPARTMENT•.OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ...�` , i CGC1511859 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31-1-2018 ti HERNANDEZ-DIZ;ANGELA.CAR IIEN k 'HERDIZ-CONSTRUCTIONINC13444'SW.6Z ST#101 F .� �",, "✓� MIAMI'-- ' --.,FU33183 ISSUED: 10/03/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1610030000573 A�O DATE(MMIOD/YYYY) . CERTIFICATE OF LIABILITY INSURANCE 12/21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THECERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS,CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: a the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. IF SUBROGATION IS WAIVED,subject to the terms,and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the Certificate holder In Ileu of such endorsemengs). PRODUCER UUM IAV NAME: CONCBITA VIDAL PTL INSURANCE ASSOC. , INC. N 305-262-7FAX 094 7201 CORAL NAY arc No305=262-4907 MIAMI, FL.- 33155 ADDRESS. eiSI,RER(a) AFFORDING covERaca NAICe INSURER A:Unit bd Specialty Insurance Company. INSURED HERDIZ CONSTRUCTION, INC. INSURER B: INSURER C: 6214 SW 147 Place Cir INSURER D: Mland, FL 33193 INSURER E 786 253-3327 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPE OF INSURANCE I POLICY NUMBER MMIDDIYYYY) lmmurymw LIMITS GENERAL LIAQILITY EACH OCCURRENCE $ 1,000,000 R CommERCIiLL GENERAL LIABILITY PREMISES Ea occccunerm $ 100 000 CLAIMS-AIDE ®OCCUR MED l7(P(Any one parson $ 5 OO O A X SII1003B17404 8/18/16 08/18/17 PERSONAL&ADV INJURY $ 1,000 j 000 GENERAL AGGREGATE S 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 1,000,000 POLICY JECTPRO LOCI I $ AUTOMOBILE CIABILnY (Ea accident)SINGLE LIMIT ANYAUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Per acciderd) 'S AUTOS• ; AUTOS D PROPERTY DAMAGE— HIRED AUTOS AUUT S VVNED per goddeMlS` $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAWiS*IApE AGGREGATE $ DED 1 1 1 RETENTIONS S WORIMRS COMPENSATION AND EMPLOYERS'LIABILITY YIN ANY FROPMETOR/PARTNERIEXECUTNE ❑ N!A E.L.EACH ACCIDENT S OFFICERAMBASER EXCLUDED? (6anduory M 00. E.L DISEASE-EA EMPLOYE•$ Iyea ,,r-be tander DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPIERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,AddI*xW Remarks Schedule,I more epees is reWW" CGC 1511859 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept SHOULD ANY OF E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATIO DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE H THE POLIC VISIONS. AUTHORIMM ®1 201`TACORVCORPoRAVbN. All rights reserved. ACORD25(2010)05) The ACORD name and logo are registered marks of ACORD 0=18 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT ABILL-Dp NOT PAY E17r] 7157253 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES HERDIZ CONSTRUCTION INC RENEWAL SEPTEMBER 30. 2017 13444 SW 62 ST #101 F 74MI48 Must be displayed at place of business MIAMI FL 33183 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC,TYPE OF BUSINESS PAYMENT RECEIVED HERDIZ CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR ANGELA HERNANDEZ—DIZ PRES CGC1511859 $82.50 10/21/2016 Worker(s) 1 CREDfTCARD-17-00 i 757 This Local Rosiness Tax Ilecelpt only Coaflrna payment of Ilio Local Besiesss Tax. TIN Raaoipt is not s iiconso. permit,or a Cerdhsti con of the holder s giraal ifica�doas,to do rwiom Caapllr mW will am 9001110401or nongovomantaI regulatory laws a nquirNments whkb apply to do Mlac wss. The IIECEIPT N0.above mace be displayed on all comnwnarcisl"Wales 11111w l4ade Code S"Io-M For an iaf madoe,visit I JEFF ATWATER ��. CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 9/18/2015 EXPIRATION DATE: 9/17/2017 PERSON: HERNANDEZ-DIZ ANGELA FEIN: 260702128 BUSINESS NAME AND ADDRESS: HERDIZ CONSTRUCTION, INC 6530 SW 13 ST. WEST MIAMI FL 33144 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section r benefits or compensation u44nder this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt.--apply only may not recover within the scoper of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 0.05(13),F.S.,Notices of election to be o revocation if,at y time er the filing of the notice or the ssance of the certificate, exempt and certificates of election to be o longer meets thet shall be subject trequirement of this section afor i issuance a of a certificate.The1deupartment shah a the person named on the notice or certificate M DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 HERDIZ CONSTRUCTION General Contractor CGC 1511859 13444 SW 62 St#F101 Miami, FL 33183 Phone: 305-479-4783 Date: 12/21/16 State of Florida County of Miami-Dade Before me this day personally appeared Angela Hernandez-Diz who, being duly sworn,deposes and says that she will be the only person working on the project located at: 79 NW 97 St. Miami Shores, FL.33150 Sworn to(or affirmed)and subscribed before me this 215`day of December.2016,by ny� Personally know Or Produced Identification Type of Identification Produced PaAalG� J rr�S• PATRICIA FESLES MY COMMISSION#GG009157 EXPIRES July 06,2020 CGC1511859 CGC1511859 CGC1511859 CGC1511859 CGC151' 859 CGC1511859 CbLJLbr19= n .... ..,..OR Miami Shores Village �— -�� Building Department OR[DP' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if I. 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 YO ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owne State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of )1029, 1l ,20 / By l9 UV'Olf VA '✓I�C1✓ who is personally known to me or has produced as identification. Notary: pATRICIA PERCES SEAL: "' '- MY COMMISSION#GG009157 a� EXPIRES July 06,2020 Prope,jy Search Application - Miami-Dade County Page 1 of 4 IMPORTANT MESSAGE When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. 00 Address Owner Name Subdivision Name Folio SEARCH: 79 NW 97 ST Suite Q... q 11W 6 £f•� � rye- PROPERTY INFORMATION Folio:11-3101-033-0260 Sub-Division: s r� MIAMI SHORES SEC 6 e Property Address 79 NW 97 ST T Miami Shores,FL 33150-1732 Owner GORDON BLAIR&W -- RISA BLAIR Mailing Address ' 79 NW 97 ST MIAMI SHORES,FL 33150 y$ *ra :b Primary Zone p 0800 SGL FAMILY-1701-1900 SQ f f Primary Land Use at 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT L Beds I Baths I Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,897 Sq.Ft x Living Area 1,278 Sq.Ft '- Adjusted Area 1,623 Sq.Ft Lot Size 10,200 Sq.Ft €' Year Built 1950 Featured Online Tools http://www.miamidade.gov/propertysearch/ 12/22/2016 Property Search Application - Miami-Dade County Page 2 of 4 Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2016 2015 2014 Land Value $224,744 $165,965 $137,440 Building Value $112,961 $112,961 $110,039 Extra Feature Value $0 $0 $0 Market Value $337,705 $278,926 $247,479 Assessed Value $191,875 $190,542 $189,030 ......... _m...... _ TAXABLE VALUE INFORMATION 2016 2015 2014 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $141,875 $140,542 $139,030 )SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $166,875 $165,542 $164,030 CITY Exemption Value $50,000 $50,000 $50,000 y t Taxable Value $141,875 $140,542 $139,030 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $141,875 $140,542 $139,030 BENEFITS INFORMATION Benefit Type 2016 2015 2014' 'Save Our Homes Cap Assessment Reduction $145,830 $88,384 $58,449 `Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). t FULL LEGAL DESCRIPTION MIAMI SHORES SEC 6 PB 10-39 LOTS 16&17 BLK 129 i LOT SIZE 100.000 X 102 OR 19873-0315 08 2001 5 COC 26370-3994 04 2008 3 i SALES INFORMATION Previous Price OR Book- Qualification Description Previous Owner 1 Sale Page http://www.miamidade.gov/propertysearch/ 12/22/2016 Proper ty Search Application - Miami-Dade County Page 3 of 4 05/11/2009 $150,000 26927-2731 Financial inst or"In Lieu of Forclosure"stated LASALLE BANK N A TRS 04/01/2008 $0 26370-3994 Sales which are disqualified as a result of examination of the deed 03/01/2007 $540,000 25592-1374 Sales which are qualified (08/01/2001 $0 19873-0315 Sales which are disqualified as a result of examination of the deed For more information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value I GENERAL R-14.25,R-15 0800-SGL FAMILY-1701-1900 SQ Front Ft. 100.00 $224,744 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1950 1,650 1,278 1,458 $101,477 1 2 1954 247 0 165 $11,484 i t Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value ADDITIONAL INFORMATION i The information listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies. LAND USE AND R s ESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE ( i I Urban Development: INSIDE URBAN Zoning Code: R15- DEVELOPMENT 15- DEVELOPMENT BOUNDARY Existing Land Use: 10-SINGLE- j FAMILY, MED.-DENSITY(2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non-Ad Valorem Assessments School Board j South Florida Water Mgmt District Tax Collector s 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 For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version:2.0.3 http://www.miamidade.gov/propertysearch/ 12/22/2016 Rrgp�gy Search Application - Miami-Dade County Page 4 of 4 r EXEMPTIONS S BENEFITS REAL ESTATE TANGIBLE PERSONAL PROPERTY Deployed Military 40 Yr Building Appealing your Assessment Re-Certification Disability Exemptions Assessment Information Search Appealing Your Assessment Homestead Exemptions Defective Drywall Institutional Extension Requests Folio Numbers Senior Citizens Filing Returns Mortgage Fraud More> More> More> PUBLIC RECORDS ONLINE TOOLS TAX ROLL ADMINISTRATION Address Blocking Property Search Appealing your Assessment Change of Name Property Sales Reports Change of Address Tax Estimator Change of Ownership&Title Tax Comparison Declaration of Condominium Homestead Exemption and Portability More> More> More> Home Privacy Statement Disclaimer About Us ADA Notice Contact Us ©2014 Miami-Dade County.All rights reserved. http://www.miamidade.gov/propertysearch/ 12/22/2016 Project: RISA BLAIR Engineer: E.F. 79 NW 97 ST MIAMI SHORES, FL Printed on: 12/19/16 Building Characteristics h= 14.00 ft (mean roof height of the building) L= 36.30 ft (Short horizontal dimension of a building measured parallel to the wind direction) B= 78.00 ft (Long,horizontal dimension of a building measured normal to the wind direction) h/L= 0.39 L/B= 0.47 (ASCE 7-10,Table 26.9-1,page 256, Z= 8.40 ft Zmin— 15 ft Terrain Exposure Constants) — C= 0.20 ft = 500 ft e= 0.20 ft Design Criteria ASCE 7-10,Chapter 30, Part 1 Risk Category 11 (ASCE 7-10,Section C1.5,page 380) FBC-2014,Section 1604.5 Exposure C (ASCE 7-10,Section 26.Z3,page 251) FBC-2014,Section 1609.4.3 V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2014,Section 1620.2 Kh= 0.85 (Velocity Pressure Exposure Coefficient also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z) Kd= 0.85 (Wind Directionality Factor,ASCE 7-10 TABLE 26.6-1,page 250,based on structure type) Velocity Pressure qz=0.00256 KZ Kd V2 [I bS/ft2] (ASCE 7-10,Eq.30.3-1) (NOTE:section 26.8 of ASCE 7-10,p.251 does not apply(i.e.,Kzt=1.0)) %= 56.64 PSF gzasD=qz 0.6= 33.99 PSF Determination of wind pressure(p) (ASCE 7-10,chapter 30,page 318,Components and Cladding) P=gh(GCp-GCpi) [Ib/ft2] (Eq.30.4-1) (ASCE 7-10,30.4.2,page 318) Gust Effect Factor (ASCE 7-10,26.9,page 254,Rigid Structures) 4'—Cr Gcpi}= 0.18 (Internal Pressure Coefficient,TABLE 26.11-1,page 258)Enter 0for open bldgs.0.55forpartially eenclosed bldgs.or 0.18 for enclosed bldgs.Gcpi__ -0.18 [z Determine a: a= 3.63 ft or 5.6 ft (whichever is smaller) 3.63 controlsbut not less than 1.452 ft or 3 ft 3 controlsw Q Use a= 3.63 ft Windows and Doors Pressure reduction factor= 1 (Fig.30.4-1,page 335,if 0<10°reduce GCp by 10%) qh= 33.99 PSF EXPOSURE F C••• CATEGORY:II P=gh[(GCp)—(GCpi)] [psf] WINDOW/ SIZE(aprox.) AREA• GCp( )• GCp(+) P_ P_ P+ DOOR ID w(inch) h(inch) (SF) •„` •.tNta: •'ZOJE$ ZCNE 4&5 ZONE 4(-) ZONE 5() ZONE 4&5 Window 10 ft 38 38 10.00 -1.10 -1.40 1.00 -43.50 -53.70 40.10 ••• ••• .. .. •n• Door 3'x6' 36 72 18.b0+ •1.99 • -1.31.• 12.95 -41.97 -50.63 38.57 00 0 REAR VIEW RECEI'C r--- --------------- ----T-- ---TT1 DEC 2 2 201,6 I I I NEW ACCORDION SHUTTER TO 1 1 © O i i i ; i BY: BE INSTALL FL 12549—R5. I I I I t 1 I I I I I li L1J O z I---�__—____{--- W I r-- -- II I1-------4 II O I M W II Li W > to W / IN�II' Ld � O � \ LL_ I -----_� I I I Ld = m N Q I I ; r I I I O J ii ; ; ; BEDROOM ii � Q II It II II II II - :2 p 11 II z iii tl ii I BEDROOM I BATH Q i I w � I I I I I OI O I O ___J I Z C) t EGRESS z A I FRONT VIEW '••' :• • L------- ...... ... L_________---1____-_-- ---------- --------- Miami Shores Village APPROVED BY DATE ." o • ZONING DEPT ••��•� :• •" XISTING FLOOR PLAN " " ' "' BLDG DEPT • SCALE: 1/8" = 1'-0" • • : • ••• SUBJECT TO COMPLIANCE WITH ALL FEDERAL /- 00 0 STATE AND COUNTY RULES AND REGULATIONS • • '(th DESIGN BY: E.F. GENERAL NOTES: DRAWN BY: E.F. 1. THESE PLANS ARE PREPARED EXCLUSIVELY FOR THE SELECTION OF NEW DOORS OR WINDOWS. INSTALLATION SHALL BE CARRIED OUT FOLLOWING THE CORRESPONDING PRODUCT CONTROL APPROVALS FROM MIAMI—DADE COUNTY. ANY MODIFICATION TO THE ORIGINAL STRUCTURE REQUIRED FOR THE DOOR/WINDOW INSTALLATION IS NOT COVERED BY THESE PLANS. A SEPARATE PERMIT W v WITH CORRESPONDING DESIGN PLANS MUST BE OBTAINED IF MODIFICATIONS ARE REQUIRED FOR THE INSTALLATION 2. THESE PLANS ARE NOT CONSIDERED COMPLETE UNTIL SIGNED AND SEALED BY THE ENGINEER AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES v a rt'a�z° N G4 W vii I 3. ALL DIMENSIONS SHOWN ON THESE DRAWINGS HAVE BEEN OBTAINED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS AND/OR BY ROUGH MEASUREMENTS FOR THE PURPOSE OF :> '{ PROVIDING A SPACE PROPORTION TO THE USER. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER RECORDS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS DIMENSIONS OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS PLAN ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY. W LL. Ca 4. DO NOT SCALE FROM PLANS DATE:12-20-2016 SCALE: AS SHOWN NOTE: THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE ENGINEER OF RECORDS AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES SHEET: 1 4 --------------------------------------------- I _____________ --------------------------------r�====____-----_------__-___--- _______-------r� I I I I I ® I I I I I I I I I I I 0 I I I I I I B I I I ----� I 1 O z ---- I Ln W L-------- -------------------------------------II-----------------------------------------------J M � W FRONT VIEW M U J L.� (n Lit O /^. 0 /----------------------------------------------/ ,`--------------------------------------, m (n p ------------------------------------------------------------------------- --------------------� T1------ -------------------------------------- z (n Q ® i i ® ❑❑ � o o 3:: o Z z L----------------------------------------L-------------------------L---------C-----�-- ---J . . . .... . REAR VIEW NEW ACCORDION „;„; ; ,• , SHUTTER TO BE . INSTALL FL 12549-R5. 06 zo •••••• • • •. • a / --------------- DESIGN BY: E.F. G� DRAWN BY: E.F. © © I O I I O I NEW ACCORDION I SHUTTER TO BE I INSTALL FL 12549-R5. I 3 4 doz d a L--- - --L------------------------ -------- C----- -------L--------------------------------1-------J RIGHT VIEW LEFT VI EW a W � Q EXISTING ELEVATIONS DATE:12-20-2016 SCALE: off SCALE:AS SHOWN �H” _ �'- NOTE: THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE ENGINEER OF RECORDS AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES SHEET: 2 4 37" 37" 37" L 37" 26Y" 26Y" ❑ ❑ 00 Lo LZ Lo � W U LL- MARK iMARK A MARK B MARK C MARK DQ- 1" X 4" X 75 1/2" 1" X 4" X 75 1/2" w W " (SH) 37" X 76 1/2" ANCHOR A-1, A-1 (SH) 26 1/2" X 76 1/2" (HR) 53 1/8" X 50 5/8" (FD) 37 X 81 ANCHOR A-1, A-1 QTY. 1 QTY. 3 QTY. 1 QTY. 2 QTY. 1 QTY. 1 m N O O WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD O +38.57 PSF < +60.00 PSF +40.10 PSF < +80.00 PSF +40.10 PSF < +52.6 PSF +40.10 PSF < +53.33 PSF +40.10 PSF < +52.6 PSF +40.10 PSF < +65.00 PSF cf) Q -50.63 PSF < -60.00 PSF -43.50 PSF < -80.00 PSF -43.50 PSF < -52.6 PSF -50.63 PSF < -88.40 PSF -53.70 PSF < -52.6 PSF -53.70 PSF < -65.00 PSF I) NOA:15-0615.03 NOA:16-1003.01 NOA:14-0908.08 NOA:16-1003.01 I NOA:14-0908.08 NOA:14-0908.14 N Q ZONE: 5 ZONE: 4 ZONE: 4 ZONE: 5 ZONE: 5 ZONE: 4 0 O z p � Z .. ... . .. .. 26y" 2Cy" 37" 37" .. .. .... of L •• •• • (� •• •• c/) • •••••• w • _ ug 10 • • • • •• •• •• •• E. 4- • • • • M • • •: •� • DESIGN BY: E.F. MARK E MARK F 1" X 4" X 49 5/8" MARK G MARK J DRAWN BY: E.F. (SH) 37" X 38 3/8" (SH) 26 1/2" X 50 5/8" ANCHOR C (CAS) 37" X 50 5/8" (SH) 37" X 50 5/8" QTY. 1 QTY. 2 QTY. 1 QTY. 2 QTY. 2 W WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD h o i +40.10 PSF < +80.00 PSF +40.10 PSF < +80.00 PSF +40.10 PSF < +46.85 PSF +40.10 PSF < +59.00 PSF +40.10 PSF < +80.00 PSF 0'0 z� ON -43.50 PSF < -80.00 PSF -43.50 PSF < -80.00 PSF -43.50 PSF < -46.85 PSF -53.70 PSF < -59.00 PSF -43.50 PSF < -80.00 PSF 064 7 U� NOA:16-1003.01 NOA:16-1003.01 NOA:14-0908.08 NOA:14-0908.20 NOA:16-1003.01 ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 5 ZONE: 4 w DATE:12-20-2016 SCALE:AS SHOWN NOTE: THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE ENGINEER OF SHEET: RECORDS AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES 3 4 38" � 37" � 37" � 37" � 37" 37" 37" 1 �` _t Lnz 00 M w U MARK H MARK L MARK K Ui LLJ w 1" X 4" X 49 5/8" 1" X 4" X 49 5/8" U-1 ry (SH) 37" X 38 3/8" ANCHOR C (SH) 37" X 50 5/8" ANCHOR C (FD) 37" X 79 3/4" g o QTY. 1 QTY. 1 QTY. 4 QTY. 3 QTY. 1 m N O WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD Q Q 0 +40.10 PSF < +80.00 PSF +40.10 PSF < +46.85 PSF +40.10 PSF < +80.00 PSF +40.10 PSF < +150.00 PSF +38.57 PSF < +86.00 PSF - 0 -43.50 PSF < -80.00 PSF -43.50 PSF < -46.85 PSF -43.50 PSF < -80.00 PSF -43.50 PSF <-150.00 PSF -50.63 PSF < -86.00 PSF V) Q NOA:16-1003.01 NOA:14-0908.08 NOA:16-1003.01 NOA:14-0908.08 NOA:14-0908.07 (n ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 5 z O 353/4„ 33Y" 33Y2„ rn ...... . .. . 37 37 37 ••••••�•• • z • ••• • • • • - •••• • •• a • ••• N 00 � ••+••: :•• • V • ••• • • • •• •• • •f cn • ••f W • • • • • • • W MARK M MARK N MARK 0 MARK P DESIGN BY: E.F. 1 X 4' X 49 5/8 DRAWN BY: E.F. (SH) 37" X 50 5/8" ANCHOR C (FD) 35 3/4" X 82 1/2" (FD) 33 1/2" X 80 1/2" (FD) 33 1/2" X 82 1/2" QTY. 3 QTY. 2 QTY. 1 QTY. 2 QTY. 1 _ W WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD o +40.10 PSF < +80.00 PSF +40.10 PSF < +150.00 PSF +38.57 PSF < +66.00 PSF +38.48 PSF < +86.00 PSF +38.57 PSF < +66.00 PSF -53.70 PSF < -80.00 PSF -53.70 PSF <-150.00 PSF -41.97 PSF < -70.00 PSF -41.87 PSF < -86.00 PSF -50.63 PSF < -70.00 PSF �+ ej NOA: 16-1003.01 NOA: 14-0908.08 FL# 14569.6 NOA: 14-0908.07 FL# 14569.6 ZONE: 5 ZONE: 5 ZONE: 4 ZONE: 4 ZONE: 5 W w Q DATE:12-20-2016 SCALE: AS SHOWN NOTE: THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE ENGINEER OF SHEET: 4 RECORDS AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES 4 . . 41•• .• . . ... .. .. . . .. .. . . . . . . . . . . . • • 1.670' 1.670" 1.670' 1.670` 4.5625" 2.188' 1.210• INA 1.000• 1.000' •. • 'LOW* •• ••260 ... 000 0041 000 4100 041E/ / D.500• - i2 (��12 ) STEEL iJ FINGER J PONDEROSA O7 PINE WOOD L� 11 2 J Z¢y DOOR PAIL DOM HINGE S77LE t DOOR LATCH STILE v �� FINGER JOINTED •• • • • •• 41.41 •• 4 44 PONDEROSA PINE 3 W • 4141• • • • • 4141 • .= 0�13• • • • • • • -•1 f- 0.125' 1 M co 1.645' 10.519' 0•�. --O�rf00• 1.544' 1.544' 1.586` 0.831" 1 L� 0.140" �- 1.750• 1.750• 1.752- o.s3o' 2.521' 2.519' 2.621' CORNER BLOCK FOR COMPRESSION WEATHERSRTIP \i/2'I.G. TRiNRY LITE FRAME 1`I. TTY .C. gi 'S-' 33 STEEL BOTTOM RAIL 10 SCHLEGEL O-LON ODS 650 POLYPROP. 47 POLYPROP. POLYPROP. 0 MOF x J.0'LONG TRINITY MAS17C UTE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIA. Oft PLASTIC UDE KR WTERIA �� a 1.500` APPROVED UNDER NOA l07-0828.01 APPROVED UNDER NOA/07-0828.01 APPROVED UNDER NQA 110-1209.01 1 1.250• k 5 m z 0.868 0.481" QST• ®0.375' IVE H , 0.375• �-� A< T --{ 0.624- O O318"QUARTER ROUND �I 32 SIDELfiE STOP c "' m 1.750" 2 1.736'0.6PINE 2.040' O O cr o ASTRAGAL HAS TWO 0.3125' 2.137'1.012 a DLA. x 9'LONG BOLTS; f n --1 1a7s• f-- Q 0 Le '�t �1 ON TOP. 1 ON BOTTOM -�•�1.025• O O "•0.097` --IF �_ 4.000' ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE 5Y DOOR LATCH STRIKE PLATE DOOR LATCH DEAD MULLION CAP MACER STEEL B(IlT HINGE o�8 w 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125'STEEL) STEEL @BOLT S� OPINE PINE (81.25"LONG) 04'x 4`x 0.097'INK. STEEL a EL 11.875' �- 1,710' o0 0.5821.000' DLA VARIES WITH ///// I L HARDWARE USED-"o // �--- 4.041 �1 FACE Ili 4.000' 2211"�ALUMWUM - BY PEMKO IL WOOD INSERT w W v m< 0= Rapared scut: N.T.S. 7 BY: JwJ cw.•Y:S. SA FELL fxu•NrS�-2104 WOOD LOCK BLOCK �� au .Y \� BIIIDRIC DROPS,WC.15 FINGER JOINTED PONDEROSA PINE � '� Phone:954-399-8478mm Fax:954-744-4738 94:Yf Y t- •.r ,.i i wy 1JNOYE 3 0 C1 EXTERIOR50 ch U m o 0.125'MIN. 2 ui Ln Ln TEMP. GLASS Z a a ICKNESS �l 3 Y apTl • i � Og��i i >Rxa INTERIOR0.50' GLASS BITE 17 29 50 29 46 2SHE. 4 EXTERIOR 0.500'MIN. �3 GLASS THK. 0.125' TEMP. $S GLAZING DETAIL t 0.250'A!R DIX LITE FRAME SINGLE PANE I GLASS SPACE YY 1/8"TEMPERED GLASSi° o SPARTECH c� POLYCOM PP5530 C 13 z 25"x .50' 0.125•TEMP. a'^ INTERIOR 00.50 INTERCEPT GLASS o o 50 BITE , ~ a a f 7 29 29 48 50 45 49 SEE NOTE 8 ON SHE 4 Y3 R N 5 b; EXTERIOR 0.125' TEMP. GLAZING DETAIL 2 0 8 CLASS TRINITY LITE FRAME 1/2•INSULATED TEMPERED GLASS LUPOY EU-5007 GLASS INK. •750'AIR SPACE 45 z z v, .75-,, .50'INTERC T 0.125"TEMP. \ ALL GLAZING CONFIGURATIONS INTERIOR 0.50'STEEL SPACER GLASS SMI COMPLY WITH SAFETY NS NTN NNN GLAZING REQUIREMENTS OUTLINED GIO o BITE IN FBC SECTION 2406. R o=N o 3 50 4 49 ON SHT 4SEE NOTE 8 \\ F `(V; DATE 9-11-01 GLAZING DETAIL 3 1 7 Prepared By scut. N.T.S. TRINITY LITE FRAME =* * _ am ur: iwi I'INSULATED TEMPERED GLASS LUPOY EU-5007 pp•:; _PT P r.��: Q o+N.er:S. SAFFE71 © �i pMMINC Na.: ITC. BUILDING DROPS, 5-2104 Phone:954-J99-8478 RK mm Fax:954-7M-4738 sNFtr 7 a 8 m 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 4 — - C. Dania Beach, FL 33004 8 k9 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 T 954.744.4738 FX iz contact@buildingdrops.com � H i— Product Evaluation Report - - Of JELD-WEN, inc. N Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites '� for - V oo o OOoI 4 8 0 b 8 0 Florida Product Approval . G Report No. 3398 •••••• Current Florida Building Code W U ..... .. . ...... . • Method: 1 —A (Certification) • .• .•; •••••• Category: Exterior Doors •.�; •• ••• Sub—Category: Swinging Exterior Door Assemblies Nm L' • •••••• Product: Contours Steel Door, Wood Edge — ...... . . . • . �_ 0�, ...... Material: Steel/Wood — g •••••• Product Dimensions: 107"X 81.25"(Maximum) � • •• Prepared For: g �^P s JEL1)-WEN, inc. 3737 Lakeport Blvd. Z Klamath Falls, OR. 97601r T" a U �S 9 o; a Prepared by: `�•`�Q,�,...... . �.,� �.,�FER * °� _ -t t t t i t i Hermes F. Norero, P.E. 0u Florida Professional Engineer#73778 = 7 Date: 02/02/2015 o T T � Contents T•••••, ,.• . \ g Evaluation Report Pages 1—4 ie�S •''•••'•� �JG\��`� G G "i� S,/pNA1- Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.02.1812:18:39-05'00' Florida No.73778 '2 PRODUCT: ODAM MODIFIED TO MEET TME 5TH ED. FOC SIM C0�ROM MM 0 N W=EDr E JELD-WEN,INC. MODInED TO MEET THE 2010 FBC A r-8'mm ours m twAcT Dow uM5 3737 LAKEPORT BLVD. € �+ ! x+RI w+nlDur NDN-wPAcrKLAMATH FALLS,OR.97601 PMT OR ASSEMBLY:m ANCHORING LOCATIONS PH.541.882.3451 AND DETAILS FUSIONS BY .. .. . . . .. .. . . . . . . . • • . . • • ••• • • •� • 0% 04 ui 00 U w- O L C d r- O C)00N � C c LA CJ C 3 c C ° ^ N M Z N t ' • • 0 ) a) LLO�. a0NNM LU • • • • •c •d • ar 3 ) Zo • 00 b• z m • OJ 7 p T •4 ••• • •O U ) . 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L _0 'G L Q LLJ _0 O cn N 3 to y w- O a) O• Y aJ Y iL N LU 00 O rr 00 a C4 v �'' ti -0 L a) > O H tn N C a) a'C-r a) c o 3 C c a O x m 0 c ` N u s = 0 m .-i 'c n y 0) LArn _Y c ,c N f7 .a) �_ Y to 40 O m O W H _ 1. Y a) s m C G1 > '0 c m O Zo J x 3 :9 0 0 > r, co a � n a, a) c E m 0 c°) u a) ° > m M L Wi W H to U �•i aW+ m 0 0 () .N C tE0 'ti3 m M h ei r d ►c- ji .0 m Qo U = a) 0) E m c o c m ° c c E O c =' VO1 d tr O c c L 0 m CL'v ; c O w 0 .T C t o Z u U m ar `-n u O n s u ,,, p c_ ° r; m (D \ y cL c o ti v m 3 I=— a` cn Z 3 U Ln m V)i 't au m O ;;1 a O O` vYi _v mo mn o a, E L n c Q V 000 0 L N 0 a) m aJ L a) N Z' M H L a = E aL•+ H u i n .-W N m )!1 t0 Ill OOp y a r0 N y E ti 10 ti VNC Z w Y Y+ M 1 0 c M "a c. a` a` u° a` 1n 74.50'MAX. OA FRAME WIDTH— 70.25"MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON THIS SHT. � >Q SEE DETAIL 4 j m SHE 3.00" PP. 9.00"TYP. S ON THIS SH .00'TTP. _ 3.00' 6.58 6.00'TYP. (j°�°o •n • 6.00'IYP. 1� 3.00' 3.00'TTP. SEE DETAIL 4 ? Q v M 00�TTP. , 6 �T ON THIS SHE W W Wco 6 TYP. —i 11 1 1 I i I_ 7.375' x — — — — 7.375' 3 51 51 1 TYP. TTP. 31' S — SEE NOTE 5 ON SHEET 4 5 SPACES SPACES 0 13.85 SEE DETAIL 6 0 13.85' SEE DETAIL 5ON THIS SHT. — — — _ ON THIS SHT 81.25' 81.25' MAX. r } MAX. D.A. 25 tl z OA. / FRAME r36.-, 50 — TTP `3 FRAME 5.50.1 1 HE H - - Yo 311. 25"" W 7d 36.625' 7YP. � 0 a a H.00`TYP. 3.00' 00'TYP. 6.00 7.00"TYP. 12.125' y 3.00' 7.00"TTP. DIP. IQ TYP. .15"MIN. c MEMNON C-SINK. v, SEE DEUHL 3 ON THIS SHT. SINGLE DOOR WITH SIDEIJTES ANCHOR LOCATK)NS MW-DOOR WITHOUT SIDEUTES ANCHOR LOGIT10N5 VIEWED FROM INTERioR ► o0 0 VIEWED FROM INTERIOR - 16 51 25`� `Q�a i 53 53 SEE NOTE 10 \\ 25 16 SEE NOTE ON SHEET 4 14 2 7 SHEET 4 N / \ 41 / \ /� \ j ,��5 F)))))/i��0UNIERSINK FOR TION ANCHORS E W o 6 / 5.50" I I 24 5.50' I I 2425 z �4 ° •. 'f' �� wh: 9-11-01 C) r 41 1 6 1 1 SEE NOTE Z r:'yL O Prepared 8y. scxE N.T.S. / \ \ 4 SHEET 4 =y>. * owc.or., JWJ / TPT P' �4u - Q axc.or.S. SAFFELL 52 52 O S' OPAW Na No.: DETAIL 2 - O WAD JAMB DETAIL 3 - O THRESHOLD 4 •-6 r 2�� BI"NG DROPS.WC 5-2104 DETAILS DETAIL 6 Spy �e Phone:954-J99-8478 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB&DOOR STRIKE PLATES TO ASTRACAL STRIKE PLATES TO JAMB ,sE jLh 21576 Fox:954-744-47.8 94EYT-L OF 8 N g � BUILDING DROPSNoZ85 a� u N A Perfect Solution in Every Drop Date: 02/02/2415 ' R. �N � g �G� N N N Certificate of Authorization:29578 Report No: 3398 m41A. cc Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the € o W — Florida Building Code for manufacturing under a quality assurance program audited z m ? by an approved quality assurance entity through National Accreditation& § SN 1A I-, u � = g W W // // N Management Institute,Inc.(FBC Organization#QUA1789). Z= A — R §A� gN�r W �� om -1 _U 'Era •m _ Performance Standards: The product described herein has been tested per: N; ; _ NN o N \ N 51 • TAS 201-94 O;rM2g:N '� 2 • TAS 202-94 C .. O r$i m V " • TAS 203-94 e N \\\\\\\\\\\ F O NA Referenced Data: R N a 80 \\\\ '2th SN 1. Product Testing performed by Certified Testing Laboratory Inc. — N N o o (FBC Organization# TST1577) U ; Re ort#: CTLA696W Report Date: 11/01/2001 2. Quality Assurance •;••• National Accreditation and Management Institute (FBC Organization#:QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by r• ' "•'•• Intertek Testing Services NA,Inc. y A ....• •.•••• ASTM E84-08 •• •• .. ...... Report#:3113726SAT-001 R1 Report Date:03/13/2009 V -0 8C rn V • • •••Equivajgqce sf Test:Standards: / u ••� kertious teslsta4,4ards have been evaluated for differences in test methodology,if any,between tested ^{ Wao z •edtNons of the test standards listed below and those editions referenced in the current Florida Building Code. N 8 •W N JELD-WEN, inc. has tested their products to the following test standard edition(s): 1111111�I a a G N 1) ASTM E84-08 �� °�d Chapter 35 of the current Florida Building Code references the following editions of the above mentioned T U \ \\\\ W test standards: 9 b \ CD 1) ASTM E84-09 !I �ti� •....:••°� mD "_ / / to FR After review of the above mentioned referenced standards and editions,it has been found that no significant 0� technical changes have been made to the test standards that would affect the results.All referenced �` A N +• g standards have been found to be equivalent.All materials test results meet minimum requirements of the z g v N current FBC including HVHZ provisions. ` i Hermes F. Norero,P.E. r •q N Florida No.73778 W Page 3 of 4 }^ ¢ R PRODUCT: F� " r7 F 31120115 MOOMED TO MEET THE 5TH ED. StU CONTOURS STEEL DOOR. WOOD EncE JELOVEN,INC. I N n 1 3 m E 01 12 MODIFIED TO MEET THE 2010 FBC JU 6'-a'OPAOUE OUM"DIPACr DOOR UNlS 3737 LAKEPORT BLVD." D 07 I I 07 MODIFIED TO MEET THE 2004 FBC NJ WITH tr MW NON-IMPACT SIOEUrES KLAMATH FALLS,OR. 97601 C 10 22 02 ADDED TRM URF FRWE ZRR PART OR ASSEMBLY: B 05 0 GENERAL REVISION rJH HORIZONTAL CROSS SECTIONS PH.541.882.3451 �3 r A 03 14 02 GENERAL REVISION TJH AND NOTES OTE REVISIONS er E o yp '# BUILDING DROPS /2015 A Perfect Solution in Every Drop Date: 0 N ��J Certificate of Authorization:29578 Report Noo:: 3 333988 Installation: 1. Approved anchor types and substrates areas follows: \\\\ Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. N \\ y oN s z U B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is EN �'' / O1 io \\\\ N employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Ln F9 N \\ o C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" o \\ \ x "f diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve Z _ minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(5-2104)for anchor spacing and more details of the installation N \\ requirements. \\ N Design Pressure: Design Pressure :••••• XX,OXXO X,OXO,XOjOX *See• .. 00 • Positive 57 PSF* Positive * • • Outswing ' v • •••••• I� Negative 57 PSF Negative 1 .7alsk • X z *Units meet water infiltration requirements corresponding to noted design. •• • rnN •.•• • •• ...•• o pressures. • �D • • • • • -.SL mr • CD Ln C� • s • • A Ln •..••• _ O 2R1 •• • •..• • • . • . O O 0 11111111111/,/�' � trttllllllll � -i • iy D> Hermes F. Norero, P.E. m Z o Florida No.73778 Page 4 of 4 p PRODUCT: F 1/20/15 MODWO TO MEET THE 5TH ED.FBC SIM CONTOURS STEEL DOOR.WOOD EDGE JELD-WEN,INC. _E)5 o1 12 MODIFIED TO MEET THE 2010 FOC JU 6'-6.OPAOUE O MW4 IMPACT DDDR WI3 3737 LAKEPORT BLVD. i D 07 11 07 MoDinED TO MEET THE 2004 FOC JWJ WRH tr MTiT10uT NON-IMPACT SIDEUTES KLAMATHFALLS,OR. 97601 o + — 110 22 02 ADDED TRINITY LITE FRAME IRK PART OR ASSEMBLY: B O6 06 02 CENERM REVISION L 541_ HORIZONTAL CROSS PH. 882.3451 °' — A aT 14 02 GENU M.REVISKNI TJH SECTIONS DATE REVISIONS BY 0.75'MIN. CONCRETE/ 0.75'MIN. CONCRETE/ ITEM Rm=1 MATERIAL. EDGE DIST. MASONRY 51 EDGE DiST• MASONRY 51 1 DOOR STEEL FACE SHEET 24G1 0.020 YIN. STEEL. I w. BY 0 1.50' BY 0 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN. MIN. 3 FRAME HINGE JAMB FlNCER JOINTED PONDEROSA PW) INE W000 D.250 EMB. 19 EMB. 19 4 FRAME LATCH JAMB FRKFR JOINTED POWDEROSI PINE WOOD 5 4'x 4' 12 BY HAGER) STEEL MAx. 6 19 x 1'PFH:9 SCREWY HINGE M DOOR j m SH1u 20 20 7 DOOR LATCH STILE LVL m¢ + 8 I oUrs"IC PEW BUMP FACE THRESHM ALummu / / 2 0.250' - //�/ 44 9 BRAD I1TIM fNAIE 1661 X 1 FOR MULLION CAP STEEL Z cO c MA /�/ X. // 10 COMPRESSION WFATHERSTRP FOM Z 4 Q 11 SHIM 32 11 DOOR TOP RAP. LVL W Y LL SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOM RAIL STEEL ON SHEET 5 1 ON SHEET 5 t3 DOOR HINGE STU FlNGER JOWLED PONDEROSA PINE W00D � ^ h SEE�� 6 31 l 14 10 r 1 314-PFH WOOD SCREW STEEL J e'zr Y 4 1 SHE. 4 29 SEE NOTE 3 15 LOCK BLOCK(FINGER JOINTED PONDEROSA PINE WOOD INTO SHT. 4 16 3116-ITW TAPCON ANCHOR W1 t 1/4-MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM i.750�MIN 1.750'MIN. 18 NOT USED PANEL THK PANEL TRK. 36 19 2x WOW SID BUCK WOW 20 SWM 0.25 MAX. TFNK. MGH DENSITY PLASTIC LIR GREATER 17 21 KWIKSET 400 SERIES KNOB STEEL. SEE NOTE 2 ON 2 21 KWI(SE7 TITAN 700 SERIES DEADBOIi NOT SFLOIYN STEEL SHE. 4 38 ZJ 8 x 1 1 1 PIASCREW 001.LRE FRAME STEEL. 45 24 8 r 2 PFH WOOD SCREW STEEL. =� 4 25 8 r 2 112 PFN W000 SCREWY STEEL 0.125-MIN. + 26 10 r I PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL In GLASS THK. 27 10 r 2 PFTI WOOD SCREW STEEL 5*Y LnL, 28 uUUlON CAP WOW $ o iN Xf TLRbR IN R 29 SAJCONE GIIAK CR LAWRENCE 33 C SILICONE 8 "� 81.25" 80.0' 87.25' 80.0' 30 GIAZWG COMPOUND OSD BY ODL SILICONE W o MAX. ' MAX. SEE GLAZING OAMAX. Jt BRAD TRIM NAIE 16Gt x 314- FOR 318-OLIARTER.ROUND. STEEL. OA O.A.OA. DETAILS, SHEET OA 32 3 OR—w ROUND soauE STOP WOOD FRAME PANEL FRAME 7 PANEL. 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF c HEIGHT HELGHI HEIGHT HEIGHT 34 SCIIACE KNOB SE7 1 STEEL D $ 35 SCFIAGE DEAOBOLi NOT SHOWN STEEL 0 u n1 a 36 SVWTE STEEL.FACE SHEET 2461 0.020 MIN.STEEL STEL? a a a SEE NOTE 2 ON 3 37 11/8'TEMPERED G1A55 BY PPG GLASS S t 3 SHi 4 23 38 IRE FRAME SG SPAITTECH POLYOOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MUWON BAR (414-r 4 9116 x 81 f/4") P.T. WOW 40 ALUMINUM EXTRUDED ASTRAGAL BY 1MPL71Lil ALUMINUM 38. 41 ASTRAGAL.STRIKE PLATE BY iMPERWL STEEL 42 YALE KN08 HWArE SERIFS STEEL N 1 36 43 YALE DEADBOLT hUaTAGE SERIES NOT SHOWN STEEL sC 17 NOTE 6 ON 17 44 SIDELRE FRAME WAD•SRL AND JAM(FINGER JOWTED PONDEROSA PINE) WOOD u SHE 4 29 45 UTE FRAME BY TRINITY FOR 1 2"I.G.U. POLYPROP. 10 32 46 t 2 WSULATED TEMPERED C1A55 BY TRIITY AYPAC GLASS NOTE 8 ON16 47FRAME BY TRINITY FOR I'GLASS POLYPROP. Io v NOTE 9 ON 3 SRT: 4 48 t WS 70 TENPERED GLASS BY TRINITY ACI CUSS SHK 4 f 6 SEE 49 LITE FRAME SCREW x I 12�LONG PANFIEAD BY TRINITY 3 z 12 SEE 0E"x 7 NOTE 3 50 GLAZING COMPOUND DOW 1199 SONE .Lm OR SHEEP S ON SHF. 45t 10 WOOD INSTALLATION SCREW W 1.50'MW. EMBEDMENT STEEL44 �� 1 DOOR LATCH S1PoKE PUTS STEEL3 TCHDEAD BOLT STRIFE PLATE �� 4 STEEL - g - 1.25' :CNV p : DA 9- MIN. '. _ O= PnPorM&f. SCALE: N.T.S. 1.25' •2.50•MIN CONCRETE/ EMB. 1.75' +2.50'NIN� CONCRETE/ 1* . * _ arc.•r: JWJ MIN. EDGE DiST. MASONRY MIN. EDGE DiST. = •O . T T r LY = CNK.•r WELL ELL EMB. BY OTHERS BY OTHERS ..1� oaNwNNc NO, �Al VERTICAL CROSS SECTION ��VERTICAL CROSS SECTION % ,, .� 91"NG DROPS,INC. 5-2104 WITH HIGH DAM THRESHOLD AT SIDELITE SASH Phone:954-J99-8478 nsc x 213's Fox:954-7'-4731 SNtET ov 8 4 a ,f f/ / l / go • ••• • • • • •• • •• • • • •• ••• •• ••• ••• ••• ••• ••• • • • • • • • • •• • • • 0:0 •• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • 0 0 ••• 0 0 • 000 .. . . ... .. .•. . . .. •. . • • •• •• ••• ••• •• ••• ••• ••• ••• •• ••• • •• • • • •• ••w •• • ••• • • • • •• • � � 1 l 74.5'MAX.OA FRAME WIDTH 70.25'MAX.OA FRAME WIDTH JELL® Steel .675->,�. .715- .75' .75-Mull 75.5-MAX.DA x6.625'MAx. oA TYP. BAR TTv. SIOEIITE FRAME WIDTH H1�ADEDGE PAlJEL WITH 36'MAX. OA .8T5' 36'MAX OA 14"MAX. OA PAIR WITH TVP. I PANEL WIDTH PANEL WIDTH 6'"O'PAQGEOUTSIPMAWACT DOOR 01M W/� '� 111 .moo WMAWI7NOUTAAON4WACTSV6UTES j R GENERAL NOTES ® ® ® ® ® ® m a a F I V It H 1KACTNE ACTIVE 6'MAX z 3 2 of I. THS PRODUCT IS DESIGNED TD COMPLY WITH TW CURRENT FLORIDA BUILDING 80' �- ,� y OA D.L.O. 2 -A CODE Arra HAS BEEN TESTED w ACCORDANCE WITH teat Wzttcm MAX. l MAX. WIDTH 3>c ZONE*hW'REOtl�NTS. i O I OA 2. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER / PA PAS 63.125- e3 t\ LOADS TO THE STRUCTURE r MAX. LU J.PRODUCT ANCHORS SWILL BE AS U90 AND SPACED PER ANCHOR LOCATION HEIGHT F#7GfiT OA 7 ra ]C 4 DRAWINGS.ANCHOR EMBEDMENT Till BASE ANTERIAL SFIAU.BE BEYOND WALL 6 • D.L.O. DRESSING OR STUCCO. 8125' 8715' Wim. �• tlElafT 4. SEE TABLE 7 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. OA • OA • 5. THS PRODUCT,�THE WATER REOIlREME1NTS FOR IMZ'ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CFLART BELOW. HEIGHT MIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOIIRED o FOR SIDELITES S. SIOEUTES ARE AN OP17ON AND CAN BE USED W A SINGLE OR DOUBLE SINGLE OUTSWIG IMPACT �o CONFIGURATION. UwT/0X0)W/NON-NPACl " tn� A 0.75' 0.625' 0.625" aDELITES YEWED FROM oZ{ RESIDENTIAL eNSUATED STEEL DOOR ICanruah 7o AN kwwcormddams) OrMiWF ntmn_NG HMPAGi LAHtT lXXI --- n z TH COMPONENTCONSTRUCTKWS: 37.75'MAY.OA M � .875- 707'.IMAX.OA FRAME MULL 15.5'MAX OA p Face sheets:14 go.(0.020)mk*nwn thickness,Galvanized Steel A-525 FRAME WITH PP. 84R TAP. SIOELIE FRAME WIDTH commercial qualify-AP=per ASN 620 with average minimum yield 36'MAX OA J6P2� THA 36'MAX.OA 14'MAX. OA �,,, � �'� strength Fy(ave.)=24,600 ps. 875'IYP. PANEL WIDTH W ASTRAGAL PANEL WIDTH PANEL WIDTH o Core desan:Expanded polystyrene with 1.0 to 1.15 Abs./cf density,by WI ASTRAGAL WC. o$ o paw Pond Construction:The attire and inactive panels are constructed from o c' ~ 24GA. (0.020"min.)gokronized steel. The face sheet tops and bottoms arc ® ® ® ® ® ® 6•MAX i o a� bent 90'ova the tap and bottom rads The top LVL rail measures 1.67' INACTIVE . wide x 1.042'high The steel bottom rails roll formed 0.021"galvanized '� OA WIDTH N steel measuring 1.67'wide x 1.21'high. The Wo of the face sheet am 80' ED• 6 pr wmTH roll famed onto the LVL latch stile and Porderoso Pine hinge sfde which MAX. MAX. measure 1.67'x 1.0'. The interior covdy is filled with polystyrene. The OA OA � 1 face sheets ore glued to the polystyrene. PANEL PANEL i 6IAAX a X Fired lite Const.:The sash is constructed from 24GA. (0.020"min.)gohninized HEIGHT tETGFIT WX N ev W steel. The edges of the race sheet ore bent 90'over the polystymne core 6 6 OA W W W and glued to it.The odeRe panda am routed to receive the ODL Lip Lite 8115' 81.25' O.LO. Frames or the optional Trinity Light Fmrnes. (See sheet 7 far giozmq AUX. MAX. • FRICFlT 6 5 ac details.) the Ms/rams me sealed w/050 gbzirg compound a the QA exterior. FRAME FRAME 2 2 x�•+ Frome Castnxtion: The fmmes am constructed from Porhmsa Pine iambs NOW HE BHT measuring 1.25'wide x 4.5625'deep. The door and side6te head iambs am mortised and butt joined to the side iambs and attached with(3) 16CA 11111 2'x 7/16'train wine staples. The units use a standard bump facePerko threshold measuring 4.041'deep x t.0'high.The threshold is attached to the home with 3 1 6G 2'x 7116'mown win DOUBLE O11TSM IMPACT t t it Mr UNIT(GXXO)W/NON-FACT rA1XE OF coN7ENTs 0.625. A 0.75• 0.625" `♦♦♦�" F Or�� SOEM VEM FROM EXfE780R t�W GVmt c•GLE plrtcv_1N IMPACT UNIT(X) SHf DESCRIPTION �i t>AtE 9-il-OIL I GENERAL NOTES AND TYPICAL ELEVATIONS TABLE 1: VIEM FROM 2 VERTICAL LROSS SECTIONS AND BILL OF MATERIALS 1 O = Prepared By sauE N.T.S. 3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RA�-�UM -* 7 * _ � BY: 'MJ IIiLRL111DI FOUIRE FM 6 NEEDED 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS v/�NOIR SM12111k13 P°F-To poF �p ti w- wwwwa No 5 ANCHORING LOCATIONS AND DETAILS P ` 7 GLAZING DETAILS DME WIN Ulf(pt am=00 nay signed M Nehmes F.Neem,P.E. i T w.ca ,r BUILDING DROPS,INC. 5-2104 8 UNIT COMPONETNTS I/NU NON-OeMCt�� +57 psf-57 pd eason:am apphoving tis document �r Phone:954-399-8478 Dater.2015.02.1812.44:49-05'00' relic g P 20578 Fox:954-744-4738 SSEEr 1 arm NOTICE OF PRODUCT CERTIFICATION gC,0,� Company: JELD-WEN Exterior Doors Certification No.: NIOI 1082-R1 3737 Lakesport Drive Certification Date: 05/01/2012 w. Jx Klamath Falls,OR 97601 Expiration Date: 08/31/2019 Revision Date: 05/05/2015 OCT Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame) Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that 211 certification criteria has been satisfied. This product has been approved for listing within NAMI,'s Certified Product Listing at www.Namicertification.com. NAMI's Certification�Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& lull, Outswin Opaque Size Pos/Ne Pressure Rated Comments X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size:3'0"x 6.8" Installation Details:S-2104(1-8) OX/XO O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size 3'0"x Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details:S-2104(1-8 OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6'x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Double Installation Details:S-2104(1-8) OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double w/Sidelites Sidelites- Sidelites-No Max Panel Size:3'0"x Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) National Accreditatiakn&Malpirment Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)6845122 a Ll NAMI AUTHORIZED SIGNATURE: 0 0 see 00 f ` I . ... . . . . .. . .. . . . .. ... .. . . . . . ... . . . . ... . . . ... . . . . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... roI41A'U7p - �yy Florida Building Code Online SCIS Home Log In User Registratfon Mot Topics Submit surcharge Stats&Facts } Publicavoes Fac staff Busines � SCIS Site map Lints Searcn Professional uPsreoRupc�tbAlicpproval A I. er E02Clu1t ADDr'val M n >nrrAi ca,.r,t.i• s A PPtkation Detail FL# FL12549-RS Application Type Revision r_ Code Version 2014 Application Status Approved oved Comments Archived Product Manufacturer Impact Technology, Inc. Address/Phone/Email 4984 Courtland loop Winter Springs, FL 32708 (407)402-4821 davidbuzz@n,yflotidawirtdows.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo,P.E. Evaluation Report Florida license PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. � Validation Checklist- Hardcopy Received Certificate of Independence FL12549 RS COI Indep odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1594 •• ••• • • • • •TAS•302 1994 • • • • • • • •T4 203 • • •• • • • • 1994 • •• • • • • ••• • 41 Equivalence of Product StanB&ds ••• •• • • • •• Certified By Sections from the Code • ••• ••• ••• ••• ••• • •• • • • • • • •• Product Approval Method ••• • • • • ••• Wetho(&I Option D naps:/wwwnOridabuiiding-org/pdpr_app an. wnparVgEV.X Kt.C4�4ldKa&af uffdO5RSa�f W,DtB7efgVOgOueg ad ,n •• is ... . . . ... . . i�r 7114/2015 Florida Building Code Ortine ' Date Submitted 02/26/2015 Date Validated 04/23/2015 Date Pending FBC Approval 03/04/2015 Date Approved 04/24/2015 Summary of Products FL# Model,Number or Name Description 112549.1 _____.___IAccordIon Shutter Accordion Shutter with Alurninum or Polycarbonate Blades Limits of Use installation Instructions Approved for use In HVHZ:Yes FL12549 R5 11 Dw4.DdF Approved for use outside HVHZ:Yes Verified By: Fronk L.Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:NIA Evaluation Reports Other.Reference installation instructions for additional Arnitations Ft 123A9 R5 AE Evalrev.Ddf of use. Created by Independent Third Party:Yes Pard: ri4rf Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:8SO-487-3824 The State of Florida is an AA/E£0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund statement under Floris taw,email addresses are public records.It you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the Off ICO by phone or by traditional mail.It you have any questions,please contact 850.487,1395.*Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emens provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine H you are a Ocensee under Chapter 45S,F.S.,please dick here, Product Approval Aoc•ptsr W®D® securityMrturt r e^ •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• ••• •.• .•. •.• •.• • • • • • • • • •• • • • • • • •• • 2/2 • • ••• • • • • ••• MP:1MMWfiOridabulding.orgV/a_aPP_ .tea am=wGEVXQVADq434Aty�IJaf*Cc4�`TOld¢�iSOC idCOtB7ef9v0g0ueg%3d%3d 000 ... .•. . . . . . 000 i i R ■Ti ENGINEERING EXPRESSO - PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT February 24,2015 Application Number: FL12549.1-R5 EX Project Number: 14-1964 Product Manufacturer. Impact Technology, Inc. Manufacturer Address: 4984 Courtland Loop Winter Springs, FL 32708 Product Name&Description: Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61 G20-3.005 for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is, for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing#14-1964 titled"Accordion Shutter with Aluminum or Polycarbonate Blades", sheets 1-12, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E.is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested on aluminum and polycarbonate blades in accordance with ASTM E330-02/TAS 202 test standards per test report(s)#07-013 TAS,09-001TAS, 09-001 ASTM,09-018,and 09-021 by Construction Testing Corporation(CTC),as well as test report(s) #AD-i 1-001 by Blackwater Testing Inc. Large missile impact resistance and cyclic loading performance have been tested on aluminum and polycarbonate blades in accordance with ASTM E1886-05&E1996-05/TAS 201 &203 test standards per test report(s)#07-013 TAS, 09-001TAS,09-001 ASTM, 09-018, and 09-021 by Construction Testing Corporation(CTC),as well as test report(s)#AD-11-001 by Blackwater Testing Inc. Polycarbonate material has been tested and approved under Miami-Dade County Notice of Acceptance #13-0717.01 Original 'd for STRUCTURAL ENGINEERING CALCULATIONS Pa Structural engineering calcilations bale bef n prep$reV whic *FEb evaluate the product based o%cofiDaCa*e ar§if¢Plation#1l analysis to qualify the follovAAg AtIgin Citeri9: 1, Minimum Glass Separation Fra kb_Ven P.E. 2. Anchor Spacipg, G o* ... Goo 0 0 0 #PDQ 641� #98$5 3. Maximufi AIlo%lable Size/Pressure • lk 160•SW 92" A%ftL%'#10U•OEIELD BEACH. F , ENO PHONE: 954-354-0660 FAX: 954-354-044�ipi�gH�flllit�•.a`� WWW.ENGEXP.COM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E'XPREEQ ING February 24,2015 E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) Page 2 of 2 Combinations 4, Anchor Capacity No 33%increase in allowable stress has been used in the design of this product. Impact Resistance: Large/Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product Evaluation Document(i.e.engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e.engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination, and other such damage at all times. This product has been designed for use within the High Velocity Hurricane Zone(HVHZ). .. . . . . . ••• .. . ... . . . . •• . .. . . . .. ... .. • • • 160 SW 12TH AVENUE k1860 DEER0IELD•BEACA*, W33442 PHONE: 954-354-0660 FAX: 954-354-0443 wWW.ENGEXP.COM • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• IKMK t.6[M1AR�D,a t. ACCORDION SHUTTER WITH ALUMINUM OR POLYCARBONATE BLADES ALLOWABLE SPAN SCHEDULE -.....__..._.._.... _ _ _. -- - MAXWUMALLOWAOtC DESM,NPRESSUAES *• �•IV ' GLAT$PAN t0SN1WE1GHt BLADES OR /WIDOW BLADESORSHUTTER WITN STANDARDg��• STANOMn OLADEG ONLr LICHIVOOONTAH/gOW STAN pU BLADES ANO OM SINGLE MADE COMBWAT;DlIL mN�WMN OMBLAIIE' hq Ip��a COMBIW 010111 7� 7T +152bFSF •tu.sFSF •7501KF -750Psi •9J9PSF -93.9 PSF •938PSF 010 PSF FO i s��3' -- W 111.9 PSF IIIb PSF 760PSF 76SPSF 016PSF 906P 9J6PSf 030 PSF 126" �m ZS .......__._._ _... ....... } .._..�..�._ - WIDTH UNLIMITED 100-6 PSF 1003 PSF 710PSF I 750PSF 4]OP6F MOPSF 036PEt 030 PSF M� W a • •• 612PSF 7S2PSF24PSf 024 PSF W W 8 • • .,.{._m_....... • 111' ♦424 PSF G24PSF4• � (� 424 PSF 624 PSF 'u Ne06TT+T� J n yy. •••• • NT UAiltr 162' 25SPSF 416 PM rr/�,'y ..,i. ,i •+*'7..! .....: •255 PSF •4•.O PSF T Cw • ]( ONS• • s�rw• --rte, --- SPAN SCHEDULE NOTES_: AS�Q•o •••• •' ji I 1 PRESSURES SHOW IN`ALLOWABLE$PAN SCHEDULE"ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EAC4 RESPECTIVE I < • • 2. 1 APPLICABLE FOR thSTALUTIONS UTILIZING ALIERNATING BLADE PAIR$(WINDOW BLADE PAIRS a ONE PAIR Of ALUMINUM U •• I • •• • ; i BLADES WITH A PAIR Of WINDOW BLADES TO THE LEFT AMD A PAIR Cf WINT3 BLADES TO THE RIGW . 1 •ONLY APPLICABLE FOR INSTALLATIONS WITN ON€SINGLE WINDOW BLADE SLAT,AND THE REMAIN A STANDARD BLADES. " •, MINIMUM_GLASS SEPARATION x LHGHTiAAEMNT 8LAt1FS ON WNIKAN GLADES OR STANDARD' SHJTTER YATF.sTANDMOBUDES AND ONLY Q •• • , •••• • •N STANDARD BLADES OY L,`GHTVKIGNTAYNDOIN 81ADE WW" CCMB`NATIONt (ME SINGLE VANDOW BLADE` 1 COMONATION't n ti . AN LESS z p (�� Q ••• • I THAN INSTALUTX]NSW WSTA 7100IS INSTALLATIONS JP INSTALLATIONS WSTALUT10NSW INSTAILAT)ON$ 1N$TAUATIONS3W INSTALLATIONS • • •- • •• ABOVE CFMOE DR NDRC THAN W ABOVE GRADE OR MORE THAN 30 ABOVE GRADE OR MORD THAN W ABOVE GRACE OR MORE THAN W O••n 7 • ••• •Si •• 5� C • •r LESS AOO•/E GRADE LESS I ABOVE C.MDE LESS ABOVE.GRACE LESS ABOVE GRACE • U • 1• L t t T2' 7.08' I06• 2.W i 250• 26Y x63" ,y0- s.�• FFF�o�g a C 4, U, . •i. �• w 213- ] 267 ' 2 sn• 2W 263' 4.60' '._700 _ �+V s 2 •-d • • 1]0 Ise tie zec zso z6r 26s ,.s7300. �w ••• • _` OR ' Y / �w/!�x Sir uu.. • f• ' iu' ...""4.53` 1 iao _ {. 453 4.. -.. .--.--1 . GLASS SEPARATION SCHEDULE NOTES..: S€PARATION FROM GLAZING SHALL B€MEASURED FROM THE PROTECTED FEN114TRATION PRODUCT TO THE NEAREST POINT ON ; '"t INTERIOR SIDE OF THE SHUTTERL,WHICH MAY 8E THE OUOF CENTERMATE OR LOCKING DEVICE. J. 'APPLICABLE FOR INSTALLATIONS UTILIZING ALTERNATING BLAISE PAIRS WINbDW BUDS PAIRS`M ONE FAIR OF ALUMINUM BLADES WITH A PAIR OF WINDOW BLADES TO TIE LEFT AND A PAtR OF WIND BLADES TO THE RIGHT I. 3. ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SUi ANZI THE REMAINDER STA.NDAILD BLADES. i ; I 4. GLASS SEPARATION IS REQUIRED ONLY WITHIN THE HVHZ,ASTM WIND ZONE 4,OR ESSENTIAL FACILITIES. ( _ GENERAL NOTES j j —i, TWE 5Y4TEM DESCRI9€D HEREEIN HAS BEENy DESIGNED ANDC�A�t1�E�CD IN ACCORDANCE WITH THE FLORIDA BUILDING�CODE FIF'IF!EDITION(2014), 'g i 1 I 2. t 3JSt$$tt %i[RCRE�A05E IN SAUOtyABIEppOETRESS NAS BEEN IFSEO tN THEE DESIGN Uf�N15 SYSIE 4 IM LAD�JRAPONN FACTORR Cd-1.6 HAS 0. 1�S TIYtE AND N GAT1VEi1ELSlC.N�PSRESSi1RE5 CALLU[ATEO FOR USE WITN THIS RYSTEM SHALL ELE DETERMINED PFR SEPARATE ENGINEERING IN 0 ECE WITH i s ; TNEOFLOQTtM 8L111LOlNHCECpp�f fTH EOCITIDN(jEOIA3 5N EQUgI�RE�ESS THS OR EcZJA1 OiTNl1A€C RS1D14E OR NEGATIVE DESIGN N Pkk�SSURE 1605 OF I ` I a.._„ ____�_i _)�T`v— _ L _ I CAPACITY VALUES LISTED IIERE�H f0A ANY ASSE•MQLY ASOWN. Ilggg 4. DES[GZV PRESSURES NDTFD HEREIN ARE BASED ON t4AXlTM/M TESTED PRESSURES OEViO£p BY A 1.5)SAFETY FOM 10 ! i ------ S. AL1.POLYCARBONATE PANELS SMALL BE EXTRLIDFO WITH THICKNESS 1.0. AND 51iAll FSE FABR DATED FROM IE co SABIC onct r ._.._...._._____.. ...--. PLLpAST ICS TryERMOPLASTTC POLYMER tEXAN SHEET OXL30 2JY(UV S7AB(U2E0),AS APPROVED Uf�ER MIA241•DApE COUNTY NOTICE OF -.. r.� .�._...__. ACCF.PTATtCE 013-071J.Di. , AOTTQM NO11NT .ACCCIROFOM BLADES MAY BE 6. THE SYSTEM DETAILED HEREIN IS GENERIC gryp ppg NOT PRQy{DE tNfORMAtIDN FORA 5T'fCIFlC SITE. FOR Silt COAO[TtONS DIFFERENT AL.UMTNUM,POLYCAREKINATF„ FROM TI1E pNt3!P PONS DEtAII ED HEREIN A IICENSE�D ENGINEER OR REGISTERED ARCHITECT SHALL PREPARF•SITE SPECIFIC DOCUMENTS FOR AS lQTJ CC y OR A COMBINATION OF BOTH USE IN ED )UNCTION WITH THIS OOCUPEJ4T. I�N 7. PER HOLDER ggH�ALL VC•RTfY THE ADEQUACY OF THE EXISTING STRUCTURE TO W:TTISTAND SUPERIMPOSED LOADS. WOOD SUCKS(BY OTHERS) SHALL OE ANCHORED PROPERLY TO SEER LOADS TO THE Fx1 T[NG STRUCTURE. R. Al,F.EXTRUSION SMALL SE 6063-T6 AW1414UM AALLLLO UNLESS NOTED OTHERWISE. 14-1964 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY IABELEU WITH THE FOLLOWING MINiMUM INFORMATION: IMPACI TECHNOLOGY,ENC. WINTER SPRINGS fL PA4 TAS 201.202 20S i TYPICAL ELEVATION FmIg �i a-ASTM E330,E18116,E1996 1 N.T.S. —_ FXTFRtOR P1 IV THIS 15 HE MINMINIMUM ABEL INONSMgI[ON AN U L PRODUCT LAB L$ ALL COMPLY W?TH A-L REQUIREMENTS OF THE FLORIDA BUILDING 19 ld..TtlP&BOTIQM DETAI-S SHOWN MAY BE INTERt�1LANGED AS F1ELA_CONOEITONS OECTA�E. - 1!. ALL k!T)I.YS 8 WASHERS SHALL B€ZINC COATED 5 EELL,,GALVANI%s STEEL.OR STAINLESS STEEL WITH A KNIMUM TENSILE YIELD STRENGTH OF 60 KSI.A 3/101 DR 114`0 POP RIVETS SHALL 9E 5056H33 AtJN'NVM ALLOY OA STRONGER. 17. ALL S'TkEt iN CONTACT t01TM ALUMINJM SHALL BE PAINTED OR PLATED. 13. WALL I LEADER$A 30,13.38 AI1D 39 AS SIIOWN FERE14 MAY BE MOUNTED ON THE INTERIOR OR EXTERIOR OF AN OPENING. CLEAR PDLYCARSONATE.CORNECTION i rL 9}I7� TO ALUM KNUCKLES REINFORCED W/ FULLER RF CLOMLE POLYURETMAKfFN �1�ii __..__. GLUE(IYP.) � 0 D65 �� 4•__..._ ` OPTIONAL NANDLf� (_� t,__ 0.036' \ c. u 0070 _ jt `II:O�$ _D0.290. 0 240 (0.052' .,%-\ x0.572` y/1 t oTrP \ --° . -0.073" n 00.240' .4.040'_r--% -x4.572• .r„-,.,-"_rt---. "! 1...„_. D�7 ...N l ... r �,�.-#,.� J �'�r,_ . . ....._.�.,y''• J{ `._0.100• I i o .. "fr07]'x-___ _ 0.073' O.OGS' i.ALUMINUM KNUCKLES_� -065, i i •• Q . HERMAPHRODITIC STANDARD BLADE -�INDOW BLADE _ CENTERMATE �LE CENTERMATE n FEMALE CENTERMATE 1 NT.S. 6063-T6 G to-,S. 6063-T6/POLYCAR64NATE N.T.S. 4063.76 •T N.T.S. 6063.76 't N.T.S. 6063.74 Z 7� F\ }--1 13/16' QO� Z- {v�� W1.500• i • OPTIONALRAIN D . '• f� LUnGUARD LFG0442'`. uS"9052' OD.512' 005' �cY ^ ( .,?I` } a�{ t-45I6' < 6 BLADE ADAPTER_ 8 FLAT STARTER BLADE CEILING HEADER 37 ALT. CEILING HEADER z 6063.76 N.T�,S. 6763-T6 N.T.S. 6063-T6 N.T.S. 4463.76 H .. M 0,058'�+- 01058'- n 3 31116'--- M 0.1DjP� 1 J 7—T 0.07" 112' 0 • -"1'- • 4PwONAL RAIN .+ T1 N _ -- f 1.:ZD o • • •e�IARDI.EC> t'---'[-- 0 Wa N UNl1ARD -0•.15/32' OLEG n0.055"v.. •~ •• AL O}-'-.'1 { •••••• i--3 112"--} �•1 1/8'-�-1 U2"-1 5J6":........t _ . ..-_:. 23/32' Q Z z ,6 -: • ADJUSTABLE ALT. ADJUSTABLE BUILD-OUT ADJUSTABLE g ••• • 10 'W HEADER •••• 11 SILL TRACK BOTTOM 12 SILL TRACK BOTTOM 13 WALL HEADER 14 SILL TRACK TOP _ •• • N.T.S.• •• ••• T6 N.T.S. 6063.76 N.T.S. 6043.76 N.T.S. 6063-16 N.T.S. 6063-TG G • • • • • �, •.•' •• •• 01--1-1 •• •• _•._.- 3 Ila, • jf '� o:T do�� j 1 .— -mss—r oo. - {' ;, •••• go If—}} � 4,oa7• 7 �. i o -0.125 � � � =.:=j—r...._.._, �- OaTit.s. 0.06 GLGG�"" II "1•- e � .i. r— 0.0 062 ...-�I so I•• T.._. ..__ 3 S/8' G' 1 7/8' __ 9116- - :--> HIGH IMPACT HIGH IMPACT - 213114' Sl l!:g,. .� y WALL SILL TRACK G WALKOVER TRACK CENTERMATE CENTERMATE INSERT ALT. WALL HEADER 1S N:i.S. bO6346 Z N.T.5 6M.16 � N,T.S. 6063-T6 30 N.T.S. 6063-76 3$ N,T•5,5, 6063.76 , 0 1,-- 3 ,-- If O.1r24 I 1INHi-> 23/8' 3!3/16'-- , n ( 0.062 {{ -__..2' -� 14-1964 G:115 }--5!8' BUILD-OUT ALT. BUILD-OUT Lli 31 CEILING SIDE MOUNT 32 HEADER SIDE MOUNT 33 HEADER SIDE MOUNT 39 WALL HEADER F. N.T.S. 6063 TG N.I., 600 T6 N I.S 66.3.76 N.T.S. 6063-Tb i F 1!/4000,F f. M yp'lF. f t0 410 S.S.SCREWS *�� _ W"Ila"HEX DRIVE 0.132" �� t�, ,....,• 4 1.965''._..._1 - 10.927"4- ' . ..' 0.153" 4• � .033` 1 {SIB 1 $�� I.c;, 13116"~ 0.100" ! 0.200`-1-i Tt s UI * Tt wr 0.058` £.....» __.:. 0.080' DEVICE KING j (fl(i^t � .180" f �..1 3Ca •. ►• \! 1 ° M _ 0,435* O �. n 1.340".._. 3,4"1 ��.-tI r wi RECESSED TRACK PUSH-BUTTON LOCK WHEEL CARRIAGE KNUCKLE SCREWS WASHER 17 n.T,S 606]•75 1$ N:T.S. 6063.75 19 N.T,S. NYLONISTAINLE55 STEEL 20 N.I.S. STAINLESS STEEL 21 N.T.S. STAINLESS STEEL W •• WW • • • r SOMAL • • •••• • •• }- '- 0,066` 1 471 •••• • • • • , 0070••. /! 41! (� �WO • • • 0.200' - •�• 0.20°' 0.7121 0.200] ••• - •••• • � • �71`' • ^, � }-^1.36Y; O.116 }i- ��. 0<100' V •• ti ••• J r.� 2,100' • i. J \: L_ I "'` ! ALT. HERMAPHRODITIC ••• '• -•• •• ` 0 CENTERMATE Soo • 15132" --"•• »t�7i•� 1� ��1S!]Y a .•-- . . 6061'T6 m N SIJZ' { .5/32- � s o _. t1 ��. •�� • • S ;• ••J44,t 1"1 •• ' 1 0.100 .� Li .. o• } 2.59 W m ry - t , ••• • m ---_ 0 n I • 0.290"- I ~ a�8 •••` • w ii • •••••• 0.700' a � I ��S o 8 ••£+ 1T •i • •• 1 850" • • • • . t I a X1 ••• •N�'t•N BUSHINGS 23 LOCK ASSEMBLY 24 LOCKING ARM ! I s x 22 N T NYLON N.T.S. ZINC ALLOY/STAIKESS STEEL N.T.S. 410 SIAMLESS 57EEL ag iOL01(Y 80' 0.600"•--� j _ 0.2J2" r 41.010', .. - -i. m ! 0.4 � 00456 LATCH ' O.C49" 00.630-X_.190,456" ^ 1 U F + S . 00.630' «r0.232'\. •�_ -m 0,125' •- 0.137" .. 01374 gL' . 1 LEFT LOCKING RIGHT LOCKING OPTIONAL rl d ARM BUSHING G ARM BUSHING C 2"x2"x0.125" ANGLE V.T.S. i i`EA`EPUTE 25 N.7.5. 26 N.T.S. 35 6063-T6 j •.0.990•{ !"-1.646' NYLON NYLON 0 375, -z.16s-`t 0594' 14-1964 f 0.125' t rMi Dttdt[eRON: _..... Ila 2"x5"x0.125" ANGLE 28 CLEVIS AND PIN 36 2"x3"x0.125" ANGLE 34 HOOK BOLT DEAD LOCK 27 N.T.S, 6063.76 N,T.S, CADMIUM MATE.STEEL V.T,S. 6063-T6 N.T,S< AtUMI'fUM L.BENNAND0,P.E. •'T prp^,t' i I sACCORDION SHUTTERS i j 11 T.tX1S _.._ 3.200' ` SA��PER PRMI OCR IT --3CO0' :! 1/4'tTW APCON W/1-3/4' . ...-_ .. . i ' M;N.EMBEDMENT AND 1` '}... ••• -Lj 77 ..._ I •• MIN.EDGE DISTANCE TO 3192 PSI MIN.CONCRETE, a n + SPACED 4'O.C.MAX. - 'r I < 0.070' 7YP,U.O.N, V-111 s _. 2'x3'a0.125'4063•T6 r `-1/2 MAX u1 «� Z� ALUMINUM ANGLE , � w ) i :! `214410316SSSHEETMETAL ALT. ADJUSTABLE ALT. ADJUSTABLE 1 ( �^ SGREV7S OR 1/4'.314-316 SS w 41 SILL TRACK BOTTOM 42 SILL TRACK TOP � jMACHINE BOLTS AND NUTS(WITH y 5/6'MIN WASHERS)SPACED AT S' N.T,S. 6063-T6 N.LS. 6063.76 Q.C.MAX. -,ur ,ur tti .•a F `f�� 7xl ALLOWABLE DESIGN K 0.605"j--1 j f.XISTING 3192 PSI PRESSURES FOR DETAIL 114: MIN CONCRETE �I 9PAN I IIAX DESIGN PRESSUPE' Z. _ 801 prA/eo.1 pr, p ^@�. 00.572' SU' e4.a pM7"44.2 er1 Q .i..... 06Y 0047 \� .,- —. ._.,.j.. _ .(, "• Jtj �n NDTE:MAXIMUM,AILOWABIt S,'ANSAND t� 5T5pilral6oM ��1T 1a4'.... 45 upYl X54 P1f 0: s- 41.034- }N---1 825 }•0.807•-j DESIGN PRESSURES FOR THIS MOI NDITIO -46 T ow140,Do 3 665 4._.—__� [CON PFR TABLE BELOW, tN J $ •• •• LIGHTWEIGHT BLADE z • LT. WALKWER(RACK 44 FLr.S. 606376 = e g • 43 OcTS,• • 6063-T6 1 BUILD-UP WALL MOUNT pQgi n 41 • N.T.S. VERT SECTION F y •• •• •• • •••••• 4 F •• •• •• E�ItS •••••• MIN.SEPARATION FROMGtAv STRUCTURE.. • • , .. .. .•• •.�_:..�. .,,.Z._......,�_ING*PER GLASS INERIOR •• •• ARATON SCHEDULE EXISTING IL/4. STRUCTURE0:0 ANY ANCHOR FRAM ME FAN STA47ER �---P-, • `EXISTING ANCHOR SCHEDl1lE p STE ..•#•. T C �Ej�(w • ' • GI.A7ING 36'O.C. r :,ti • •• •� s I0.1K'scaexs �i • �_y,6 AI'PR(NYl1ATE STARTER • • EACH CQ r� J • ••CHANNEL TO PROVIDE SIDE ...:`� '—'''�� '•��-,,� �.'1. y¢-• • • • — ('I,OSUILE TOR BUMOOUT )VALL""T CONDITIONS 1 l% e (onDII IDy C� _L:..)�) `l Z t� `\ �3 4 lm NT b.2 J k l' CONDITIONI>t¢ .1 ALUMINUM BLADES /-L•HANOLE LOCK ASSEMBLY WITH MALE/FEMALE — � EXTERI,Q12 CENTERMAtES SHOWN(MAY BE SUBSTITUTED WITH NIGH -PUSH-BUTTON LOCK, fs3m� IMPACT CENTE0.MATES WITH NOOK LOCK ASSEMBLY OR � WIG"711READED BOLT HERMAPHRODITIC CENTE0.MATE5 WITH PUSHBUTTON LACK) WITH PLASTIC HEAD HORIZONTAL SECTION OR THUMB TURN LOCK 14-1964 2 W FLOATING STACK NOfE SEPARATION FROM GLAZING5HAlLBEFCASURED� ee mlac�+PUQ"-: HORIZ SLCTION FROM THE PROTECTE:t TENEStRAT10N MLODUCT TO THE NEAREST POINT ON THE INTERIOR SIOE OE THE SHUTTER, W10CH MAYBE TIE BLADE CENTERMAR,OR LOCKING '9� d " fMM$j„EENNN100.PA E10snN(i `` pNWEW1►,,,,I MIN.SEPARATION FROM STRUCTURE•, GLAZING-PER(LASS INTERIOR �� •.'I SEF.SHTON SCHEDULE '\ ----- fXIS11NG RE - ,114•MAX, (REF,sMT I) \ STRUCTURE ANY ANCHOR FROM,,,, i 'EXISTING ANCHOR SCHEDULE C. FASTEN STARTER N __�.r_. IB'O.C. ��` '.• CHANNEL TO GLAZING • �, TRACKS W1(Z) �- / �_� ./x'l `�4y�F'• rs 0lox IYj'SCREWS USE APPROPRIATE STARTER EACH CORNER-� CHANNEL TO PROVIDE SIDE \.;PL CLOSURE FOR BUILDOUT WAIL MOUNT CONDITIONS L-^ 19 .� > COFA7I.«(ON 1 � • •• ---} ,f i ALUMINUM 7�oWC +3 • • •••••• • •• �- ��"1F (� -�.:,�� `l.le,.,l BtAOES Q W�� ••• •• • • • ��'� F"'—` I � j �� e; tip 0000•• •••••• • • • • ExrERIOR --.--_ —6 1/Z'MAX. 00000* ••• • ••jI RIZODK L•SECTION x VL•NANOLE LOCK HY KALFJFEMAU ••• • ALURIKO BLADES CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH p •• • 5• N•fi- •••• HORIZ SECTION IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR J g • • • • HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) • • • •• •••• O a M.. g ••• • � 3e3e3e • • • 0000•• - �._.......__ _Q� .� • MOM SEPARATION FROM GLAZING SHALL TAE MEASURED ••• • •• • 000000 FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHJITER g •• •• ••• • •• WHICH MAY BE THE BLADE,CENTERMATE,OR LOCKING O O K A[ • � • • • ; DEVICE. ••• • • • • 0.0.00 • fXISTLgG MIN.SEPARATION FROM 3 a STRUCTURE,. GLAZING'PFR GLASS IN7ERfCJR ��—_'- A-_ SEPARATION SCTICOULE --- EXISTMG,\ l (/4•FLAX. (REf,sHT I) STRLK'TURE 1 ANY ANCHOR FROM TASAEN STARTER �EKI5TIN< ANCHOR SCHEDULE P \ _... CHANNEL TO ( 1 GLAZING /AOx14'SCREWS ! 1 y""-_.USE APPROPRIATE STARTER 4 �„ f',ACH CORNER CHANNEL TO PROVIDE SIDE r � r�� I I CLOSURE FOR BUILDOUT t J/ ■p WA.. ,(�IO_IINT CONDITIONS in ' c. J \KM11 —N \ � TRAP MOUNT 1_L T r yi CQNOmoN I BLADES X EXTERIOR --.---6112'MAX. 14-1964 HORIZONTAL SECTION `"-L-HANOs.E LOCK ASSEMBLY WITH MALE/FEMALE P�•[tCRiPTTD(L' z W WINDOW BLADES CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH 5" NTS HORIZ SECTION IMPACT CENTERMATES WITH HOOK LACK ASSEMBLY OR }IEkMAPH4OOrrC CENTERMATCS WITH PUSH-BUTTON LOCK) t 12 {It/iftYA OE.MrY1Ptx).ak, EXISTING • MIN.SEPARATION FROM I NO1�E:SEPARATION FROM GLAZING SHALL 0E MEASURED STRUCTURE-y FROM THE>ROTECTFO FENESTRATION PRODUCT TO THE /. GLAZING'PER GLASS _ I SEPARATION SCHF.00t E INTPRIOR ;NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, ( S� YME (REF.SHT 1) eXIS YYY _ IW.N_C7MAY BE T_.S 81A0E.CENTERMATE,OR LOCKING DEVICE,. _--� _ T NG STRUCTURE- - - - `-� •• ANY ANCHOR FROM EXISTING \� COMBINATION OF ALUMINUM AND ANCHOR SCHEDULE O *• u* ' •-'t. DIRECTION \\ a •�,. ANY ANCH00.FROM � GLAZING WINDOW BLADES,ALUMINUM AND 18'O.C. ANCHOR SCHEDULE vl! _ WINDOW BLADES MAY BE ALTERNATED, O I8'O.C._ + �'t IOx!j•GAI V OR S.S.SMS, '' �C., ... ,,n OR INSTALLED AD1AC£NT TO$IMILAtt �gC�+•• 1'kl'x0A5S",1•x2x0055', i J/16'ALUM POP RIVETS,OR "F �.---.-.-� '�s' BLADES IN ANY COMBINATION-1 tC •'' 1">t2.S'x0055',l"x4"dI.OSS-f Ya'•20 THRUBOLTSO I2'O.C. J. ..... 2'x7"x0055',2'xcaosS` 181 \ ,...t.,.1__"_ DR 26'x0.125'W-TS ALUMINUMANGLE TRAP MOUZ]( t m u=i w CONDITION M W N ;•Z cQNDITI �..�'--•`Lc^.TIL---1F." j-....—r—lL! `;;;��'�-J�?' \1C'�I �A~r,S J 6 1/2"MAX.-•------} c - L L•HANOLE LOCK ASSEMBLY WITFI ? -4 HORIZONTAL SECTION 9MA'E/FfMALE CENTERMATES SHOWN Jas+ z W COMBINATION BLADES (MAY BE SUBSTITUTED WITH HIGHIMPAC .._..,..,.._. ASS15M LY OR HERMAPHRODITIC WITH HOOK IOC{ 6 N,T.S� HORIZ SECTION ASSEMBLY CM HEIINAPHROOITIC CENTERMATES WITH PUSH-BUTTON LOCK) (2)ANCHORS PER ANGLE(USE ANY- J n ••••• `NOTE:LOCKS MAY BE MOUNTED ON�-v d n •• •• • • • ANCHOR FROM q'YCIORSCItEO I r 3 x POP RI Soy EACH L6' • • • • �INTERIOR OR EXTERIOR 510E OF SHUTTER. ) ) '� / ANGL OOP RIVETS EACH =O d R+ • •• • •• � S j � ANGLE TO riltSE ••4h •• •••• • •••4•• �s.�� ". /iu1HINUM OR -`�Q� f,�(2)Yx2'x0.12S F� lK • ° '--'�r"t I WINDOW&Ap£5 6063-T6ALUMINUM _ 3 - - ANGLES AT TOP AND G O¢ q • • • • •�' • '�_.�/_._ •12x)Y GM1.V OR VE SMS. �T- J O •• •• ,� MIN G1A55 SEPARATION / �'' 3116'ALUM POP RIVETS OR V BOTTOM OF EACH TUBE • • "�,,, • • ./ .�PER SCHEDULE(SHEET r:``20 7N RLMOlTS O!2 O C C • •• �� •> 0 • • • ( SCREW W/WASHER 'Irl • z (10x2'OR 3'410 S.S. I r (TOP AND BOTTOM) EXI TING • •• •• • • SCREW W/NYLON /St III • • • • BUS:•ONG ANO WASHER---. Co.NER •• •• • • •• �.•„ 1? Ua•MAX 1 {{ „/moi .J/ _.... -2'x2'x0.125'6063•TG • �; PUSH THREAD D B( 1, • • � � •••••• 5116'THREADED 0041 " � 1._�� ALUMINUM TUBE AT CORNER �( � STANDARD • (� . • WITH PLASTIC HEAD "� EXISTING PASS THRU ••t •• • • _ • • OR THUMB TURN LOCK 9 WINDOW Sit (WOOD, •••••• ri, `....�._ti GRANITE.MARBLE.ETC.) S CORNER CLOSURE AL1. HERMAPHRODITIC -- -- • • AL TERMATP• j N.T,S. MORl2 SECTION 3$ R,nS, IIORIL SECTION ^'Tl ( lZ)ANCHORS PER ANGLE(USE ANY-� (3)t 12x1/2•SMS OR 3/16' 1 I gx q q 6 f r J! 1 ANCHOR FROM ANCHOR SCHEO) ALUM POP RIVETS EACH •.._fI� E S�NG/f EQ E {-• Q "'�.. / ANGLE TO TUBE W" 2'x!"x)i`MIN 6067.76 �4(�' t � / z POST I ALUMINUM$PALTA T 0E r6j��— F 4 / 2 2'x2%0.125•h � '•- M J r 7 6D63•T6 ALUMINUMMIN f ��t12x}'GAtV OR 5.5. !3/16'ALUM POP RIVETS,QR ANGLES AT TOP AND 6063.76 ALUM ANGLE "•' BOTTOM OF EACH TUBE !:'-20 TNRUBOLTS O f Y O.0 ! t .,� ! ,-- ,: �.. .,, 1 , ANCHOR CONM.TYPE Ci 8Y- �•„ as L1(`T' f}+'EM,9+Fp.,• �,� 1/4.20 BOLTS ONLY.SEE ///!/!d:'l./•TJ _ i...4 J'�.� i _ SCHEDULE FOR SPACING ./EXISTING r �✓ * ■ x ANCHOR CONN.TYPE Ca /sTTLVCTURE LH f a REF,ANCHOR SCNELNRE CORNER 14-1964 SCALIA "t `^`� `N // ly •-2•x2'xD.125'6063-T6 Pte[.-Duck"T000 ALM'NIJM TUBE AT CORNER ALT, HIGH IMPACT PASS THRU ALTERNATE 3 CENTERMATE 4 WINDOW DETAIL _ 6 CORNER CLOSURE 6 N.LS, HORIZ SECT104 ( NTS. VERT SECITON 6 N.T-5, HORIZ SECTION 3 ��..�✓JJ . t ANCHOR CONN TYPE C5 (, LI�A�y •r.F f / ANCHOR CONR N.TYPE C2 �_Ef AWAOR..AOR$CHFDT UIf. / \ REF.A!iCNOR SCHEDULE l EDGE 1 / EMBED j ANCHOR , EMBED. � 112`MAX j ��D;ST. � REF.ANCHOR SCHEDULE '-WHEEL CARRIAGE EQ DEQ EMDE MAX. % ASSEMBLY AT EVERY . ,�� _ 1_� -'" OTHER KNUCKLE �---. it WHEEL.CARRIAGE o ! WHEEL CARRIAGE '({"}^. w . �_— ASSEMBLY AT EVE *I'• u'� •i f10t2'41 S.S. ASSEMBLY AT EVERY { I 'r10x2'410S.S. Ra ii OTHER KNUCKLE •q;• �� 1 A� P N SCREW W BOTTOM) 1 110x2.4105. �, OiNER KNUCKLE y SCREW W/WASHER 11WINDOWD-ADES 0P AND BOTTOM) i _ / it'••• z (TOP AMO BOTTOM) .I SCNEW WW WASkl�,t�sf slax2"OR 3 41D I r lDx2'OR Y 410 S 1— �' (TCW AND 04TTOMJ S.S.SCREW W/ 1/4'MAX S.S.SCREW W/ I i `1/4'MAX a tS a •• NYION BUSHING ( NYLON BUSNINc j f ioz2'OR 3.4104'MAxAFRI WASHER s S.S.$CRE W W/ U y 1 ANO WASHER NYIAN BUSHING j U '(6 l9cm MIN GLASS SEPARATTON AIUMINe1M OR. MIN GLASS SEPARATION € ' WASHERW ALUMINUM OR YYY} ! 1 PER SCRE0IA.E(SHEET!) i —PER SCHEDULE(SHEET 1)T WINDOIV BLADES MEN GLASS SEPARATION E vl ALUMINUM OR • •• 1 „„,,, { •••••••:• ••••••• y •r—( .. 4 " WINDOW BLADES I� o KPER SCHEUUISNEET S) •+J4 � 41as.s *lax2 Dai uas.s. BUSHIVG AND WASHER Wl NYL •• • BUSH14 NAlsip VASH .• SCREW W/"YLON 10x2`OR 3'410 S.S. .ox N WJ" ax1/2'SELF-DRILLING BUSHING AND WASHER, � J< • • • SCREWS 012.O.C.MAX, V • • •• • - Et7 STAGGERED FRONT AND BACK. :4. )j_,1 4'MAX .�_.... ,. 1/4•MAX ..'1. ••• •• ••-.--.•� •. r _ _ _. _ r MAX r • u t s AMCH C N C3 •• •• • REF.ANCHOR SCHEDL � "...` 3 • • � _ • • • • ••• ANCHOR CONN PE CA TYM !EQ.Qe EO ••• •• -• � f�� REF.ANCHOR SCNL[ILAE C�48EU. r l�f� jaCN.TYPO C2 \ IST, ••• •• •• .,�� • R StNCOULE- 'IBE,'D „.� •--EDGE DIST. ••" •• OAIL HEADER CEILING HEADER B.O. WALL HEADER a Mai g g g 000 •• t 1 WAtL SILL TRACK 2 ADJUSTABLE SILL TRACK 3 WALKOVER TRACK a a •:•••: N.T.S. `�—VERT SECTION 7 N.T.S. VERT SECTION T N.T.S. VERT SECTION f/ALUMINUMMI_NU�M OR WINDOW JjA�IUMI�" UM ORMIN GLASS SEPARATIONI, a ^' ALUMINUM OR `PER SCHEOUT E(SHEET 1) .�........_ t A�/WINDOW BLADES j/ WINDOW BLADES1110x2.OR 3'410 S.S. (" MIN GLASS SEPARATION _ / R 10x2'ORS`4I O i SCREW W/NYLON f I S.S.SCREW W/ BUSHING AND WASHER PER SCHEDULE(SNEET 1) �x t ...ilOx2'AIQS-5. NYLON BUSHING r10x2'OR 3'410 S.S. SCREW W!NYLON SCREW W/WASHER AND WASHER �y 11/4_MAX 5USHIKG t B a AND WASHER _ )(TOP AND BOTTOM) �11/a MAX ; M TI (� � L •1 ��. i � A' l'.�)V L I/4 MAXI• �! li ,. •e�x ,L( � ( tid'd _ f1 �MT CONCRETE ,,I'MIN. I'MIN. SCREW W/WASHER I ' '_':� (TOP MIO BOTTOM) f t-_-1 \V ANCHOR PER ANCtIOR -!�'" ;�"'`"`""'V"\'"" _...•-- 1 -.r �- „.t Y Iq�� d \� \SCHEDULE SPACED AT EMBE� ) ` ��i;\'\\\ �� EO I "1 \ -A124 O.C.MAX ANf,,)FOII CONN.TVI!E C6 •�ti / j REF ANCHOR SCHEDULE E F.MBEO. ��•MIN.TO \' / �j / I j y � CONCRETE -^t ANCjtQR CONN.TYPE CS i 10x1/2'SELF-ORILLENG 1 ANCHOR CONN,TYPE,C4 i IX15TINGCO►A:ROFF REF.ANCHOR SCHEDUi.E-- S•x%"x r xi♦'6063-T6 SCREWS 012"0 C.MAX, REF.ANCHOR SCHEDULE HOST$"RLK;TURE / EDGE t ALUMIVUM PLATE (3KSI MINIMUM]�` J STAGGERED FRONT AND BACK. 14-1964 exl$nNG ce�crcEr�r "UST KSSTRUCTURE ALT. ADJUSTABLE SILL TRACK (3 `MINIMUM) 5"xl/4" OR 5"X1/8" PLATE TO 6 THRU-FLANGE INSTALLATION � * 4 RECESSED FLOOR TRACK S EXISTING HOST STRUCTURE y N.Ts VERT SECTION N.T.S. VERT SECTION VERT SFCT:ON 4 fs n EXISTING WOOD STI:fYS-) k 7RGYC•0.k. f-W63•T6 ALUMINUM ANGLE, (Gr0.AT MIN.)SPACED ANCHOR CONN.TYPE Ci j 2"xrx0,125"MINIMUM, AT 24'O.C.MAX. ( THREAD EAD LAG SCREWS AN 2'MIN. i TMREAp PENETRATION AND 314'MIN. REF.ANCHOR SCNEDI� t' 2"X5'K0.I7$'MAX KK i EDGE DISTANCE PER STUD EMBED./ I 1 �MICMOR.SQji�_TYP!C6 /-(4)5/16"LAG SCREWS W/Y MIN, i I'x4'xD.12S'6063-T6 •Z� + /REf.ANCHOR SCHEDULE THREAD PENETRATION AND 3/4`MIN. ALUMINUM TUBE { EXISIING WOOD RAFTERS EDGE DISTANCE PER RAFTER _ (G-O.SS MIN)SPACED f�. ., 2-1/4'MIN. H r -1 •�S AT 24'0 C.MAX. EMBED. -1/4'TYR { t END DISTANCE �i Dom' e S 1 914 410 SS SHEET s` I-v---- v ; SCREW 41 WAS Wl/ WNEELCARRIAGE--I•I )'SCREW D WASHER -.. WHEELCARRIAGE " T 3 O:C,MAX. ACED S METAL SCREWS SP ��a F• � pp ASSEMBLY AT EVERY ! t(TOP AND BOTTOM) 1 ASSEMBLY AT EVERY .A �''tih X OTHER KNUCKLE - I i S/D'TMP. _ f .Y` -I OTHER KNUf3(tE ,�T ,,,,___ i ��-1/2,MAX WHEEL CARRIAGE ! �l9 110x2"OH J'410 ALUMINUM - It lOx2'410 S.S. 1 r ASSEMBLY AT EVERY 5 s!8 4114 MAX PLATE OR 2'XS'X�:OR TXS'XYj "- SCREW W/WASHER / _,...---OTHER KNUCKLE Z� n ,Q$ NYLONSCREW LY/ i _.fijV / 1ti „s j III NYLON BUSHING 6063-16 ALUMINUM J3Ki.E,6`MAX f �� -,4'4.�/p r (TOP ANO EKJTTCN4) EHBE 7v �f f -t,.� /ilOx2'410 S.S. W Yl of IIIRRR - OVERHANG BEYOND fMFTER t.I �. SCREW W/WASHER 3 ; I SS AND WASHER -. J 1/4'MAX ) 1 (TOP AND BOTTOM to A 410 SS SHEET ! ) ,1{ ?•..:.,::::n ti o w _ M1N GLASS SEPARATION�� I( ALUMINUM OR METAL SCREWS SPACED � t �� / �Ci PER SCmEDULE(SHEET 1) / 1 (WINDOW BLADES AT U"O.C,.MAX. L 3/4'MAX 7 tLDX2"OR 3"410 ALUMINUM OR t:OX2' IIDX2"OR 3.410 S.S. S.S.SCREW W/ $.S.SCREW W/ U SCREW w/NYLON J WINDOW BLADES 2-1/4'MIN. ] NYLON BUSMUNG NYLON BUSHING BUSHING AND WASHER AND WASHER --- 1�-• -'"_ END DISTANCE AND WASHER I ALUMINUM A Z WINDOW BLADES t MIN GLASS SEPARATION _ � 'A@ M —PER SCHEDULE(SHEET 1) _ _MIN GLASS SEPARATION p • • F NATE:MAXIMUM AiLOWABLE SP7LYS AND PER SCHEDULE(SHEET 1) Q �{ DESIGN PRESSURES FOR TUTS MOUNTING t 10x2`OR 3'430 S.S. z n a •:•: •• • • --; -'X= CONDITION PER TABLE BE SCREW W/NYLON gC •E} i I "" �`_W BUSHING AND WASHER • •• iA • ALLOWABLE DESIGN PRESSURES ALLOWABLE DESIGN PRESSURES 7�/ • • • • • T FOR DETAIL 2/8 WIT"Y' FOR DETAIL 2/B WITH)i" f i 4'HAX I o •• •• •• • 1� J/ ALUMINUM PLATE/ANGLE: ALUMINUM PLATE/ANfiUf: /� • • • �• ` E�` BPAH MAXOEs1GNPRF$SIi1E' SPAN_ MAX OESIONrPNGAlWC' END1D3$TANCE •• •• Tr ttatlosl/tiedpt 77 tW W • • • • \\IPIBED. DGE .dd i qr/-oi I.qt.®.- yr• sT i vol—sl s Pt+ • • [ST�\ �_ ♦q 2 / IOC �._'.i/d -a opa-....- P; *00 •• .«��a® E iYBl 10.I/2'SELF-DRILLING M � i psNr .4gr` - fat• '��i6 a Pdr.xe pt �._. _ L � • REF• R SCItEI�J • SCREWS 4132'O.C.MAX. I12`MAx �G ••• •• .. .. •EFsTAERED FRONT AND BACK, 5"x 1 4" OR 5"X1/$" PLATE 3 •• •2"x5" A kF! W/ CEILING HEADER z TO �XISTING RAFTERS EMBED.' /344305$SHEET • �_ METAL scREws SPACED ••• •• • ALS. AD STABLE SILL TRACK g N.Ts. VERT SECTIINI :_-! AT 3'0,C.MAJL • • 8 N. Z • • VERT SECTION w I"X4'XD.I2S'6063.76 7RL ••• •• ANY TRACK_` 'T_ _ - ALUMINUM TUBE • • ••`&.2'OR 3.4'RON•a' SHOWN HEREIN, ^„,.,,,,, -(3)5/IG`lAG SCRGWS W/2'MIN. B REW W! ON 9 �"'-"-�---., + EXISTING WOOD STUDS > • • ThRPAD PENETRATION N 3/4”MIM. HG AND WASHER ` , ., • u c PE ECRAT 0 AND I • 8�`�iJ + ..._..� (G�O.AT MIN.)5?ACED EDGE DISTANCE PER STUD R�' 1�.. //f .,-._......._._...._-.. `y, AT 24'O.G 1� ! 'NNC # {-l'NICHORS ANO MAXIMUM SPACING PER ANCHOR SCHEDULE,ANCHORS NOTE:MAXIMUM ALLOWABLE SPANS AND SHALL BE SPACED AT A MINIMUM OF DESIGN PRESSURES FOfi THIS MOUNTING 9 ANY TRACK SHOWN J 3'O.C. CONDITION PER TABLE BELOW. Z NE ACCO SEGMENTED TO ACCOMODATE CURVE.-\3 TRAGIC SEGMENT JUNCTIONS l` ALLOWABLE DESIGN H MAY BE TACK WELDED AT THE CENTER OF THE TRACK. i UM�ESSIIRES KpA1�L g Bis E ¢ i CMBED. DIST. 1 kW Bit W 149 1pl ANCHORS AND MAXIMUM SPACING r 10X1/2'SELF-DRILLING `. NOR CO,I,(N;TYPE Ny4, PER ANCNWR SCHEDULE,WITH A m .. 14-1964 Minimum OF(2)ANCHORS PER d'i"��.d3}pTr....._ SM REF.ANCHOR$1:NEDULE t4A 424Rsl 6.TpXL�"-' SCREWS 012'O.C.MAX, TRACK SEGMENT.ANCHORS SHALL „�„.�. _ PACILDERCBILTa" STAGGERED FRONT AND BACK. BE SPACED AT A MINIMUM OF 3'O.C. ALT. ADJUSTABLE SILL TRACK OPTIONAL CURVED TRACK 1"xWW.125" TUBE TO 92 a THRU-FLANGE INSTALLATION W &W 0 SEGMENTED SECTIONS e EXISTING WALL STUDS no J NT,S. VFRT SFfTION $ N.T.S. MAN VIEW N.T.S. VERT SECTION a o : fItANK l OENNM�O,�.E. /j f �G27 8'LONG NGLES PER w63--I6 END. A 9 MAX SUPPORT BEAN SPAN PER AI'PRDPRIAi E 5(]IEDJLE----- %' /�J J ALUMINUM ANGLES PER BEAR END. W� (3)1/4'•20 4 1 SS THRU•BOLIS PER BEAM END /6063-I6 ALUMINUM _ - t BEAM AND LIMITATIONS .EQ- EQ. 'f OF USE PER BEAM S --� --- OPTIONAL TOP UE51GN SCHEDULE � ^b 1T SUPPORT BEAM -..._.7.....,_ F ��/�" - ANCHOR CONN.TYpE CB y�9 �' "• AIiERNAIE LEG t ) j D1R CTION i REF.ANCHOR$CHEDUIE r.EEL CARRIAGE r� ) (EXISTING HO5T� ._o„_{ =_ ASSEMBLY AT EVERY _ _ g= I STRUCTURE r°"• ! 'i OTHER KNUCKLE w Sy ,#10x2'410 5.5. w W ..S 3 q o! • • , ' II I ,jf I �+'} JF SCREW W/WASHER • • 2 ••a • • •'� 1 _. �. �� @ _ 1-,JI (TOP AND BOrtOMI t�'� ft J . ••• : 3 ` • I• (�.i t (3)ANC-HORS PER ANGLE: v �i #14x2°OR 3"41 0 I.1/4-MAIC y ' moi O s S.S.SCREW w/ 1 CAL.-I'POWERS ��.7 1- NYLON BVSt11'VG CALK•IN ANCHORS WITH JJ ` ••• • 2/8'MW EMBED,3' AND WASHER SPACING AND 2.1/2' a (� • __. • ••. __ (PHONAL!NTERMEOIATE MIN EDGE DISTANCE TO _ ALUMINUM OR • , SUPPORT BEAM 000 0 00 CONCRETE PfR SCMEDUSE( EON) i WINDOW GLADES00 09 Z CRETE"X ANCHORS II ( N2TE:MAX DESIGN PRESSUREAND MA)C Q • ' EMBED,3'SPACING, SHUfIfR SPAN PER OEM DESIGN SCHEDULE O w •• •• •• • ' 4•�• I AND 2.1/2'MIN EDGE J A • • I • •7 DISTANCE TO 33SOPSI Z n ry . . �..�. 1 MINIMUM CONCRETE 2 TOP SUPPORT BEAM = ••• •• new �T • # • • • • ••t g U • N.T.S. VERT SECTION O ••• •• >n •• • I • • ••i f � : •• � •• ••• • 4• I A 10x2'OR 3'410 S.S. 4ofa 9y g• • • SCREW W/NYLON a 0 £ E , ••• •• I • BUSHING AND WASHER •••••• i (37 ANCHORS PER ANGLE •^� -.-.......�_ • 114-2V POWERS • • i - CALK 1N ANCHORS WITH MIN GLASS SEPARATION t 7/8MIN EMBED,3 PER SCftEOULE(SHEET 1) 3 #10x2"410S.S. ...._.. .. ._...�.._.. ...._..._..E,_ .. ..._.__�_._ _ SI>AGING ANO 2 1f2 \ 'I SCREW WJ WASHER �, I MIN EDGE 0!STANCE i0 (TOP AND BOTTOM) 3 3KSI MINCMLIM I (2)8'LONG 2*x2'4.125' 1........-.\.OPTIONAL BOTTOM CONCRETE 6063.76 ALUMINUM 2 � SUPPORT SEMI OR 1/4 ELCO ANGLES PER BEAM END I/4'MAX „+"-, • CRETrftfX ANCHORS i_ WITH 1 3/4 MIN / _ ALUMENUM OR _ (3)1/4••2041055 } `� WINDOW GLADES EMBED 3 SPAC-TNG, � - AND 2-112-1 IN EDS � T),RV•IOLTS NER ♦. � 1 �' ELEVATION WITH STORM BARS DIS ANCE I(335(WSI ip I BEAM END MINIMUM CDNCRETe w N.TS.. .._. EXTERIOR ELEV ALIFRNATE LEG DIRECTION _ ANCHOR CON".TYPE C_6 H i 4 1/2'MIN. REF.ANCHOR SCHEDULE ' Tt •IAM O[316f1�1lDUl! EXISTING fipST I - 4 _ AII.OVAME OESK,Y'I PRESSURE STRUCTURE i S 10{q$x•, , SEAM SIZE 511UTtERSPAN BEAMSPAN ( SOTTO• MIERMEOUtE TOP!!m t _ e¢AHA BEAM ."•3'K0::7S #-0' ._..•. 0.s.._. 740PO 74#PSF......, 37.0 PSF /j _ ....., -6O63TGALUMINU M#T > 1 BEAM AND LIMITATIONS 770PSf 7]o PSF a00PF EQ, IC4 OF USE PER BEAM — DESIGN SCHEDULE sv_ rs a.PaF e,0nta a�2M 14-1464 21S'•0077K122r ' R4- t ,1'$ 01SPSF E3I PSFPSF 30.4 tKa.... �� j __... ,rQ •.r1 0,it5F S2 aP"•,F mSPSF NOTE:MAX DESIGN PRC5S4IR(AND MAX MqS O�ICRi.n14T5 7'-0' ,S's _Sf.4P5F SGIPSF 78 T PSF J SHUTfER SPAN PER BEAM pESCGN St,HEJUL.E i zawarrolT. �' rc ,z•r twirsF'--ceKPSF1 �-282P3F _ "ioa r sssPSF He ASPaF 1 277PSF 3 BOTTOM SUPPORT BEAM 112 g N.T.S. VERT SECTION l(J F NtlkLIDO.R.l. S�➢h t I Dxr OR 3'410 S.S. �. SCREW W1 NYLON O SUSHI*1r AND WASHER-� ., t 70x2`OR 3"410 5.5. �-- - _� SCREW W/NYLON { (2)e'LONG 2'xrx0.125' __ MIN GLASS SEPARATIO44 BUSHING AND WASHER 43.76 ALUMINUM i ----PER SCHEDULE(SHEET I) 11OX2'410 S.S. 60 ANGLES PER BEAM,END. r SCREW W!WASHER (TOP AND BOTTOM) ANCHOR CONN,TYPE C$ (3)114'•20 410 REF.ANCHOR SCHEDULE 1/4'MAX NOTE:MAXIMUM ALLOWABLE SPANS ANb .' 1 r SS THRU-BDLTS ;114'MAX DESIGN PRESSURES FOR ALUMINUM PLATED PER BEAM END ALUMINUM OR Y- IMOUNTINGCONDITIONWINDOW AIADES 9j/,�1�I!(�F .y Fir - 9 �1 Ml �^1 MIN.1 ......1± t 1 4 y'Fj eq. EQ.EQ.--1 13TC ALLOWABLE DESIGN ALLOWABLE DESIGN 6063.76 ALUMINUM PRESSURES FOR DETAIL 2/10 PRESSURES FOR MAIL 2/10 %1! t Y {I BEAM AND LIMITATIONS WTM Y"ALUMINUM PUTS: WITH 'ALUMINUM PLATES 0 t0 ttJ E OF USE PER BEAM /J� --..; `•.— DESIGN SCHELXILE EMBE / I '!� - - SPAN MAX OEs"PRESSURE SPAN MAX DESIGN PRESSURE n s •� 7r ,MO.pul.I+o.7W 7r •637pp1es.7Pu W' W ••J B ALTERNATE LEG- ) ! �r ANCHOR CONN.TYPE t�, / ��j g-- .._ w .r I NCHOR CONN.TYPE CB 60- +ttfi oa— DIAECnON , _ REF.ANCHOR SCHEDULE { bpY i D �� 1 REF.ANCHOR SCHEDULE tDx Ola FMI OSapot H t-1/2'MIN. »,.rw. , IAa''� 43003113 atzpot 74d IM liana a7�ec� W ,r WHEEL CARRIAGE COHCRF.TF.HOST) IS. or � iN •424or:dl4p)1 � t41' •32.0 ou)•JI.B /++ �__ ASSEMBLY AT EVERY STRUCTURE(3KSI AL MINUM,PLAT6063-T6 LNG 11057/ 1— f�'�� '�'•"7"�' OTHE1tKNUC%tE MINIMUM) 5"x L� OR 5 fX1 8 PLAT /STRUCTURE - I- ° / N " / �� E TO z j3s Jj t SCREW w WASHER 2 (TDPANDBo110M) ��EXISTING HOST STRUCTUREu�yY f5 10 N.T.S. VERT SECTION $A i O' ♦t Dx2'OB 3'410 '•"'"'" xa)(+1 �31 1/ �1U7j'tSWVYERI W S.S.SCREW W/ (U4'� O m C lGR4�IIDRS WiIN NYLON BUSHING C) w •• •• 7/B'MIN EMBEO>jr • AND WASHER z n SPAAND 2.1(2' . . • 1 g t,,+o 1f MINE DGE CING.DIWANCE TO IS IS• MIN GLASS SEPARATION ALUMINUM OR If 10x2'OR 3'410 S.S. ^.f••-•--- (C�� aF5( IS ? 3KSISNINIMUM• PER SCHEDULE(SHEET 1)• WINDOW&ARES SCREW W/NYLON W 7� •• IS• E4 LCO • 000000 UUU BUSHING AND WASHEROR // — • ! WRTtH FIV4 1085 •••:�IIOTE MAX DESIGN PRESSURE AND MAX E I cc :• •IS „s�QIy 733//��Ac�} +� ••! VTFER SPAN PEa BEAN DESIGN SCHEDULE Ii t 4 x 2l11Y MfWIWS I agn tiRi DISTANCE?0 3450P51 • i 114"NJIX • •• MINUL".CONORETE �'TNTERMEDIATE SUPPORT BEAM -- • d �IW4 • •• • •• •NK+B. VERT secnoN =`�1 4 IS •• •• •• • •• ww --7-- 4k otsm SCHEDULE (� _�k�_._. ---�- • ALLOWABLE DESIGN PRESSURE \ L,ANCHOR CONN.TYPE CB •• •• 0:4 • ••StAM SYIUITC..IF3PAN OIAM SPAN TOP OEAM OOTTOI,e +INTERMEDIATE .� i REF.ANCHOR SCHEDULE BEAM , RMED • • _y-- 1'MAX..' 6063•!6 ALUMINUM ANGLE, ••• •• • 5 vs 740vsF t44PSR ri( OPBF EMBED 2'x4"30.125'MINIMUM• • • • •BO'3i'aO..ITS • • S.i• _ 7IOPSF 77CPR �`-If-0 PSE— *y\ f 2'x5"X/.125'MAXtPUM. p#�1 x1 s • • I� TV m 73 0 PST II 7)C PGF I_.-.x o prr �\- /.11N*c, CONN.TYPE__�1 0 6,G • 644REF.ANCHOR SCHEDULE � a o 14• vsR a?..6 r8i N J PSF EXISTING 0 Zutilt77�O 774' 1 0 15.6' of o P6F 83.1 PW 1 30 a PSF CONCRETE HOST --•- — _ I ' _SET for 61 t P3F i a7.3 r+g 'T Ja SPSF STRUCTURE(3KS1 NOTE:MAXIMUM AVOWABLE SPANS AND•E 5'd' ISS M4PSF 4a3P5F Ia.7 PaF MINIMUM) !DESIGN PRESSURES FOR ALUMINUM ANOLI) • } r."DOZIS224• Vol IIs s63PSF az4P5F ttxPSF MOUNTING CONDITION PER TABLE BELOW. I �_ { 4 IVd 4 55aP3F taaPSF 277PSt ALLOWABLE RE55 RFSFDORDE�iAIL2J10 WITH 'AWMINUM ANGLE: € f OV SPAN MAX DESIGN PRESSURE. 7T +17.f r.77.1 pr ioe �134PSII434pp! 14-1964 126' 144:opur.N41x4 tN` •l�I.a p1r1•lab pp ' Maa Ot{UA1FT10N, r 2"x5" ANGLE W/ WALKOVER TRACK SO NT.S VERT SECTION 1,11 r � NNA4IN1,M1.f. M*MIN EDGE DISTANCE "� 9 ^'• u LOAD SPt,rq_UP TD 6 4Z Spart4 UD.TO 0' ns U To 12'•C I 4 ANCHOR - _ P..._,..,_..."_.� Spans UD TO t3 6 N n: ra E (Psf), CONN TYPE ( CONN TYPE CONN TYPE ( C2 C3 TYPE ...*...ppp��IIi i� C2 C3 G CS Cly C2 I. C4 CS 3 Cl C2 G C4„C5 Ct F-2 C3 C4 k CS ' 114'ITW TAPCON WITH �,35 220` 120120 120"120 120",320' 120'X109 112.0'120 120' 12.0" 8.0" 120' 1.20"1117' 120'4 70 12.0" F + 1-3/4"IMBED(3192Pc1 40 170170 770 1X'1120 120"3120 12094 112.17'1120 ti4" 1X'16.9` 114.120"{9S f20 61 I0,5" Iyl vgji` �NIN CONC) 60 �L2C3120"{IYO 94 1120 120". 5 12,0"Ibl' IO.�1]9 64" 70R A,S" 178 68"�55 97 40 67' 1n. ;,Vy", 72 12#' 12A't20 7T 120" 42 74 120 .50 87"62 51"191 3-r- 65" 58' 47 86- 35 61" Vp, 4m 24 ' 1,12o.J9 64" 108 4S 78 58 T47 B6 ')5 61 .58 47"I86 X35581 58(47 86 75 X61" ZX N w 152 58IT 8T 75 6l S.0'X47 86 75 61 56 34786 135".61 1 8 147 86' 3S 6.1" WW K9 _ __ _..� E • 1114-ELCO PANCLMATE D 35 320 ❑0 12,0`1120 120 !20 120 12.0"103 120',!20{170.12U�7S 120"1!20 116 12.0" 66 11.0" • .00. '(FEMALE,MAI,Ej W/ 4O 1201120"120" 120"120 120"120- 120' 89 120"12.0-M3"'-`120 6.5"1109 119" 9S 12p" SB 9.6" ;+ ptY L^ • • •••• • •• �1.3/4'MINEMSCO 47 12C 320'120 11 T 12,0"126'l20 120' 75 120" 117 89 120' 55 92 94'75 144 49 B t" �! 1 Ipw 3 •••• • • • • E(335 i MIN CONC _.--- --') !_ • • • • • ) 60 k20 120'3217" 84 120 114'195 12015.8 '9.6" 74 44'196 X43 17I 67 SS 66 38 63 f < •••••• ..:+ 72 12.0"�1YO 1120 73 120 9,1"•J) !07".-4T X60 62 S-0 81 35'59 5r 4,' J7':33 S6" ••• • • • • • } * 120 7q"'44 i9�6 43,,j1 58 47 77 ".37 56 '58 47 t77 33' S6 58" 4T T7'µ13 S.6" 2 l • • • • ( 152 }58 �4T IAT 37 SG 36 ,4P !7 :33 156 �58 4'7"..77" 33 56 58 4T 77 ]3 SG" ��, • i/4 EtC0 C7tBTEFIEX W( 35 ,1)0 170" 120 120 120 12.0 -t20 320 ,120" 120" !20 120"120 96 120 120 120 120 $4 112.Q" o: 1 ••• • •• • 0• •• 1•)/4"MIN EMBED 40 1220 12.0"'X20 1211"1;10 120"120 120' 11T 12(r 12.0".12.0"117.0"!83". 120 120 109 170 7,3";120" • • • • • '(3350Ps+MtN COAL) 47 I20 120 170 120"1120 120"120 12D- 95 120"120 102 1120" 7Mt20 1108"�67 IY0 67 ' "' •• • • •• •••••• g ( 60 .120 120" 120"713 120.l20"109 120 73" 12.0" 91 73 120154 47TY..67 3I20''-47 7-57-.-6 .6" • •• • •• • •••• { 14--•��. 7 !2091 7.3''12-WSA' 97"46.6 �51 71�' a2�174 46 54' Ill 02.' 76 166��54 1fi"'4276' a • • • •• •••• 152 .66 54 #112 42 76 166�54 til 42 l6' 66 S " 1ti 42 176 66 -S4 It!" _. __ qqqq ••• • • •••••• 1/4.20 POWERS CALK-IY 35 _720 120120illd t20"I120'120"i12ClT 1 12Q"!13 87" 120" 52_91 92 'J2 111^45 I81 • WITH 718-MIN EMBED 40 120'1417'120" 97 120"120 l3S" 120 61 107' 89" 70" 109' 45"'79 7.4-'59" 98" 34170" •••�•• •• • •••••• 1(3-000"MIN CONCI ,47,._120" 120"120 BO" 120"111 86 !]051 191 :6.4 X55_ 94 3.8"-b7 Ski" 47 84" 73 • • • • 60 120" I15 120^ 6t TOT 74 59 96 34 70' 49" 40" '55 J452 42 34 6T _,3,-3'* %y J 44 CJ 0 ec • • •• : •••• 4 *� 72 307" 8�6. 0 S4 69 57 4563 k32 331 63 i 43 36 ��,>y/6.0 qt, � xLy • X70 .4q" aS - 52 36 % 6Gr49 41 36 �� b0 X41 36 60 � /.2 136.,�. 0_,� ,41 366A 41 36 1 ? 60 i41 36' ,6.0 4Il4 ELCQ PANELNATE 35 11x0 1220 IO.T320" 140"�t201140" 132"115 0411.07"�49 82 94 73 96 4373" �INSEIRT FMBED 70T�H�1- "M€N� d7 �1201�0120" 922 120 12,0 117 120` 97"j9l 7,2" 95 42••72 75" 60 85 3T:63" $ ( 120 120 76 VLI: 86".10 6 62 i]1 56 81 3G' SX77 j1C CX W 12C 11T120 58" 97) 0 BS 43 '50 4p'.`45 �•5yy,47 4)"135 58 42 g 72 t09^ BS too -47-•80"156' ib 71131 531. 74 32" 54 'y 39 76"s� Y5! i /137" 4•+ 120._.S D i 4 0" 6 5 4 7" 3.6�f :'%rT 3.7" T b iHN j..5 1 3 T 3 G"7. �'S.1'gg 3 7" 3.4 �/ S.1 i 3.7 3.6`S S S.3"L .?3.7°' ANCHOR NOTES: p i. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. C j 2. TAPCONS SHALL BE 41O STAINLESS STEEL AND SHALL BE MANUFACTURED BY ITW. 34 3. ENSURE MINIMUM 2.5'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE 9 TO HOLLOW BLOCK. 4, ALL CONCRETE ANCHOR SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. ' S. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL.BE LOCATED IN CENTER OF NOMINAL 2s(MIN)WOOD STUD(Le.3/4' 1 I EDGE DISTANCE IS ACCEPTABLE FOR ANpK)RS TO WOOD FRAMING). { 6, WOOD HOST STRUCTURE SHALL BE*SOUTHERN PINE'G-0.55 OR GREATER DENSITY. I 7. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND ! ' OTHER WALL T!NISHES. r ?' 8, ANCHOR SO ZOUIE APPLIES TO ALL PRODUCTS CTRTIFICO HEREIN,BUT ONLY PROVIDES NAXIMLM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. FRAMING. WHERE FREE EXISST1�T'T�CTT•URE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 14-1964 10.WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. It, MACHINE SCREWS SHAD,HAVE MINIMUM OF 112'ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWA.:K BOLI'j U.N.O. 12. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE. 11 A 3 tt-- 4S'MIN EXL DISTANCE CORN TYPE C6t Ism t Y ANCHOR LOAD Swns-Uo To 6'-0", Spa 4s Up'o 9-0` '�Pans_Up Tol2 0" S m_pa Uo To 17.6; MATERIAL ANCHOR TYPE - DESIGN PRESSURE 4� Ion. _CONN TYPE _ CONN TYPE_ _.__.. CONN TYPE. ... _, .. COMM TYPE_ ._ _ DP 5 00 PS F DP y 100 PSF �,,,,00,, o C1 C2 C3" C4 t5 CI. C2 C3 U CS tl C2 C3 Ca CS C1 C2 C5 C4 CS 0072' ; a145M5 _ 6.5" 6.D' 4t,`C',• . /• '- ALUMINlM t/a•2D BOIT 7,5' I!4"(TW TAPCON W17N 35 12 0 IJ 0' 11.2"4 4.9 4 I 7 4'^ 5.7' IIIA- 3 0 S 8^ 4 3 J.3" 6 3 �3 4 3 3 5',/rte S. 3,8 7,p•• ,AT 1.1/4"E?�EQ a0 120 tI0"1.%1.--t.2" T9" 58"ia4 -72"T /�50" 34 yjjr[S6 s/, r 5.1" 3.3" 0.125* a145M5 II O" ..t0.0" ✓' 47 LO.", 0 7 7 4" 7A'�6V' 4.2" 3.3' G 3'�/�', 4 2"% / -„/,-4 9"�/�%3 1 `"rr; - 4.4"r �" A-UMINIM � 1/4 20 BOLT 72 0" � '•' "t _b0 5.8" 4,4" 7.2" ;•r S 0 >> '�' 3 3" / >'y 77'J 8" /' .. 3 s" r,. 0.25' 014 SMS 12.0' 10.0" y*•' * n"" (1=•a 72 4 3 2 6 2 a T r. 4 / . : 3 3" :� i` .� . 3.1. AWMiNEM 7/4.20 BOLT ....._ 12.0" ., iD.O" 'Q r 4C 120 N4y 3.r T i.// 3.i" 3] r 3.j" '� ✓/ �� _ ." _. r, r,. 'S 752 /J�"'fi. 3 I /l Y/ :1.w l 3'i aii ilr 3 1 ..YLv v... 3��. r....ri ar li SMS: 114 20 BOLT. CONNECTTON TYPE CG NOTES: 4iy tI�M 3' ---_.. s 1l4'ELCG PAMELMATE 35 12 0",t2.0" 1I O" 7 3" 117" 12.0" 9 7" 4 6" 4 4 f 7.G" 7 3 S 6 )4 3.1" S 6 5.9" 4 7 ,6.6" 1 4.9" 1,SHEET METAL SCREWS MD t!4-Z0 (FEMALE.MALE)W/ 40 12_Q-1 2.0"12 0 6.1" 10 1 9.9•' 7 4 8.5". 7 8 6 6" S 8 4 5_ 4.6" r19. 4.9" 4.8" 3-r-519** 4.3' ' tl- BOLTS SIIALL BE 410 S5. yt R11A� .( 1.3M'MIN EMBED 47 112 2(r 12.O"70 6' 5.0" 8 5 7 2" 5 6 7 4" 3 2 5 5 4 5 3.6" 5 b' / 4.1",3.8"W33 3 0 S 1" 3.6" 2.FOR SNS,PROVIDE(S)PITCHES 4 LW'1 -- .. r'^ ^' ��;� MINIMUM PAST THE THREAD DIANE. r m W 60 9.9"'74^ 85 38''b6 48' 38 59"s 7y'4�.r13�." 32 %� 45f4D" p 7"/-15. . yy/ ' / / - / 3.All FASTENERS MEREtM SHAIt Z72 1 6 95 4- 7 1 3 1 S 4 3 T' 0",•. 36" r ' 3 03 6"fUTILIZE VO MINIMUM WASHER ATxxwo S 170 (1 2 �7 4 S f J 2 % 3 b" ; r 3 63 G"A , f HEAD OF ANCHOR.1 6''r. - 2 3 3 63 G" 4.114.20 DOLTS SCULL UTILIZE SAE FA• SS .1 I4 EL.CIiETEFLE%W/ 35 12.0"12 0' 12 0(8 3 Q. l2 0".30 4 t'9 5.2" 93" ea 6 3" 9.2" 3,8"�6.6' 6,6!' 51.2" 8 3" 3.3" 6.0' GRADE NUTS AND WA$fERS. 1.1/4"MIN EMOE0 40 1121Y 1 L0" 17 0 7 7 S 10"t 11.0" 8 3 10 6 4.5" 8.0 6 5 S I" 8.2' 3.J" 5 4" 5 4•' 4 j 7 3 � 5 2" S. ALUMINUM MEMBERS SHALL Be D .._._. _ ..__ ._ _T ... 6063-T6 MIN.ALLOY. 47 ,SZO 120 120 S9" 107 BOA GZ 92 38 6.7" 50 AD" 71 1 S.O 4.2" 74 63 r 14" 60 IIL BJ -106 45' 80' S4' 42 ]3' S2" 3S "" 56 79 30"t rS 0"/ 3a^ eCONNECTION TYPE C635 YALID FUR l -i - F S ALL ALLOWABLE SPANS PER SPAN 72 �/7 16G 90 37 6V4.1' 3J +62' 4.3' {rr aTti 32 X45" JO V g p 120. 7 5 /�5 6 r�3.9 ,r/,y X 4 5" r 3.0"r y - ;4 5 3 0_ a.5"f/', 1 0 SCHEDULES. « Y 752.. ri r//i 45 Y '.✓30 y.."fFri 4S" AY3.0 .. ,1/!245 r 30 ri o^> 4S rYH 30"- 114.20AU.POINTS 35 1Z.0 120" 20 96' 120' IIO_'120 12,0" 60'_10.110.1";7.R' 48 44 75 702"(64 BB' 39 G6" r SOLID SET'%W047/8" 4D l20 120"' 120 82'lI20 120"102 -11"3-!5.2- 8.8" 8.0 6.7" 87 38"1G5 X66 52 78' 33 S8' ('� y� MI•L44NO•• i7 320" 120"120' 6.8"'114 9.9" 77 98" 43' 74" 62 4.9- 7.5' 32"'5552' 4I & �/ 49" -3 a II • ••• • 120.107'!7 33' S2"'A8` 66" 52 78" 37 $8' 44 3S" S9 / 43 37" JO' 53� 38" Qap ,. i 4<f� •72•�96'I.74 96 Y2ry�73 5.0-'4.1-1&6-r . ' 40 34 r ��50:'. 332'7 / qY' / 3a" ZOO °C •" 0* „•`�• h10 A4 35' S9' a3 32 ��/4.T Fruf 34• 37 ri:,f447 3a 3.2a a7" *3 34" •• ••• •• • •11♦�rT1_ '�47"' 3a 32..r'j4T y 34' 3.2'ryf4T 3.4 3.2"r14T 3.4' 1/4 FLED PMEIMATE �•� 2 12 0 i2 0 8,6- i2 0 12:0"112 0"11.1" 5A 8,9r' 9.2"7 7.l" 8.6" 3.9" 6.6" 7.5" 5 9 7.7" 3.4" S 6" r • • INSERT6VITH 1-1/4'MIN•llD•"l 120' 12.0" 73" 119"120'1^94T 9.9_ a4 7.7" 13 57" 76",3.4" 53" 6.0"1a8 6.8"x/ G W •• ••• EMBED a7 110' 12.0" 120" b.l'�100"}91" 70" 8.5' 39' 65" 57 45_ 65 49' 4.8"!38 --55 r' • • • •• '87•M 94 99 `6"`77 60" 4,8 '6.8" 51" 40 �32 S2 38 ].4" 46" [±.,4-' • ••• •moi � • _'•60 183 F3Ir 64 46^ 3T SY 4.7" 37" / 43- I• �ZO 40 32S'i 38 41' 41" 4 ••• 4. "•i3* P2,,> 4 1 ', 3 0 • • •••••• 314MIN EDGE DISTANCE •• ••• 1- • ANCHOROAS 0?314-ns Up To V-0" Spam Ut To 9'-0" �m Vo Toro" Smns Up To 13'.W' C'�pc •••••• (rsl) CONN TYPE CONN TYPE CONN TYPE _ C4NN TYPE • • xG�, _ • • CI• C2 C3 i C4 CS C1 C7 C3-f C4 -05� CM1 �C2 t1 i C4 CSS C3 e2 Cl C4 CS" s1 •• ••• 1/4'ITW TAPCON OR •350 12.00 12.0" 17 0 9 1" 11 7 72.0"-ton 8.5".`5 N �73" 12 0"12.0".6,4 43'15.7" 12.0"10 T 5.0" 3.4 5.1" sRg • • t14�9CREW W/ •40 �t0"11-0"11079"102 120"720 7.7" I 167 :1201104 57 38' 5.0'fll.D•' BT 51" 37 44" ly1' Ett• a7 120" 12.Q"194 66"186 /7.0�17ff bA" 41 57 103' 82_ 48 32' �43 R.7" 64 ;41"_ 2.8 3p ■ 60 120' 12.0"175 SI" 67 11.0• BT �S.l"33 44' 73 59 38 25 133 62"�50 -34� it"7ar•. 72 1I20 .120".63 42" 56 84" 67 4.7" 711 37" 57 _46 V 201128 53" 43 30 '7 26'• pd _ 6 110 7.3'*'59"_ 38 75"133 53" 43 10" r�y 76' S3 4,T 30 .26 53' 43 30_ �26" !d 752 53 a3 30 - '; 26 S 3-�43 ld' -rf 26 53"14,3" 30. bir 26 53" 43 70. -114'FICO PANELMATE 7S 0 12 0 12 O" 12 0`120 12 0"12.0 12.0" 10.2-12.0`12 0"112.0")12 0' 7.4•'A1.0'120" 12,0"13/" 6.6" 9 7" '(FEMALE, 9 MALQWJ 4Q 120 I2.0" 120 120"120 12.0".12.0"120' 88 370'120" 120"!115 65" 96 110"175 I03 ST 86 p il-7/8'NIN EMOEO 47 7J0 12.0" 120' ,115'120 120'120 120' 74 109' 120"108" 99 5.5" S." 17.4'• 1 88'`48 7.2" p bQ !20"12.0" 120 88" 120 120 115 103" 52" B.5" 9,5"17.7-7X" 42"' 67 82" 66 7.0 37 5.6" S f 77 12 0 17.0"17 0 1 7.2- !0 rl.11.0" 8 N 8161 4,7" 7.0" 7 5 6 1" 6 5" 1.5" 5.3"1 7.0' 53 6.2" 3.3 5.0" 1k `_ta111c1r 12019.5 X7.7" 78 42" 63 70_ 57 6.2 33 ST" 10 S7" 62 33" 5017.0" 57 62" 33" 5.0- 152 �7ff' S.7" 62 3.3"150' 7.0: S7 6.7,. 37,__50" 70 QST' 62 73' SD" 7.0" S7 62.33 5�0" 14"19 7(4• 64 IAG SCREW WITH 35 ,120' 12.0" 110" 9.6- 12 Q" 120"120 87 62 60" 120 120' 66 46" 59".12.0' 11.9"S9" 40 53" L5"MIN THREAD 40 12A" 12.0" 11.3" 03" 10 6 12 0' 7 120" /µ5.4" 7 0-'12.0`111 6' S 8-- 4.0- 5 2".12.0' 9 7 'S 2" 3.5. 4.6" - ^ PfNETR 41 170" 12.0" 47 ?Jr A9 1170" 170 66' 4S S9 115 91'�SO 3.4" 44 '9.b" 7T 4.4' 36" 3S' ANCHOR NOTES; ; 1 {EMBED} 60 12.0' 12.D" 77- 54".10_-120_,.97" 52'..3546 81 6,5" 3.9".2.6"734" 6.4" SF 3.5' 73 'Ti': _ ^- 4�-�m 72 120'• 12.0"-64 4.4"ISR 9.4' 75 743' 29"..3.8" 64 152" !! 2.2"�24" 5.9" 48 31' 20" 2.7" SEE SHEET It FOR ANCHOR NOTES. ( --Tl 2: 120 8 1" 6.5" 3.9" 2.6" 3 e 5.9" a B i 7 1" 2 0" 2.7" 5 9 !4 0" 3 l 2.0" 2.7-' 5.9" -1,8" u/^J`7 3Ll7 (.- 152 �.9" 4.8" 3.1 l,2.0" 1.7 S.9" 4.8" 3.1" 7.G" 1.7",S 9-i 4.8" 3.1 L0"-2.T 5.9" A.A" 4 f• MIAM[DADE MIAMI-RADE COUNTY raw 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.gayleconemy Lawson Industries,Inc. 8501 NW 90-Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series`IIS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30109, with revision"B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P. E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance 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 thi:4wtirs*NOA shall be*prodded to the user by the manufacturer or its distributors and shall be available for in,;ec�iT it tic;h site at the request of the Building Official. This NOA revises NOA No..12-W27.0jtand rot> Ngof tll epage 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. • •• •• NL OA No.M490$r.47 MIAMI-DADE COUNTY Expiration Dame: Aprit'1'S;2017 11 6 I1A Approval roval Date: November 13,2014 .. ... Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per✓FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and'installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI40-3051,dated 03/23/11, signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, RETI--10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,.MX'toafJttOjigi,.*pW red by Hurricane Engineering & Testing, Inc., Test ReporT-No. 44&V-443251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda; "'P. E 0.:. • ' ' •• (Submitted under previous NDA No. 11-0705.10) • •�• •�• ••• •�• •�• Jaime D.Gascon,P.E. • Product Control Section Supervisor •. NOA No.14-0908,14 . .. . . . . . . .. .• Expiration Date: April 11,2017 Approval Date: November 13,2014 ... . . . . Oft- . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09,revised on 0.7.110 and updated on 01/25/12,signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.43-01.29. 7-issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPo�t.ButpritA RV13 jUteflityer."dated 04/11/13, expiring on 12/11/16. . . . . . . . . . . .. ... .. . . . .. • ••• ••• ••• ••• ••• 3aimeD.Gascon,P.E.^ • • • • • • Product Control Section Supervisor • •• se se •• NOA No.14-0908.14 •• • • Expiration Date: April 11,2017 Approval Date: November 13,2014 • •• •• • • • •• •• Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to-Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5°i Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-30491, HETI-14-3050, HETI-10-3051, HETI- 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-103130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F._Font, P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No..'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01128/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Accetone ONO. 12-01Z7.08jdcsued to Lawson Industries, Inc. for their Series "HS-870C .apiq) Murinum Horizontal.Sliding Window- LMJ.", approved on 03/29n2abd eApilirig brCO44n/17. • ••• ••• ••• ••• ••• Jaime D.Gascon, .• .• •' : Product Control Section Supervisor •i i• • i • i • • i • i• NOA No.14-0908,14 •• • • • Expiration Date: April 11,2017 Approval Date: November 13,2014 • •• •• • • • •• •• ••• • • • 000 • • A AI AAI General Notes: o 1.) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED TO COMPLY WITH THE q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o O VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02, THIS PRODUCT y IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ice^ .4 E 3) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS, ANCHORS ON g~ ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 r7 W z (D.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. _ c A B B1 B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE N W x y ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND n o TO.BE REVIEWED BY BUILDING OFFICIAL. g 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES p a NOTE: X0 TABULATED HEREIN (SEE SHEETS #8, 7, or 8). AND FOR USE WITH DOUBLE GLAZE z zP 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). a 2)FOR VERTICAL CROSS-SECTION DETAILS 'A, At, 8, &DO REFER TO SHEET /3 8. WINDOWS WITH GLASS TYPES "A, C. OR G° INSTALLED ABOVE SOFT. O �+ 3) FOR HORIZONTAL CROSS-SECTION DETAIIS "C, D. & E"REFER TO SHEET /4 ) i z 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. O • 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. U �i • 8. SEE SHEET 9 FOR GLASS TYPES. E 0000 • Ell 9) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. ~ v N CA • •• 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL.-LITE "XOX" WINDOWS. r N o a ••• �\ • • 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" W[NDOWS. C/ 1 4 O12.) FOR OPTIONAL. FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 11•• �\,• 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE••• E �, D E 14.) WOOD BUCKS IN CONTACT WITH CONCRETE.MUST BE PRESSURE TREATED AND ANCHORED co (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET y3, 4 & 6 FOR DETAILS• � • • & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER••• 24 SECTION 11.3.3.3.15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. • 18.) SEE SHEET N 5 FOR MUILION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED •:••• XOX -Tigua� Idte (1/'1-1/3-1/3) WINDOWS USING A MIAMI-RADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT T THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE •NOTES: • • • • 1 REFER TO SHEET 2 Cif 10 FOR RYSTAUA7ION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. i' g 2J SIR VERTIC t gQSj-4ECTION DETAILS "A,Al, B, &Bl"REFER TO SHEET N3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE •••3) FOR HOR1ZO '&XL CROSS-SECTION DETAILS 'D, & E"REFER TO SHEET#5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. v A Al 5 y p ®s Ed DB Bl E N "" XOX -- Un-Equal Lite (1/4_1/2-1/4) i�"`"0 w NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. P1tODUC1•ItGVISED ~ 1 2) FOR VERTICAL CROSS-SECTION DETAILS A, A1, B. & B1' REFER TO SHEET #3 a9.mpIyiogcd(hf FiorW& A f' v, 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E"REFER TO SHEET /5 building Code ��1'4 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Dy o No OZ °• 'd°°°Illll't; oa —8700 HORIZONTAL SLIDING IMPACT WINDO ty6`° SERIES APPROVED ELEVATIONS diaml odc Produel Comrol Fa TEST UNIT SIZE: 11l"X 83" +k 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74"X 03` 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH y O i (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)0 AT FRAME HEAD TWO ADDITIONAL ANCHORAIL RS r>; (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD IF OP ABOVE 70.0 REWIRED AT MEETING ABOVE (B) 30 AT EA. FRAME SILL O Al FOR(NITS V1TN DP ABOVE (8)8 AT 6A.FRAME SILL FOR IMIIS (4 DP ABOVE 0 A 1 +/-70PSF<4 TOTAL) (0 AT FRAME SILL IF DP ABOVE 70.0) A Al •/-70PSP q TOTAL) e O A •�¢�, (14 AT FRAME SILL IF DP ABOVE 70.0) (C)0 AT EA.FRAME JAMB 5' y (C) 6 AT 6A. FRAME JAMB Q)�: �C. u.�N 4"�- (WJiJ � -SEE GENERAL NOTE b5& F4- r(µy114o� 4 V2 4 wMi rya E., o .SEE GENERAL NOTE M3 & F4. �� AT (n 4 C) CJ ~ -- s• VIM .. s'A`i coRHvvs) 0 a_ CA rnG� w. A 3,1 n ; y r4 a e 13 v4•QC. F 13 1/4'O.G i r o o x ,{! 1/4'MC. W / " '►- /t-=.° 1/4 D.a a o p1 j = // E // a e� o29 ' } c=c�1ic_ / ' 13 1/I•D.C. a W fl 13 1/4.O.C. z • • 06. •• a • • • p 6 ; ) 13 1/4'DC • •••• • • B B1 5 ii � 13]/4'O.C. B B1 � • • •••••• __ -, ts •••••• • • - r C Q'.. • S' 9• �W a. 0 O • a x • •• • ANCHOR b"s,•• ANCHOR NOTES. 0O •••••• EXT 6 INT. ALSF COLONIAL Cp. • • • L SANE�pylTjpygS►PACING AT HEAD t SILL MUN SIM,LI MPDLSEO V/ L SANE ANCHOR SPACING AT NEAR t SILL EXT. NAREF APPLIED W/AL Ei V ••••• • •• 2.�T OF�EI7NG kATOD I�FSR UN TS V1TH DRS AVAiUHI l7PTtRONAI. 2 AT MEE TWO LNG RAILS OR UNITSITI NALWVIITH V/SILICONE AND ARE y • DP ABOVE+70P.&F/-75PSF<4 TOTAU DP ABOVE-/-70PSF(4 TOTAL) AVAILABLE AS OPTIONAL. ] ••••• •••• •••• .N X„ WINDOW-EQUAL LITE 1W ) N W U x •••• G"SLTVERTILAI CROSS-SECTION DETAILS'A,AI,B,t BI'AT SHECT 113 I��T ! • 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,t E'AT SHEET t5 NOTES, "�X" REVERSED ) y INST SIZE: all X 83 1.SEE VERTICAL CROSS-SECTION DETAILS'A,At,B,%Bi'AT SHEET 43 H �I' ON FASTENEW # • • Ill' OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D.t E'AT SHEET 114 (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH •4od•Lt•FRAME HEAD•IF Df ABOVE •%.� TWO ADDITIONAL ANCHORS (6) 10 AT EA. FRAIRE g<t • REWIRED AT MEETING RAILS 114 AT FRAME SII.t IF D$ ABOVE Tap) ' • A Al ,, 170PSF,ITTOTAL> E --{g• SERIES-8700 HORIZONTAL SLIDING WINDOW g (t) 6 AT�`. FRAME JAMB • • 7�.c.ji •*5 EMMERAL T(<)%Ro#9"#4. T FLANGE FRAME ELEVATIONS — L.M I. g ruw O.L O.WI4 ..O �dh o 24 13 1/4'OC, r 1�. n n ==z4, i // E 1/4'au z x W p �/?s• i B 81 ' 1 G.C. r. O S' —L PRODUCT REVISED ANCHOR NOTES ` , ' ' Os o0mplyioB will the Florida I.SAME ANCHOR SPACING Al HEAD t SRAT� E%T.t INT.FALSE CA.ONIAL HIWRNS�iRE DuOdi°g Code O�' APPLIED V/SIL[CON AND ARE AVAILA E Y! 2.TVO ADDITIONAL ANCHORS REWIRED AS OPTIONAL. AaeplOnca NO (7,•• N MEETING RAILS FOR UNITS WITH DP • 1 AWVE�70PSF/ -73PSF<4 H UP "XOX'• WINDOW - UN--EQUAL LITE ° �Cbnt-1 4NOTESi SEE VERTICAL CROSS-SECTION DETAILS'A,At,B,t B1'AT SHEET t3By2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,t E•AT SHEET e5 dlal0l adv` Fa 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET k2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET k2 y FOR MAX. FASTENER SPACING) 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) a 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. 0 0 1 I/8' MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED "' r : 'a C q EDGE DISTANCE 7. n a0 y O BY THE GLAZING SYSTEM o n M x.. Z 0. 1 J4' MIN. A. t3 {c „j.:;. •a ° v a. eEMBEDMENJ', d x„ 2X o W O •, 3i 0 Kv,`�;.>u....,;.a:• ti 1' MIN. ` Z o y o :�:i•�,'<,: r. ,:� ^.• EDGE ANCE :. z o yzyy ! 1/4'MAX. 1 1 1/4' EXTERIOR GRADE 12 ' SHIN SPACE 9% '� 2X (MIN. DED.) O o PERIMETER CAULKING (TYP.) ' N 1 T.1 3 a 0;;O� e U • ••• + p rn • • _N O • • 11 •„ li I EXT.GRADE PERIMETER ,.1/'4'MAX. ® �. a • • •• A • • ; p ;; CAULKING NOT BY SHIM SPACE 0' O U • • •• •• 14 ;' 15 ;, ;� 'i & LAVSON INDUSTRIES', • in TO BE APPLIED BY OTHERS (TYP.) ••••• • • • • , I 1 (TYP.) DO 1 n N O U • •• • ••i� • ii i I' �' (~ • Ts •• •• • • • • CLEAR SILICONE ADHESIVE EXTERIOR { i` • •♦ • •• ••• • BEDDING COMPOUND i j INTERIOR w •• x p •�• ° • _ •• 34 Al j I j p1(TEINTERIOR u ii j w t, • I j' ALTERNATE DETAIL • < • • LAMINATED GLASSffl w� cu •i••• • • •y,• ° •••• • WOOD FRAME INSTALLATION DETAIL •gym a • I •• • •• • • 14 i I ii $ •p••s LL 6 • I •V► • � • � !� � WINDOW INsTSI.•ATION NOTES. � z • i I; 27 i� ti i i, I. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. it I 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28 SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) g ii 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO APPLIED WITH SILICONE g a° SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 114, 45, 6 46, BY OTHERS (TYP.) I 2 ! • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR . 26 28 10 9 32 13 MASONRY 13 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. TRADE— 1 131ANCHORS TO BE N12 SMS OR W11 SCREWS INTO WOOD, OREXTERIOR ._ '`�:•.ji,iii}' EXT. GRADE _ 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., PERIMETER CAULKING CAULK -`"' '-`'- WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR OCj 4% :... ... -- CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •••� 6 ^, A 1/4.' MAX. a A . - d a d ..1M'MAX. �.. •N•... O C�. . . oIN SPACE SH1M SPACE a °' e °' m(TYP.) W d-1 1/4' MIN. (TYP.) a d'- •1 1/4' MIN. -': w N EMBEDMENT ". a q EMBEDMENT °4 PRODUCT ° a.a • 9- ad•. o ding CdVi�The Fiortta° % d 4 4ABceoNaO q 1 1/8' MIN. 0� A •'. 14 04 41 •. _. EDGE DISTANC OPSIONAL SILL INSTALLATION DETAIL AT "XO or OX" n�41aa11 ud CoNro1 A ' | WINDOW # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED K� (SEE ELEVATION AT SHEET #2 A FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE PT. WOOD BUCKS q a 1/4'MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS r f e. n'o h o SHIM SPACE 1/4'MAX. ip •� �" � '. (TYP.> 33 EXTERIOR SHIM SPACE '• to ao 10 L7 d o (TYP.) 7 17 e 5 27 IV TAPCON W/ 1 1/4' z r R w d MN. EMBEDMENT INTO CONC, c .(SEE ELEVATION AT SHEET #2 n W= 14 a . FOR 12 MAX. FASTENER SPACING) ao 1/4' IN. _ 1; _ 1 1/4' MIN, p O MBEDM T 17 8 18 s- ' "MBEDMEN CL ---- -- - --- ------------------ Q..A a 1 1/8' MIN. bUyEX -- '--- . EDGE DISTANCE ®N � Z S rA0 4 EXT. GRADE EXT. GRADE �\ CAULK CAULK •• ••O • •• �) j O -:^.�`,'.., W •,"� p O • •••• • • 00 ••• • • • • WINDOW FRAME BUCK WIDTH • •• •••••• WINDOW FRAME FLANGE WIDTH •••• -- • • "XOX" WINDOW EQUAL AND UN-EQUAL LITE00000 0000 g • • • • • ••4INDOW INS f�TION NUTES:••• m ••••L J"E WD*�RAMF•FLANGE.TQ$Ir&VK-BEDDED W/ AN EXT, .B GRADE COLILK TSHRWGHIIUT THE ENTIRE PERIMETER DF FLANGE • BY WINDOW INST&IIER (TYPO •• g '" • 2. THE EXPOSED EXT. PERIMETOR M THE•WINDOW FRAME TO m ••••••BE SEALED W/ AN•APPROV£DOEXTERIQR GRADE CAULK $ $ BY OTHEFFS*(T1T�f z° r z a •WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR y MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR WITH TA PM NIMUMr13FP1 1 4' PENETRATION EINiS INTO C O WOOD OR �, CONC. (REFER i0 LOAD TABLES FOR pUANTITIES REQUIRED) 0; E?r'' O ul wr PRODUCT RGVISfiD ..Cf:. as cmrr..... willr Ou Florida �.�� Q. c� Oaildin# Aeceytaaco No �A ..... [� warm Tio ctConcrol �d DESIGN L OAD CAPA CITY PS -OX or XOW/NDOWS # # +/-Pressures c WINDOW Jamb H&S Glass T e"R' '2 Glass Type"B" "2 Glass Type"C" "2 Glass Ty 2 Glass Type"E" (*3) Glass T "F" '3 0 0 WIDTH HEIGHT Anchors Anchors +psf -psf +psf -psf +psf -psf +psf -psf +psf - sf +psf -psf e 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 80.0M a0 `� n E., O o 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 c v ¢ "o S 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 0&' 'A • 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 4 v -• 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 i 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 -0 0 o rot 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 i a ! $ 48 36 3 6 1 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 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 z z o 72 36 3 6 65.0 65.0 65.0 65.0 X0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 24 48 4 4 65.0 65.0 65.0 65,0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 7 a r. 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 60.0 48 48 4 6 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ® d zo { 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N F 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 C/IU} o o S 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 x 48 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 W' • 60 80•• 5 • •b• 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 r. A 60 • 5 • 6• 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - m • . 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 x 37 26 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 53.125 26 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 • • • • 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 38. 75 4 65. 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 S ••3ri675 • 4 0 0•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 $ 53.1.25 37 • 4 0 0 0& 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � g • 010 38.315 4 **o A• 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 f 2 50,625 5 • 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 %,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 d 5 125 16125_ 5 • * (To 65.0 65.0 1 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 .•A* 50-625 • 5 • 8 0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 F 26.5 58 • 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z' 53.125 58 5 6 65.0 65.0 65.0 6&0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 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 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ��a#na 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 g..,...•••..,Sry�'r,� 74 63 6 8 65.0 65.0 65.0 65.0 65:0 70.0 - - - - - - G.•, fi\• 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ascomplyiuBwididw 3' Notes 1 1. 2) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW 3uiMInOCoda L RISER OPTIONAL (WINDOWS WITH GLASS TYPES -A, B, C. & D-) cccPlnnn y AP IED WITH SILICONE •:' 1 1 .';' 3J SLGI WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP /r �� \ DR DP ABOVE +70.0 PSF ) Q /' i/� \� , (WINDOWS WITH GLASS TYPES -E, & F") AND +80.0 DP MAX. �\ �� I (+80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) a ,,,��lrtlrr•F,01+,x. 4.) WINDOWS WITH GLASS TYPES 'A, C, OR G" INSTALLED ABOVE SOFT. .q IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 91 ]m A DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Un-Equal Lite 1/4-1/2-1/4 +/-Pressures s m 3 Glass T "G" *2FRAME SIZE c A" " WIDTH HEIGHT Anchors Anchors +psf -psf I +psf -psf +1vSf -Dsf +DO -psf +Psf -Dsf +vsf -psf a 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 M oOo y 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 38 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ^a C 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 75.0a o G x 108 24 3 11 80.0 80.0 80.0 80.0 5.0 75.0 65.0 75.0 52.0 52.0 65.0 75. ;-!S o 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 z 0c 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'a 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 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 a o 108 36 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C $ 60 48 4 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 j 72 48 4 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 a 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 ll 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H z 60 60 5 7 52.0 52.0 5.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N L) U 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t^ o 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4/ w 96 060 05 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N z 10& 60•• 5 • •• 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , o ••Tb 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 38.41"9 0 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 a 4 50,925 4 • P 97 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 74 580 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •••7il• 6Z• • 5 • ••7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 3 .• •••9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 '09.5 38.17-5 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 8 5Q 625, • 4 • 09 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 79 5 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z; 9.L 63• 5 •• 10009 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 26• • 3 ••pee4l 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52A 65.0 75.0 •106.25 3e. 75' • 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 06.25 50.625 4 • Al 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r . •?".25 5 1 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 68 • 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 z 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65,0 75.0a 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 1152.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - 52.0 52.0 65.0 75.0 65.0 ODtXf KhV-0SwmdieFlorida 5.0 1 52.052.0 65.0 75.0 ,0 +�#""�'� Bwlding Codo 08.1.-.• . y,•b••'=}" ncmpumce No {, lu N O ...A '. NotesIJ 4 l SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. p 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOWCIS�� a paEdutl ?.0 'IS uI (WINDOWS WITH GLASS TYPES "A, B, C, & D') i�� S LL RISER - OPTIONAL W Con �e 3) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP /.�' ��" ��' t I APPLIED WITH SILICONE f7��j Z 4r (WINDOWS WITH GLASS TYPES 'T, & F") AND +80.0 DP MAX. �� ; I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 2 (+80.0 DP MAX.) ti I � WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT, IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 6 XOX - _ DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-113-113) +/-Pressures(psf) a -.FRAME SIZE #Jamb #H rIi 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) WIDTH HEIGHT Anchors Anchors +psf - st + psf -psf +psf -psf +psf -psf +psf -psf +psf -psf M00y 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 "' v 0, 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 a 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 a, 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 65.0 75.0 z Z c x d 72 36 1 3 9 70.0 1 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 913 a 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 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 j c� 0 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 00 60 60 5 7 - - 52.0 52.0 1 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F 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 0 0 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 ® o to 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 �W x s 53.125 5 .6 J 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 o x 53.115 980• 5 • ***6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.04 co N o 53.1#5 63 • 5 • 06 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 (n 9• N 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 A x • 74 38,3T5 4 •• •••9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••*Me 50.6E5 • 4 • 1 ••9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••.7r1. % • 5 •• *Ogg - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S w 600144 68• • 5 • •• 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � 79.6 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 0 till 38.345 4 •• 0009 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75. .•I9 6 50.CZ5 • 4 •• •••9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 b r •79.5 • 5 • •• 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ..Z�S 0 63 • 5 • •9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ $ 84 • 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 , x �° 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 I 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75. < 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52,0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ♦,♦��,,,,,,,�t�� 1'RODUCTRIiV19liD ♦♦♦ # li��"Je,,, av 000�yheg wkk ft Pk d" 5.,,••••••••,,'bj;•�a. NOt('S (*�: 1.) SEE SHEET H FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. AaepWnceNo•/�al7r'f`�'-l-el��-/J/O8•%, APPLIED J� N E on LLL�� 7. O O�' 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW L �� f (WINDOWS WITH GLASS TYPES "A, B. C, & D") �� / dienubadcProduct nitul SILL RISER - OPTIONAL * p 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \� /�" WITH SILICONE o „; (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAX. �� I 1 FOR DP ABOVE +70,0 PSF Z ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON t� 1\ 2 !I (+80.0 DP MAX.) 'ti•, fie'' WINDOWS WITH DP ABOVE 70.0. SEE ELEVATION AT SHEET 2 OF 10 �\ �'••* 'PE{♦♦♦ 4.) WINDOWS WITH GLASS TYPES -A, C, OR G" INSTALLED ABOVE 3OFT. �ttH pitlltt�♦ IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL. BE TEMPERED. XOX -Eyy,�i Lite A u N 12 X 3/4'S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS J3 Tg ALUMINUM MULLION--- FLAT HEAD,PHILLIPS ' SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET/2 1TFJE / PART f REQD. DESCRIPTION REMAKES C -34 MULLION TYPE, SIZE AND NA%. FOR 140.FASTENER SPACING AND •SILICONE OPTIONS', DESIGN PRESSURE LIMITATIONS. _-__- DP TABLES FOR QUANTITY) L L-7703 1 FRAME HEAD 6063-T6 ALUMINUM p q - DOW CORNING a99 (ALUM. 0.078•MIN. THICK) ----- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 'D h SCHNEE-MCMHEAD 3731 ro `� _ TRENCO SPECTRUM a 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM_ M U GLAZING DEPTH NOTE: THELOWNDOW MUPRESSURES L SHALL GOVERN INTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUMTHE N o V o IAMINATBD OW99 COYPo9ITLON - .'PH B 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM o s.-. q a OI p WI NEM CLAN BDSCRO'ISON ORALL lAMO4ATa EawasuPt10N _ _ 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM ve•ANNEALED GLASS -"-� "-T1' yµtEX/KEEPSAFE 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM Z R a 0,090•PLASTIC INTI:: =. 1 p "�t DY,B0.UTIA' 3 1/8'AaaiEALEn GLASS ADN J 8 1-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM Z NATE GLASS COMPOSITION - E D 9 L-8702 I FRAME SILL TRACK 6063-T5 ALUMINUM to 3 a k OnLAMI k- t0 [-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM � � Wo EM GIABS DnCRR•'fWN DRAG IAIONA76 DDnCRRT[0 k I 1 1/8'HEAT-SYRENGHTENED GLASS __ _ ---------'-'---- i1 L-7708 AS REO'D. GLAZING HEAD< 3/8' ) 6063-75 ALUMINUM a WTACI7E PVD -'-", 2 0.090'PLASTIC INTERLAYER ---- - Dy.•BUPONY 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS B8 X 3/4' P.H.PHILLIPS ¢hm1 3 1/e'KAT-vRENGHTENED GLASS ' EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REGO. INSTALLATION SCREWS 814 SMS F.H./PHIL. �yy O G .3 PERIMETER CAIAKSNG 14 L-7531 AS REO'D, VINYL BULB 1/4' DIA, BULB N3033 S LAMINATED GLASS COMPOSITION -TYPE E EXTERIOR p IT9t OURe 0tlacaeTltm DDT1D. IAUMTS DL9CRIPISON EI 2 FR MU.LING DETAIL 15 PWS-003 AS REO'0. FIN SEAL WEATHERSTRIP .187' w x .230• h I V8'KAT-SnxNGHTENED GLASS 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187 w x .350' h r4 SAFLEX/REEPSAfE a 2 0.090'PLASTIC INTERLAYER -_..� Dy,'-11W 17 PvS-OD9 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .310'h ® tr 3 l/e•HEAT-STREHGNtENED GLAss Asa•- 18 L-7711 AS REO'M GLAZING BEAD( INSULATED) 6063-T5 ALUMINUM N O a 44 LAMINA ED GLASS COMPOSITION -TYPE F SEE MULLION APPROVALS FOR 19 PVS-001 AS REO'D. PILE 8 GLAZING DEAD 187' w x .150'h E- MULLION TYPE,SIZE AND MAX. '-- f1.a1i Guar Das O ORAD. L"C"Ta DDSCRIPTION DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REO'D, SILL RISER ADAPTER 6063-T5 ALUM: OPTIONAL �Tyy c 1 VB'ANNEKEI•GLAaB • ____=__� NOTE: THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM P'I Far O BUTACITE PVD THE WINDOW OR MULL SHALL GOVERN 2 O.11a•PlAsrlc 11lR (!k - _- = ny,•1XIPONT' 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON AWIEAI.ED GLASS °T'r _1/4' cl SHIM (SEE / 12 ELEVATION X I HEFT11V L (SEE EIEVATX)N AT SHEET/2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL ••••• •,9 18• • INTERIOR FOR MAX.FASTENER SPACING) 24 ■ 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM • 000000 25 FS-041 2 SILL RAIL ASSEMBLY SCREW R8 X 2 1/4' P.H./PHIL. ~ • • •• 26.1 HC-044-1 2 WEEP FLAP !. BAFFLE ■ •••'D• • • 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD t/2' X 1/2' X 2' L. ••••• u DwwCGIOUNc e99 27 HC-040-1 2 SASH ROLLER 6 HOUSING ■ • aRCKAD 2731 C '• 00000 J3 abR7,�. • •Tt2Y1EbCtauN 2 28 HC-026-1 1 SCREEN FRAME 6 MESH • GLA PTH qui INSULATE LAMINATE GLA39 COMPOSITION TYPE A 29 R I ATTACHMENT SCREW 8 CLIP MO X 5/8' S.D.S. r n tl'al DyTgN •• R4A1! wm+ATa DDacRDmON 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON c �� 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL u v 7 ANNEALED :-1 ' .090'PLASTIC yHTERL ER m Lr SAFLCX PWD PERIMETER-- WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM • 1/8'ANNEALED NTERGIIIAS •• By,'SOLUTIM SEALANT 1.ALL STEEL IN CONTACT WITH 33 ■ 2 LAMINATED GLASS See DetA119 Q L.H.of sheet 9 w •4 I/4•ANNEALED AIR SPACE _ - EXTERIOR ALUM.TO BE PAINTED OR PLATED. 2.METAL STRUCTURES: 34 ■ AS REO'D. GLAZING SILICONE See Detulls 2L.M.of sheet 9 $ / ANNEALED °°' A)STEEL: Fy -36 KSI MIN. (STEEL 18 GA. MIN.THICK -0.0487 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM �I z z INSULATED LAMINATED GLASS COMPOSITION TYPE C B)ALUMINUM :6063-T5 MIN. 36 SM-5501 AS REO'D. JOINT SEALANT ■ � ETDY CLASS DDDCRTPTION DDrAD. IAIeUTa DESCRIPTION (ALUM.0.078'MIN.THICK) 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL ? ' 1 1/8'ANNEALED GLASS - ----__1 E1 METAL STRUCTURE ATTACHMENT DETAIL 2 Cote,MASTIC INTERLAYER @ LV PVD 3 1/8'ANNEALED GLASS ___ By,'DUPONT- A 4 1/4'INSULATED AIR SPACE 3 I/W ANNEALED GLASS 0U ._ °�°• ,```,,t*I11�•03�!!!J• INSULATED LAMINATED GLASS COMPOSITION TYPE G y; ++++••'•.��T•'A+ ] CUMDIBCAQ'140N DRQ IAIBIsi6 D88CRIPRION + N R. A:% 191 •''YV�M 1 1/8'KAT-SUENGMTENED GLASSN 2 0.090'PLASTIC INTERLAYER i/r PVa D 3 1/8'NEAT-S7RENGHTENED GLASS ''=' ''=- _ p'DUPONT [ ' PRODUCT REMISED 4 1/4'INSULATED AIR SPACE S 1/8•ANNEALED GLASS(p �^' Ds coRIPIYAIg wide the FiorWa Building COdD Q� A �,r-:)�� (A)WINDOWS WITH GLASS TYPES'A,C,OR D•INSTALLED ADOVE 30FT. COttp11a1C0 NO .L • rL�r�-3v IN THE HVHZ,THE I.G.EXTERIOR LITE SHALL BE TEMPEREC f !lOZfllil Ilnttt� E GLAZING DETAILS AND OPTIONS FRAME HEAD FRAME FIXED JAMB SILL TRACK EB6YE`JAI� L-7703 "—�� L-7701 L-6702 ' O FRAME TOP CORNER o q 7 .06n M� y F o L —lees— a a U o K n a o Fb43 b�4 ;O u' •37.7 F v SILL RETAINING CLIP 1 W w ADM I L-8705 '� i C7 a E.651 FRAUEE urs p G q N 1 O y[N[FOV IUJL wsa ti o ^IA39� FRAME JAMB 0 FRAME SILL FRAME VENT JAMB h L-8701 L-8703 j---eam I 0 FRAME BOTTOM CORNER FRiuF MEFIW[i Rut � VENT TOP CORNER e374 VENT SPRING LATCH f..,E SOL b N —D6e �DaE L-753201 9 U 3 cFNr a x .•• • . \ O :... • • • sz3s E' m •••••• VFNT LfY`K R.IL � � ••.••• • — .698 • • • •00 • X750-- •• •• •.• 6 j{�jjJ�ERLOCK R9W • • 411WED MEETING RAIL @ L-7706 • • • • L-YT04 VENT TOP/BOTTOM RAIL j 5 w 3g " • •• • •• L-7707 1 i O « • • I FRAME SILL / MEETING RAIL FRAMF SKF AiE O VENT ROTTDY RAM. N •• • • tD68• •• em t137 YECII_6SLT[OM CORNER r•:�� Q$y yg 000000 0 .070 • • ISO z z 1.I6s FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L87706 L-8630 L 11 R GLAZING BEAD L-8708 O32 GLAZING BEAD 0 O L-7708 18 20 NO 11O 0,r Ies91 1N17 W 2 L- 1 r 1'150 _ 8 •050 850 •030 T PRODUCTRb'ViSBD �� as umplying wish Iha Florida N 3.794 1 Bailding PMda QQ ��{ ,. � JIM_� .773-+I .773 —.OSO i] •11111111110\\\` d Y_ .dinm{ o uq Contro F] MIAMI•D E AIIAAII—DADS COUNTY 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) ivWw.miamidade.Qov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER_ ProductControl Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 9200"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami--Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large 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 dates may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done itr its entirety. INSPECTION: A copy of this entire NQA 4au ae provided tp.the user by the manufacturer or its distributors and shall be available for ins pec tion a:thf ol3 srle at 3hdrequest of the Building Official. This NOA revises NOA No. 13-1217.22 a9rd*onsa i of tori;*PQ *ge%and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. .. .. DrA'ffo"1'4'0908-29� MIAMI DAD,CQUPI rY iy yd ' ' ' ' ' Expiration Date: Morel- r�0 `20T9 . •.• Approval Date: November27,2014 S Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subfnitted under NOA No. 08-1020.08) 2. Drawing No.L3200-0801., Sheets 01 through 07 of 07,titled"Series: 3200 Outswing Impact Casement Window",dated 07/27/08,with revision"C"dated 08125/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HE,ETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 08-1020.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and 'installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-082099B, 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. (Subinitted under NOA No. 08---1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09,signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlns®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No.X.Qj2j.2,7 iVue�#p E�>j.DuPont DeNemours & Co.,Inc. for their"DuPont Butaoite®PVH PublrPaye ...r.'dated 04/11/13, expiring on 12/11/16. .. . . • •.• •.• ••• ••• ••• Jaime D.Gascon,P.L Product Control Section-Supervisor ' NOA No.14-0908.20 . .. . . . . . . .. ' Expiration Date: March 04,2019 Approval Date: November 27,20I4 . . . . . . . . . . . .. .. . . • •• .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coNnNuED) 3. Notice of Acceptance No. 144423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass InterIayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBG-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos,P. E. (Submitter]under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10/08, HETI-08-209911, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, dated 07/10/08, HETI 08-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, HETI-08 2105, dated 07110/08, HETI-082106, dated 07/10/08, HETI--08---2125, dated 07/10/08 and HETI-08 2131B, dated 07/10/08, all issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series "3200 Outswing Aluminium Casement Window - L.M.I.", approved on 03/06/14 and expiring on 03/04/19. .. ... . . . . . .. .. ... .. . . . .. }; . ... ... ... ... . Jaime D.Gascon,P.E. . . • • • Product Control Section Supervisor •• NOA No.14-0908.20 . .. . . . . . . .. •• Expiration Date: March 04,2019 FApproval Date: November 27,2014 ... . Ti i• ••• • • ..• • . . .•. • . ANCHORS, t2 t 2• (A) 3 AT FRAME HEAD (MAX. ANCHOR CLUSTER (C) 3 AT FRAME SILL 8' —ANCHOR CLUSTER (D) 5 AT EA. FRAME JAMB,\ Al (MAx, �PICAL ANCHORS- SEE DETAIL #4 AT ANCHORS SEE DETAIL #4 AT CORNERS) SHEET 7 OF 7 SHEET 7 OF 7 (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL) (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL.) —IO (C) 6 AT FRAME SILL (C) 6 AT FRAME SILL El ui AT EA. FRAME. JAMB �A�ALL (D) 4 AT EA. FRAME JAMB! 8" 39 A2 (MAX. CORNERS) 38 ; A Al I( aCT dN'ERs) 8 36 N Mo. D.L.D., th I (� y (t"^^•11 L__ • , !' I Al ( A AI \ S S 8" i p .. c ............... ....,.:.--- a -'Rd ar- '.O.WidR ; , _ i 36 I d 11 ~ - .pp. ... e 4 i II I b F o / t Brx ck l lal .. i z n , 36 0 \ S{ ` Id epo $ N� �lOe �y ^ S4 A ! O ! u IIII 7� B 131 • *0000:: 8• 25 C. I 8' ( -� 4' B' 1 1 fixed BrOeket I1 8' -(4' 4' •rtuL+7�,tfr.EFALSE APP IEO&NIAL ( .�D V/ • I B (wx 25'OC, .) I al 8" from end. •) B NAx.1,�_r 2•0 . �W SILICONE AND ARE • •E7' - —��111111 7A' (TYP-of oil Fixed 74• RVAILABLE AS OPTIONAL. iT2AME WIDTH WINDOW FRAME WIDTH Lite Corners) WINDOW FRAME WIDTH •••••• •• • "Ys'•ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION ExT.6 INT.FALSE COLONIAL • • •(UMITED%O LEADS ON SHEET 5 OF 7) LIMITED TO LOADS ON SHEET 6 OF 7 (LIMITED TO LOADS ON SHEET 6 OF 7 NONTINS ARE APPLIED W/ ••••• • •• •••••• ( ) ) W/SILICONE AND ARE AVAILABLE AS OPTIONAL. ••••• •• •••. SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS •General Notes:•: •••••• • a WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR •1.) THISD WINDOW SYSTEM IS DES1GII19D•ANO*TESTED TO COMPLY WITH THE MASONRY 13 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. XyC1REMENTS OF THE 2014. FLORIDA BUILDING CODE INCLUDING HIGH ••• CITY HU'kgd1(?AyyE ONE (HMI ft0ASTM 1300-90. THIS PRODUCT ANCHORS NOTE; ••IS IMPACT HESJA4TA ; NO DOFF NO;gEQUIRE SHUTTERS. ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, DR t.tIX or 2 X WOOD BUCKS SHALIPBDINS'MLLED AND ANCHORED SO THAT THE • OftIANG RE I�T9 THIS SUPERIMPOSED IIOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., REQUIREMF,N •A+•�A:0 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCT REVISED ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND "I complyh1gwith 41w lorkb TO BE REVIEWED BY BUILDING OFFICIAL. Uutl1106 Coll 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. AcccptnacvNo II V GG 6.) SEE SHEET b5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR /•t MAX. DESIGN PRESSURES. 1Y =- 7.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED N41nr,:It?mld l'rvduct Conitol (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET //2 FOR DETAIL& NOTES) TH 0 Br. Rn/NR.Nelms d ■Tp�',Q T'�® ]A T PROF893] L ENGIN%ER- A.R.rh.d to Co w/2010 IBC ....LL/(-/D1M1q I ,Y/ 1 yYV// 8501 N.W.90 ST. BJ MATERIALS INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO FL /66226 MEDLEY,FLORIDA 33166 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS R.R.—I and R.W..to.hoot 5&8 of 7 INDUS I INC. PH No. (305)698-8880 OF 2014 FLORIDA BUILDING CODE SECTION 2003.0.4 AND/OR SECTION 2326.2 •;, C.ReNand to Com w 2014 fDC AGNUTACfORSR OF QUALITY ALUMINUM WINDOWS An CLASS DOORS 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE ;+/ - ----- Or.w LYau: Purl Claw Prod c.fap.ry: JMra=h" 'L '= 10.) FRAME SILL ANCHOR CUPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME NOA AS4DI 3200 oe-•1 AND TO BE LOCATED WITHIN A +/- 1/2"TOLERANCE. r " _A'w"�" o.e.0 /Oe Series: 3200 Outswin Impact Casement Window TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. N. ERAZO P tL) SEF, SHEET# 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. _ R.w.e ea aal.R.wra GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) :�if N.LRAZO ___ 08/26/14 _ 12.) EXT. & INT.FALSE COIDNIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/ SILICONE '' :'',Z .� R• G•+o C de .' P'ag-Aa GSEIAE�NIsz00-o8N0A-ot Rro-"0 xrm/�L3200-0801 1 OF 7 DATE___ 1 3/32' ALL P.T, WOOD BUCKS +5/32' N 14 S.M.S. or WD. SCREW ° 1/4' TAPCONS W/ EWE ENGINEERED SEPARATELY EDGE --- 1 1/4` MIN. CONIC. DISTANCE & TO BE REVIEWED DISTANCE t I/4' MIN, WOOD EMBED o' , EMBEDMENT EDGE „c.(a -DISTANCE BLDG, OFFICIAL (TYP. ?•',i °..• v v °, ° ° ALL WOOD BUCKS 43° ENGINEERED SEPARATELY +•,Y,;, o ° - 47 1 1/°" STUCCO • i,:;Y•;:'n. - & TO BE REVIEWED (tart.EIDEO.) :i:�.0 . -- __-- (BY OTHERS) =,1?`, ia�,'y- 43 BLDG. OFFICIAL CTYPJ STUCCO .'tt; .. ' ° ' METAL LATH 43 I 1 4' (BY OTHERS) ��t. °'•. v''� o' d• ° & STUCCO 47 50 47 / r.?:'::Y y.:"i <BY OTHERS) "t 50 1 1/4. _ (MIN.EMBFOJ 2X WOOD BUCK ,a.y >;�If :.ii• (MAN.EMBED. ANCHORED TO CONIC. .•`!4, "-:---- I/4' MAX, �:+`. {5y'•Y TO BE P.T. CTYPJ SHIM SPACE ';+" �' —1 PERIM. CAl1LKING BY OTHERS 1 — 2X WOOD 15 17 CTYPJ -" 77 EXTERIOR GRADE - 17 BUCK (TYP, PERIMETER CAULKING 1/4' MAX. 15 BY OTHERS — ALL WOOD FRAMING SHIM SPACE j CTYPJ 1 ENGINEERED SEPARATELY 24 ' Al 15 1 & TO BE REVIEWED A2 1 BLDG. OFFICIAL (TYP.) 22 23 17 11 A 16 16 16 18 18 r ----- 21 18 42 4z 49 • •• ? 1?. 16 48 _ _ • w •••• •• EXTERIOR �I 1 INTERIOR = EXTERIOR r INTERIOR a = • EXTERID it INTERIOR _ _ •0060• 13 t 14 51 w i 13 14 51 •• • • • GLASS P 0 '44 12 16 48 ••• 13 a 12 16 48 1 18 42 49 •• • �p 30 a •• • 06 25 21 i 18 21 • l 16 16 16 .. . B 2 - 17 q 0 24 . 27 ••• •�/ 1i • B1 40 17 11 18 40 •0 15 • — 10 15 29 10 29 10 1/4' MAX. ___ 17 SHIM SPACE •••F.XT. GRADE •• _ I/SHIMAX' EXT. GRADE 17 17 PERIN, CAULKR4G • - �_'..,...' r PERIM, CAULKING 15 (TYPJ W - (TYPJ �t t a 22 '23 6 n f 2X WOOD STUCCO ;1'-`••^=`;'..;?, 24° e '� BUCK CTYPJ (MIN.EMBED. A. 1 1/a' 'tf: 50 EXT. GRADE 50 C ) (BY OTHERS) 'd.:, d.: - °' (MIN,EMBED.) a°" PERIM. CAULKING (TYP,) 1 44 44 44 IX or 2X METAL LATH, STUCCO P.T. WD. BUCK 2 3/4•EDGE DISTANCE AND EXTERIOR GRADE `- " 2 3/`EDGE DISTANCE 2 3/4'EDGE DISTANCE SHEATHING (BY OTHERS) T'�H'/T /�!/\yp J/]��t/T TY1 n.v.kr �� , I <J l Y PROPSSH THIP �'HNOI1iERR, A,Ravi ed Io Comp w 2010 F6C • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EL 86824' MEODLEY FLORIDA 33166 11ASONRY I9 LESS THAN 1/0".SHIMS ARE NOT REQUIRED. 6.R—d and Revtston to shed 5&6 of 7 I PH No.(305)696-6660 PRODUCTRUVISCD -"'?L.t •^ C.Revised M Co w/2014 FBC MANU)ACTURHA 01 QUALITY ALUMINUM WINDOWS AND CLASS DOORS I� QRS NOTE: ,a catuplyiut;Ilot IllaFlarwo +w, uAW cw.: n.t cx,.. Paa r:xs.r s wduwo =07f;—,f:A. r. 1'•UIIAl1IE Ciilia �/ [[yy/'S(�• /O Y ^O ANCHORS TO DE N12 SHS OR WD. SCREWS INTO WOOD, OR Acc.•phvlc0 RI0 Lr_ _ /llll�CJj �i :;i D,•,,,, r,x D,,,,,,,. 1/4' TAPCONS or APPROVED CONIC.FASTENERS INTO CONC„ tsllt+At�n7),nc ^-,. _°� �1q _ N. ERAZO 07/e7/06 Series: 3200 011tSWing Impact Casement Window WITH A PItNIDR1H OF I I/4' PENETRATION INTO WOOD OR I RiY1id D+" VERTICAL CROSS-SECTIONS, DETAILS & NOTES CONIC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Ity "' ` - N.ERAZO 06/R6/t4 _ 11a II TATA ) a i Irt L NIIIa1 A' R,N,I•n 1w,P S,M,: Iroduet Ry nn„AlunMr: Drauenp NvmO.° SM.4 DATE_ ._ c GSEMENT3200-D6RDA-01 L3200-0801 ROP 7 STUCCO DVERALL FRAME WIDTH (BY OTHERS) PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH ny;{ 15 18 7 8 18 15Y irt1T WIDTH 7 18 15 3 9 39 3 .•<; v 50 21 12 16 48 j 12 1 b 48 21 a 13 13 W 43 or-GLASS GLASS a 4a .. 3 W y 49 -. V FIXED VENT OPERABLE VENT 1 1 4"— 14 51 - 51-_14 _ < TAPCON (All MBED.) 18 1$ 18 _ , 20 (f 0 (MIN.EMBED.) 42 INTERIOR ° 47 47 17 11 17 16 16 17 L1 16 17 17 4 D1. ALL WOOD BUCKS •ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY 0&4TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) F • OLODE.•OFF ICIAL•TYPJ•• P.T WOOD BUCK NOT BY LAWSON IND. NY��TT Of4RS) !_• OVERALL FRAME WIDTH MUST SUSTAIN IMPOSED LOADS 1/4'MAX. „ ter.;,.Ei `_ • •�PERIMETOR CAU&INGOVERAL-,jl_VENT WIDTH SHtN SPACE ••r,,r�t�'-::<•;;�;;� • -- ��1a��^��+;:.•,'4I; -PERIMETER CAULKING • 3 15 18 •� • •39 AYLIGHT 8 37 1 g 15 3 ••Pf•I•. ..?. .{ • EXTERIOR 36 EXTERIOR %t 21 12 16 4$ 21 '.p: '„'=' 12 16 48 P• GLASS • 33 1!7 ' - 4 '•s •• 34 43 u` S GLASS 43.• ° • i•D -- - - D -- _ 35 0 • OPERABLE VENT - m _ _I 1/4' ♦ CON • - 14 51 __- (MIN. i ED.) e TAPCON 14 51 //•• 18 18 (Af�•fElA18ED.) • • (MIN.IE.ED.) 71 18 35 2 • INTERIOR 2 P 20, o .h 42 42 41 v 47 11 D I INTERIOR A. 17 21 17 16 i 6 17 4 ° 17 LJ 1 17 16 vs RAx1'ftODUC"I"RCVISGD SNM SPAttO ALL WOOD DUCKS 0lildme C-Il rciOr lhu t•IoriAR ENGINEERED SEPARATELY h1M,gt".NI ,� Q/•��.r-jn & TO BE REVIEWED AcrcpunxuNo_ Iipi.a�ou Ua .;CL�• ZO BLDG. OFFICIAL (TYP.) 31 /cQ T/,gyp/T <pAlion�ltl D/7ct�l�cRToAuclControl�- T 6 '26- w�r.Y �1 11L I I iJ 1 PRO 'ENGINRLIt A.R.vi d to Compy w/2010 FDC 8501 N.W.90 5T. • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 66228 ' MEDLEY,FLORIDA 33166 B.R—ml and RM.lon to.haat 5&6 of 7 MASONRY IS LESS THAN 1/8-. SHIMS ARE NOT REQUIRED. �_•� _ � ' PH No.(SOS)898-86E0 `R �� C.R.viaed to C—ply Z 2014 FOC MANUPACTURIR OF QUALITY ALUMINUM WINDORS AND CUSS DOORS ANCHORS NOTE -01 ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR •c "Rrawr Rµ• p.l.O.awry N BL7 N7 1/4' TAPCONSor APPROVED CONC, FASTENERS INTO CONC., "T N. ERAZO 07/A7/o8 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR R.w,a Ry: Mt.ft W,d HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CONC. <REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) .. 'A �- N.BRA7.0 08/26/14 RrN.len Gyre C Sratr+ wvdvrr RUn CA9EMFNf3200-OEIIM-01 pr.Wp womAr..L3200-0901 SAe.r• 0 OP 7 DATE---- - �a 1 r-f. . LAWSON SERIES: 3200 CASEMENT WIND0IY - BILL OF MATERIALS LIST I.AWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM i)DWG. NO, PART NO. QUANTITY DESCRIPTION REMARKS ITEM DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP 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 UI-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 LII-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 6663-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CUP SCREWS #12 X 1 1/?." 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 LII-119 2 VENT BOTTOM RAIL 6063-16 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 UI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L) B L-3004 LII-119 2 VENT SIDE RAIL-LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 Lll-159 AS READ. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 9 L-3003 LN-116 AS REO'D. IN-POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW p8 x 1 1/4" FH./PHIL. SDS 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 11 L-3005 UI-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) TO BE APPLIED BJEHI51 DC-899 AS REDD. GLAZING SEALANT - SILICONE • 12 L-3010 LI1-7708 AS RF.QO. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM WINDOW FLANGE — INSTALLER (TYP,) ^ALL WOOD BUCKS 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS REQO. GLAZING SEALANT - SILICONE + FACE CAULK BUCK CTYP.) & TO BE REVIEWED 15 L-3012 LI-110 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL. BY OTHERS (TYPJ BLDG. OFFICIAL (TYP.) • 16 L-3011 LII-133 AS REQ'D. GLAZING BEAD 11/16" LAM./INSUL. 6063-T5 ALUMINUM17 L-3013 12 CORNER KEY PER FRAME 7\ 0 l2 S.M.S, or WD. SCREW 18 L-3013 8 CORNER KEY PER VENTW/ 1 1/4' MIN, WOOD EMBED 19 L_3013 4 X POST CORNER KEY PER IN-POST • � F 20 _ 8 FRAME ASSEMBLY SCREWS /10 X 1" PH SMS 4. MM.?EMSEO.) 21 8 VENT ASSEMOLY SCREWS #10 X 1 1/4" PH SMS • ff a•••• Wl��l�?E _ - 22 2 X VENT 4 BAR 90' HINGES - STD. & H.D. •••• p J, . \ ,_ ___ 23 2 X VENT 4 BAR 4S HINGES - STD. & H.D. • • •••• EXT. GRADE BACK BEDDING -__-___ 24 AS REOD. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. B •••• 6. EXT. QRA P ITIMETER TO BE APPLIED BEHIND 25 1 X VENT VENT OPERATOR - DUAL or SINGLE • CAULKIf�I"i� BY WINDDW FLANGE BY• •••• ' 'LAWS&*"U64R1ES', INSTALLER (TYP,) 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4F.H./PHIL. SDS TO BE APPLIED BY "-'T 27 1/ OPER. STAINLESS STEEL "C"TRACK ••••:aOTHERT°tMl.S• >y -- 28 2/ TRACK TRACK MOUNTING SCREWS X18 X 1/2" F.H./PHIL.SOS • • •• �jI EXTERIOR GRADE• PERIMETER CAULKING 29 1/ OPERATOR STUD BRACKET CONNECTOR UC ❑g EXTERIOp FINISH - i;'.(rZ;��.:i. • ••� yY•4TjlF•RL <TYP.) �;;•.; BY OTHERS (TYP.) 30 2/ BRACKET STUD BRACKET SCREWS (<8 X 1/2" F,H./PHIL. SOS 1 METAL LATH, STUCCO • • 1/2" AND EXTERIOR GRADE 37 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 FRAA .iNSTAI CATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE: I'120DUCT ItRVISHD 34 1 K LOCK POINT TIE BAR NYLON GUIDES ' CONCRETE OR SEE MULLION APPROVALS FOR atw%,lyiup viol flu)Plonda 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. 8 MULLION TYPE, SIZE AND MAX.Buildbllq C'odc - P.T. WOOD DESIGN PRESSURE UMITATIONS,Z1111oncoNo r �•2 36 1/ LOCK KEEPER (ST. STEEL) BY OTHERS (TYPJ NOTE: 11.1 . .Z#/20;1 37 2/ KEEPER KEEPER MOUNTING SCREWS 21 THE 17 FXED,OCASEMENT VINDOW,WER PRESSURES FOR >'--�//�t Axl=*- 38 L-3014 4 SNUBBER 6063-T5 ALUMINUM MULLION SHALL GOVERN. A'11mr�,L;:ad01'sduc?CbOuo� 39 2/SNUBBER SNUBBER INSTALLATION SCREWS 1#8 X 1/2" PH SMS 1/4' MAX. . ?RO 4.SOTOS, a.wteM xe1e. T A yy 7'S ON 7p T SHIM PRO NAL ENGIME d",, A.R.4..d to 04.*w/2010 FOC .L`f r'/v,/ 1\dll -_ PL," :'(<86826'•;-yr,•$, 8501 N.W.90 ST. -� 12 S.M.S. X 1 1/4" L. '� B.Renea0l Mnd RekW-I.sheet 5&6 of 7 MEDLEY, FLORIDA 33166 ';.? 5 - IND S ^u. INC. PH No, (305)696-8660 SEE ELEV. FOR SPACING - - ` _ C.RMWeb to Co 2014 FBC YINUFICTURdR aJ QUALITY ALUY/NUY WINDOWS AND GLASS DOORS v: Dray CMes Port CAva• Red Me/ery.• aer 3200 a IIe.M MJ 5-01 1: MNabn N • (MLN.EIlOED.) �,7 v Kok Y MN 3200 LCNOA OB-01 O1 5/32' PERIMETER WINDOW FRAME `•✓,:' a.ewM aa: sale D.ertw EDGE SEALANT N. ERA20 on/ev/oa Series: 3200 Outswing Impact Casement Window DISTANCE 3A "^*'d°yi R•eRA20 0"/14 BILL OF MATERIALS LIST AND DETAILS ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL _ a d..M..�� Skala Rode<t R.f.—AWM . baWng xu Ner. sF DATE- _ Y�Qj� C CASEMERr3200-O NOA-01 L3200-0801 4 oP T IE - AMMTRD Or.A$S'CO O• A 7 2 .. _ - Flange Frame Window Glazed with i1H'u-D"ORd"TIOR Darut 32001mpactCa6ementWindow _ Glass Type"A" Glass Type"B" GlaasType"C' Glass Type"Ey' Glass Type"E' 1 1/8'ANNEALED GLASS = 13 Confi uration:'X' 5M6"Annealed Glass b/16"RS.Class-PVB 5f16"HS.pass SGP Tf16"ATTnealedGass Will"Annealed Glass 2 0.090'PVD INTERLAYER ° u :___ ize --Width i t ors _DP(+) _ DP DP+ + DP- DP+ pp DP+ DP But-It PVB by DUPONT or ,(')._ O __._l_) _ .__�?O __) O (-)__ (I -. (-) 9 Spilex PVB by Eostnan Chenkal Co. i 0340.4 (i0) (in) Head/Sill Jamb psf psf psf psi psi psi psi psf psi psi 3 1/8'AMNCALED GLASS --=-- --'--- 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 6 IB LAMINATED GLASS COMPOSITION - TYPP. 8 14 U 14 19.126 WU5 2 �4 59.0_ 59.0 70.0 82.0 70.0 62.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL Lib IJ 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 1 1/9'NEAT-STRCt1GHTENED GLASS __ __ GLA ING ITE N 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 L 0.090'PVB INTERLAYER a; H32 20.5 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Saflex PVB by Eastnon Chemcat C. ( •M''' - a> 4 5/18" IAvNnated � H33 28.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0_ 82.0 70.0 73.0 70.0 73.0 3 1/8'HEAT-STRENGHTENED GLASS 46 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 1 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 5 18II M ANAN TED CLASS COMPOSITION - TYPE C 13 0 H36 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70A 73.0 ITEM 029CBIPTION DRTAIL U 2237 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 I 1/9'NEAT-STRENGNTENED GLASS _ 23 37 36� 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090•INTERLAYER a 24 37 50.62 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Santryataes Interlayer by DuPont i =------ ---- - 3 I/8'HEAT-STRENGHTEN£D GLASS 631p 25 37 63 3 5 59.0 70.0 1 82.0 70.0 1 82.0 70.0 73.0 70.0 73.0 • •• 37 74.25 3 5 59.0 59.0 70.0 82.0 • • •• ••• • •• 14 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 • •••• • • - /16 _ G 2030 24 36 2 3 59.0_ 59.0 70.0- 62.0 70.0 82.0 70.0 73.0 _ 70.0 73.0 • • "D" 2040 24 48 2 4 59.0 -59.0 70.0 82.0 70.0 v 82.0 70.0 73.0 70.0 73.0 • 7 8 LAMISU MDOWASS COMPOSITION - EGLA 1NG fTE • 1�6�/ • OESCItIPT10N • • DCrAIL 7/16" Laminated 2050 24 60 2 5 59.0 _69.0 70.0 _ 82.0 70.0 820 70.0 73.0 _ _70.0 73.0 3/16'ANNEALED GBpSS •' 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 173.0 70.0 73.0 41 2 0.090'PVB INTEggLL�YER • ' • .�•• 16 13 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 • ••*-It-PVB La:+Ron`nenkm e • atw' W 2630 30 38 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 i•@ 'ANNEALEDtA ASS•• ••• • y 2640 30 48 3 4 59.0 I!. 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 • • •• • 000* N 2650 30 60 3 5 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ••••• • 2660 30 72 3 5 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 • 11 8 LAM/ E SS COMPY699MON TYPE "E- 2820 ---- Q _- WWI•• DESCRIPTION DETAIL --- - - - J 2820 32 24 3 2 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ••••• 3 2830 32 36 3 3 59.0 70.0 82.0 70.0 82.0 70.0 73.0_ 70.0 73.0 1 1/ ANNEALED GLASS • -. - �osp PVB 1NTE atAER • •• ••_ _ _1 14 O 2840 32 48 3 4 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Snflex PVB b}Easton thenkat eon• - ,II/. 2850 32 60 3 5 59.0 70.0 82.0 70.0 820 70.0 730 70.0 73,0 1/8'ANNEALED GLASS ! "" '=" -'� - 9/16 2860 32 72 3 5 59.0 70.0 820 70.0 82.0 70.0__ _ 73.0 70.0 73.0 _ GLAZING ITE • w+•INSULATED AIR SPALL• ( ur _- = 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 S20 70.0 730 70.0 73.0 9 1/D'ANNEALED s i alto• 11/16"Laminated/Insulated _3030^ 36 _ 36 3 3 W 59.0 59.0 70.0 82.0 70.0 62.0 70.0 73.0 70.0 73.0 3040 36 48 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70 1 73.0 -LAMINATED GLASS TYPES GLAZING OPTION 3050 36 60 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 DETAILS 3060 36 72 3 5 59.0 59.0 70.0 82.0 PTtODUCT NRVISHI) ud wmp)yiug,Yith the Florida H1111d1111;T;N1C „-,OQD}.r`. Accepinnee No 14 6YltkalimtU.0 _ Z4 Zr7� f\ Nienttdal'roduciCon'nol , QROFR391 AL RNCIN= A R.W"d to Comply��2010 FOC 1/H/JDD6 • BV/ 1 ale// P IIC !.65825' 8501 H.W. 90 ST. 8.Renewal oM ReKsien to cheat 5 of 7 MEDLEY,FLORIDA 33166 1 PH No. (305)696-8660 C.Revised to C w 2014 FUC MANUPACTURIR OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS �t 0-.Clava- PoA LYawe Aa!Cefr/ary.• tMr./Y"L4 f(tw ASM 0 N. ERAZO " o7/27/0e Series: 3200 Outswing Impact Casement Window A.w.a ew p.c.A N.ERA20 05/25/14 GLASS & DP CHARTS AND GLAZING DETAILS FOR 'Y' UNITS 2'20114 „ RMMar.L..vtr DATE-- C sena: froayst A./t•�CJS&NT3200-08 m-OI Ary'i4iL3200-0801 sA..a -017 '__ 12 mm WFlange Fndow Glazed vft ITEM DESCRIPTION DETJUL 3200 Impact Casement Glass Type"N' GlassType"13, GlassType.1c, GlassType'V' Glass Type"E' 1 1/8'ANNEALED GLASS -- - ...... 'AnnealedGas PVB -SGP 2 0,090'PVD INTERLAYER 3 Configuration:"X)T, X(Tor"O)C' 06"Annealed Gass 6M6"Hs.Gass 6HV'RS-Gass VIV Annealed Gass 11116' a But-Ite PVD by DUPONT Size Width hors DP DP(-) DP(+) DP(.) DP(+) DP{*) DP(-) DP(+) DP(-) - Coda (in) (I n) WadIS1111 Jamb Pd PSF IJSf PSf Pd PSI` last So Flax PVJ)by Eostmn Cht • 171�lght psf 3 1/8'ANNEALED CLASS -ff.TO 710 22 37 26 4 2 1 70.0 70.0 70.0 7aO 70-0 82.0 70.0 73.0 LLI 23 37 38.375 4 3 70.0 70.0 70.0 _-7.3.0 70.0 820 70.0 73.0 70.0 73-0 5 16 LAMINATED GLASS COMPOSITION - TYPE "B" 14 51 24 37 5OL625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73-0 ITRU DESCRIPTION DETAIL 9/16 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 7QO 73.0 70.0 73.0 1 1/0'HEAT-STRENCHIENED GLASS GLA*INGITE 32 53.125 26 4 2 70.0 70.0 70.0 7aO 70.0 820 70.0 73.0 70.0 7&0 2 QA 'PVD INTERLAYER 5/16" Laminated 33 53.125 38.375 4 3 7U 70.0 70.0 73.0 70.0 82.0 70.0 73,6 7�0 73.0 Tfolex PV8 by E.St..n Ch-1-i Co. �!�4 43W 34 53'125 50.W 4 4 70.0 70.0 70L0 73.0 70.0 820 7QO , 73.0 70.0 73.0 3 1/8'HEAT-STREN HIENED GLASS 1 48 35 53.125 63 4 4 70.0 70.0 70.0---. 73tO 70.0 820 7QO 73.0 70.0 73.0 5 IB LAMINATED GLASS CISITION - TYPE 0 26 6 2 70.0 70.0 73.0 70.0 620 7Q0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL D23 74 3&375 6 3 70.0 70.0 70.0 73,0 70.0 _ 82.0 70.0 73.0 70.0 73.0 1 1/0'HEAT-STRENGHTENEO_GLASS D24 74 60.625 6 4 70.0 70.0 1 70.0 73.0 70.0 820 7QO M.0 M.0 n.0 e 0.090-INTERLAYER D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 S. ntry(llass Inteetayer by DuPont 1/8'HEAT-STRENGHTENED GLASS Hata4 3020 36 24 4 2 70.0 70.0 70.0 73.0 7GO 820 70.0 7U 70.0 73.0 ; - 3030 36 36 4 3 70,0 70.0 70.0 73.0 7Q0 820 70.0 73.0 7RO 73.0 3040 ii'- 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73,0 70.0 73.0 9/16 3060 35 60 4 4 1 70.0 70.0 70.0 73,0 70.0 820 70.0 73.0 M.0 73,0 • --E-A?ING 4020 48 24 4 2 70.0 70.0 70.0 7aO 70.0 820 70.0 73,0 70.0 73,0 /16" LAM SS COMPOSITIODID -D" W• - E 48 35 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 REM DESCRIPTION • 7/16" Laminated 4030 1 3/16'ANNEALED LASS (1) 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 �6 V901 PVII INT&P*AYI:R 16 13 4050 48 60 4 4 70.0 70.0 70.0 7aO 70.0 82.0 70.0 1 73.0 70.0 73-0 • S.R..PV9qby E.AK-10CI-1-I 1 0o.so 5020 60 24 5 2 70.0 70.0 70.0 730 70.0 82.0 70.0 73.0 70.0 73.0 S I116-ANNEAL[T GLAST W---- 0 0 1 D 6030 60 36 5 3 M.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 t ps 7 3'C 73 C 73( 71, 11 16" LAMIMTHD•O(PL•ASS COM•FMITMN• TYPE '!R" 60 60 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 DRSCHIPTJPN •P v, DETAIL 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 • 1 •1/0'ANNEALED GLASS 0 36 6 3 70,0 1 70.0 70.0 73.0 70.0 82.0 7QO .0 70.0 7&0 6040 1 72 48 6 4 MO M.0 70.0 7aO 70.0 820 70.0 73.0 700 73-0 Sofle0 10 :VB8IW&1'AVR• 14 51 PV I Co :_l1 6W 1 72 1 4 70.0 70.0 1 70.0 73.0 70.0 820 70.0 73.0 7QO 73-0 3 1/8'ANNEALED GLASS 9/16, L 603' 72 ING BITE 0 1940 q-- -iNiULATED AIR-SPAt GLA 5 -14 11/18" Laminhted/Inaulated 1AMINATED GLASS TYPES GLAZING OPTION DETAILS PRoUuC1,RuVISED us ..npjyiuj,,,,jjjt lite 1.1orida 'dimm TjfOK,A4I 1. 0 PROVES86,14 ENGINEER A.ReWs*d to Com p�y w/2OfO F- $501 H.W.DO ST. 2010 1 FL, 65220 E�7L S BL R-1..d -WSON MEDLEY, FLORIDA 33166 'e�S PH No.(305)696-8660 C.Revised to MANIZPACMARR OP QUAUTr ALUMINVAf WINDOWS AND CUSS DOORS Drvw frau 2014 FBC Ifta�- JProd C.1", i� line I C11:7-.1f, x 1 MILL-1,y vdw*-w 3200 b-&V. "t. N. ERAZO, 07/27/05 Series: 3200 Outswing Impact Casement Window JA-'. -)CX-OX-xo" UNITS N.rwo 08/25/14 GLASS & DP CIIARTS AND GLAZING DETAILS FOR O8NDk-Of -0801sMie a or IDATE------- C 1,3200 O FRAME IN-POST RAIL L-3003 VENT RAI I 1.218 1.435 4" 4" ASSEM/+�BLY SCREWS 6063-T6 ALUMINUM SE Y f1EWS P.H./SHO.SMS1/4' FRAME HEAD ' 082 4" IIr O L-3001 PIH./M. 7S ' t 1613 VENT RAIL 6063-T6 ALUMINUM I ni [2.250 _ _ _0.062 2.312 062 0.082 I 17 m m 18 082 It 082 31 7ta —11i9 ANCHOR CLUSTER --1 2.39 t.35 (HEAD/SILL TYPICAL) VENT JAMB -4.797 0 'ter\ FRAME JAA18 - - -- 1 17 18 5 6 B INPOST ANCHOR DETAIL FRAME: CORNER DETAIL YfNT RA4 QORUE DETAIL It 1.876 3 4 VENT RAIL _ FRAIAE IMPOST VALS FOR SILL / JAMB 0.062 L-3004 MULLION SEE MULLION TYPE, SIZED AND MAX. 6063-Tfi ALUMINUM DESIGN PRESSURE LIMITATIONS. • • e At•l1IIIR1�,1 NOTE: THE LOWER PRESSURES OF FIXED, •• • 4c • • CASEMENT WINDOW OR MULL SHALL GOVERN • 2• 2. 2 1/4' MAX. •• • • • • SHIM • • •02 0.062 # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING FRAME SILL • i • •••••• 0.688 ` • •• 1. ALL STEEL IN CONTACT WITH • ••• • • ALUM. TO 3E PAINTED OR PLATED. • • • •• 2. METAL STRUCTURES: --- — •••••• FRAME S�I�Ait•Pi MiE (STEEL OR ALUM. 1/8" MIN. THICK) --- 0.078 •47 0.340 • r- O L-3007 • • —� A) STEEL Fy = 36 KSI MIN. • •jl•• •••• 063-TS�QJ�It�U�1 0.120 B) ALUMINUM : 6063-T5 MIN. 4sSEMB0 SCREWS11/4- t.215 1.231 s •• : •••• _ P.H-/NIL.SMS • •�•• • • • ALUMINUM SNUBBER SE4IIANT R 3B WINDOW FRAME FRAME IMPOST DETAIL •••••• 3B L-3014 • • 6063-T5 ALUMINUM METAL_STRUCTURE A'1TACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 0.377 10 FRAME SILL ANCHOR CLIP .094 11 L-3008 FIXED LITE MOUNTING BRACKET PRODUlyhlg"th the ns complyio8 N'itll the FloiiJo /� 6063-T6 ALUMINUM .970 L-3005 iklildlo8(•O1In• y,�`-7�/yy V8.2� 0.094 6063-T6 ALUMINUM Aceepimlcc Novi! 1f�� '! 0.188 l:XpirntloR DMe, 0.070- 2.7946 .0702.794 .478 Y. Mimil Dade Ptod6cl Control c• O GLAZING BEAD 10 C Rewbn Roar T � i 2 GLAZING BEAD 16 GLAZING BEAD PROFE9310N NGINE6R. A Rev sed to Comply w 2070 FBC �0/ 6 18"Laminated 48 PL LTC 6288 8601 N.W.90 ST. / it/1 B"Insulated/Laminated 7/18" Laminated [.Ga 8.Renawcl and Rowton to shut 5 @ 6 oT 7 ON MEDLEY, FLORIDA 33188 L-3010 Or L-7706 — ND S' NC. PH No, 305 896-8880 L-3011 or L[I-133 E.3009 or LII-169 i y,�:'r � 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM 0.Raved to Comply w 2014 FOC T 1GAV/ACru"n DI QUALLrr Aiummum rwov8 AND CJdss Dams aae c1..1: r..L Ltw.« voe ranso.w $ +,hJ3L.a.l: LM1.3 R.I.F+ ReNAvn d: NOA ASS M Y 3 'No -0 0a- _� 0.4_1zajil 0.050 DDh ow,.n• o.eot0.807 r N.ERA7,0 o7 Series: 3200 Outswing Impact Casement Window L— _0.391 0.266 ReNla ay: DaM1 At a x.eRAzo oe6/u EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS �- _O_010 O.O �O.I 15 �O_668 J� t•I'" 14, RwfMon Lnv4 O ---�- Seaa: M1ONsf R./mmt.ALmam DreWM ALMrn RAI.a —._-- DATE___ rASFMENT3xoo-oenLw a7 L3200-0801 MIAMI•DADE MIAiN11--DADS COUNTY,FLORIDA v PRODUCT CONTROL SECTION DEPARTDIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADI4IINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Muluou w/and w/o Steel Reinforcement--L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001,titled"Alumimun Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a 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 Wirp.VQA.sha,ll be provided to the user by the manufacturer or its distributors and shall be available tor ins lcdQd aCt*JAsil at the request of the Building Official. This NOA revises NOA No. 12-02-7.01 oonsisls otlhis page 1 and evidence pages E-1,E-2 and E-3, .. .. . . . .. as well as approval document mentioned above. ... The submitted documentation was reviewed by Jaime D.Gascon,P.E. . •.• •.• •.• •.• •.• . . �: :. ;• NOA No. 14-0908.08 MIAMI Dt�DE CouNTY �" �c,r`��t`�' Expiration Date: May 30,2017 Approval Date: November 06,2014 ::`. . . . . ... . . Pagel . . . . . . . . . . ... . . .% . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95--1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI- 02T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of 120—inch span atuminu m tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NDA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201---94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI42-1718, dated 8/27/02,signed and sealed by Rafael E.Droz—Seda, P.E. (Submitted under pr evious NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—tip drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717,dated 08/27/02,signed and sealed by Rafael E. Droz---Seda,P. E. (Submitted under previous NOA No. 02-0501.05) .. . . . . . .. . . . . ... . ----0 / Jaime D.Gascon,P.E. 000 • • .- Product Control Section Supervisor •' .. NOA No. 144908.08 . .. . . . . . . .. Expiration Date: May 30,2017 Approval Date: November 06,2014 ... . . . . F,:.1 . . . ... . . . . . . . . . %60: Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6: Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96,signed and sealed by Gilbert Diamond,P. E. (Submitted under previous NDA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45-- inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL -1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Subrnitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No.12-0127 07) 2. Glazing complies with ASTM E1300-04/09 D. .QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for prof-it corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer,dated 01/25/12,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos P.E. (Submitted under previogs C".r__t'e'�E.'*L_��----__:�_ Jaime D.Gascon,P.E. . • . � Product Control Section Supervisor • _ ' NOA No. 14-0908.08 •• %• •' '.' '.' :' Expiration Date: May 30,2017 Approval Date: November 06,2014 000 0 • • 049 0 0 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CON JNtlED) S. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, BE T142-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NDA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P. E. (Submitted render previorts NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -L.M.I.", approved on 03/29/12 and expiring on 05/30/17. . .. . . . . ... . Jaime D.Gascon,P.E. • • i• •• • •• • • Product Control Section Supervisor. • 6 0• ' ' • NOA No. 14-0908.08 Y • • • ' Expiration Date: May 30,2017 Approval Date: November 06,2014 ... . . . ... . . THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y P+ AND CAN SE USED WII'H ALL LAWSON'S MIAMI-DADE q ANCHOR/CLIP 'LPR R/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 0 GLAZING HORIZONTAL MULLION m a PRODUCT ECCTANGULAR ALUMINUM TUBE MULLIONS o y ANCHOR/CLIP [HORIZONTAL MULLION 3 USING MULLION PROPERTIES ONLY r,O. S 3 T ^o y o + N _ GENERAL NOTES: w o o a 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 M y x 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING z i Tn + N HIGH VELOCITY HURRICANE ZONE (HVHZ). _ = 4 Z VERTICAL VERTICAL 11 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w= 0 o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE:WIND LOAD, WATER m s it � INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. z 11 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. i2s p S c.l INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED, y W GLAZING GLAZING GLAZING Z3 z F- GLAZING 3 PRODUCT PRODUCT PRODUCT �ui PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER .� 3 LOADS TO THE STRUCTURE. O 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS !) / _ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. b ### ANCHOR CLI S. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H ARE NOT PART OF THIS APPROVAL. o' • •• 7•A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p Q N p a • - • • WOOD ANCHORS ONLY. 94 1 444 111 11 C •• ••• • • • 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, Iw Wt •• ••• W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET Q, •• ••• • • MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE - SECTION 2003.8.4. y • MULLION S&�pl.... a • •••••• WIV:H•(`AA - W1•+ MQ LION & CLIP NOTES: A • • 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET ••••• •• • ••••• 2 OF 10 FOR DETAILS AND NOTES. • • • • ANCHOR/ tlib ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o n •••••• • • /'�- •••••• HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET • 4 OF 10 FOR DETAILS AND NOTES. ? 4 g • • • "-— 5-- * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS m • •• • •• GLAZING • • PRODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS • moo* VERTICK • , 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 4 4 oo, 190 MULLION _ + r, * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS a z a v GLAZING GLAZING Ozd PRODUCT PRODUCT D� GLAZING GLAZING II z z PRODUCT PRODUCT o z oI �. k ' VERTICAL N 3 ANCHOR/CLI MULLION = ANCHOR/CLIP o W1 W2 s Wt W2 W MULLION SPAN > x PRODU(TRRVISUD WIDTH W` Wl t 12 Wt + W2 nv wmplyCingdNtoLvit4�thoI'IOtl" WIDTH W) = 08.08 Q.08 1 I TYPICAL MULLION ARRANGEMENTS ` =_ ,•ii�un3La7mi'roduclConNol A -1.690 A 5 h i ,156 TYP. .'.-= �j 062 ,125 o q 3.000 I �- F1.732 M*..o y 1.405 f 4.000 4. 0 .113• 1.732 L062 _325 y v O o .. [ O C n q �' N 3.000 3,062 3A00 ,1i3I� I O1 0 15 2 X 4 TYPICAL 2.000 2.062 3 h z,00o STO. TUBE FRAME Z Z q2o z 2X MULLION CLIP z a j� .• o 6063-T6 .Is8� 1 .156 I.. ..� I 102 1.000 102 1.000 r .078 II-` .156 f NOTCH L' 6.000 h1,062--1 1.188 1,062 1.198 F-1,06E-� `•' Z �'L• oPnoNAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 STD. TUBE CUSTOM MULLION •ATOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION m MULLION 6063-TB 6063-TS 6063-T6 6063-T6 8083-T6 I 4 Ixx: 2.070 In Ixx: 1.000 int Ixx: 0.950 int Ixx: 0.370 int Ixx: 0.330 int O 3 ® Sxx: 1.035 ink Sxx: 0.667 in� Sxx: 0.633 Ind Sxx: 0,370 ink Sxx: 0.330 in3 ® o2 o a � •• 0 2.000 (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME), F GE FRAME) U ® • • • wcan 1 lei�rNAttul4otide •••• • • ! STANDARD TUBULAR SHAPES �2.000� DURAin Co 0 A O • • • • I ALP.WALL 125'ALL 6 .L •� •• II ALLOY> 6083-T6 1'000 ,125 AcccPinnw !0 • TYPICAL ` °202 a •••••• • • • • GLAZING PRODUCT L000 G ,124 r 4i 1 :oa�clOmilal �, IS . .... . .. �2,G6D� 3.600 � 2.00.... J25 • •.: :��G .. - - �LGoo� 325 g • • •• • L21000] 4.0006.0003.0002.000 4.000L LU L3.000 +aoo • 6.6.78••. • • 1 X 3 1 X 2 1 •• ••• k4ULLJOI�S CONTAINING �_ STD. TUBE MULLION STD. TUBE MULLION d r ••••L• � �••• •L� TYPICAL GLAZING PRODUCTS 2 X 6 6063-TB 6063-TS 8063-T8 4 \✓ oPTro • 2 X 4 Ixx: 2.070 int Ixx: 0.950 int Ixx: 0.330 int HORIZONTAL OR VERTICAL STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 in3 Sxx: 0.633 ink Sxx: 0.330 in� .� o SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 8063-T6 + 608J-T8 4 g a a Ixx; 8.280 in. lxx: 2.980 in. gu z r Sxx: 2.760 in3 Sxx: 1.490 in� ;$ & ,L,� ,L,� CLIP LENGTH RECTANGULAR AL MINUM TUBE MULLIONS < �° MULL ALN INSTRUCTIONS: USING MULL9N PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT e I X 2 1.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE I X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. v STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD v ? NOTCH 1 X 4 3.6$8' REQUIREMENTS. OPTIONAL USE CONNECTION TO MULLION AS PER PRODUCT '^ :' 2 X 3.688' STEP 4 3 Nores: a APPROVAL, .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ` � - r>� 2.00 .5 WRLUSING CHARTS ON SHEET J OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. �'�' 1. ALL CLIPS AND ANGLES ARE TO FIT STEP I DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Fee SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. w 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ? ANCHOR DETAIL AT SHEET 9 OF 30. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, ARRANGEMENTS OR STACK CONFIGURATIONS, C� TUBEMULL! NS TUBE MULLIONS TUBE MULLIONS Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width w MULL'SPAN 1X2 1X3 1X4 2X4 2X6 to _ o 18 160.0 _150.0 150.0 150.0 150.0 1 28.3 81.5 150.0 150.0 _150.0 18 19.3 42.1 60.5 150.0 o z 24 1 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31.5 45.4 126.2 D o q 30 i� 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 O� vi 36 (1�+ 102.5 150.0 150.0 160.0 150.0 36 40.7 88`8 127.8 150.0 36 21.0 30.3 84.1 "ro o 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9_ 72.1 h oa v o 48 3 -3 76.9 150.0 150.0 150.0 150.0 48 74.114" 30.6 66.8 95.8 150.0 48 120" 15.8 22,7 63.1 0 64 68.3 137.6 160.0 150.0 150.0 64 27.2 69.2 85.2 150.0 54 20.2 56.1 0 60 61.5 123.9 150.0 150.0 150.0 60 24.4 63.3 76.7 144,2 60 18.2 50.5 3 4 66 55.9 112.6 150.0 150.0 150.0 BB 72.2 48.4 69.7 131.1 1 66 16.5 45.9 Z Z° Z 72 51.3 103.2 150.0 160.0 150.0 72 20.4 44.4 83.9 120.2 72 15.1 42.1 N W= L' c 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 - 38.8 o s 0- R o 18 f 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 _150.0 18 31.6 45.5 126.4 a 24 !^ 67.0 150.0 150.0 150.0 150.0 24 _ 42.2 92.0 132.4 150.0 24 23.7 34.1 94.8 r L42 L 63.8 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 _27.3 75.8 W a 44.6 118.6 160.0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 M 38.3 101.7 150.0 160.0 150.0 42._ fi 24.1 52. 75.7 150.0 42 19.5 54.2 b/8' 33.5 89.0 145.4 150.0 150.0 48 ® 21.1 46.0 662 140.8 48 132" 17.1 47.4 ra 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 125.2 54 15.2 42.1 z 26.8 71.2 116.3 150.0 150.0 18.9 36.8 53.0 112.7 60 37.9 o• • 24.4 64.7 105.7 150.0 150.0 15.3 33.4 48.1 102.4 66 34.5• • •22.3 69. 98.9 139.5 150.0 72 30.7 44.1 93.9 72 31.6•• 20.6 •544F •89.5 128.8 150.0 78 26.3 40.7 86.7 78 29.2 162.6 .0 150.0 150.0 150.0 18 37.7 B2.1 118.3 150.0 1824.3 35.0 97.4•••• •46.9 •135.1 •160.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 28.3 73.0 37.5 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 68.4 31.3 90.1 160.0 150.0 150_0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 •• 26.8 r2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 57•• 5 •W G• •114.7 150.0 150.0 48 96" 30.8 44.3 107,0 48 144" 36.5 20.9 QD.D 101.9 146.8 150.0 54 27.4 39.4 95.8 1 54 32.5 ••64f•• ••• 8.8 454.0 091.7 1 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 • •417.1 49.1• 83.4 120.1 150.0 66 22.4 32.3 78.4 66 26.6 o •wtt•• • 15.6 �.6• •76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 S 7 4 .t 70.6 101.8 150.0 78 19.0 27.3 88.3 78 22.5 ,001000 ••• 6.3_ TZI 150.0 150.0 150.0K24 26.5 57.7 83.1 150.0 18 31.0 _ 86.1 4 • •64.8_ 4100.0• 150.0 150.0 150.0 19.9 43.3 82.3 150.0 24 23.3 64.6 z s 30 7.8 50.0 150.0 150.0 16.9 34.6 49.8 136.3 j 30 18.6 51.7 a ••• of.2 66.7 125.2 160.0 150.0 28.8 41.5 113.6 3615.5 43.142 • 19.9 57.2 107.3 160.0 150.0 24.7 35.6 97.4 42 36.948 63" 17.4 50.0 93.9 135.1 150.0 108" 21.6 31.1 85.2 48 150" 32.364 15.4 44.5 83.4 120.1 150.0 19.2 27.7 757 6428.760 40.0 75.1 108.150.0 7.3 24.9 68.1 60 25.8 z a 66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 72 33.3 62.6 90.1 150.0 T2 20.8 56.8 72 21.5 ? k 78 30,8 57.8 83.2 150.0 78 19.2 52.4 TB 19.9 HORIZONTAL MULLION cuzlNc _ TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT 31: d- MULLION ARCHES TO BE INSCRIBED Z ---- INSIDE RECTANGULAR SHAPE p W fS� RODIiCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PROOut:rROwsOt� ��+► vl w w c mPlying wi01 IN)Tloh& c VERTICALLY OR HORIZONTALLY, PRODUWi3nitdingCndn ^�' _ m.a GLAZG GLAZING AcrePlnnce lVo •_ .,'. ,, CT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) 8, Ezy-Tlrj'tMe _ 111 , - Wt + W2 Wt W2 WIDTH-- WI ( ) = Hnmi Dade Product on8o1 ssr, za is1 `T MULLION SPAN��MULLION SPANK 2 A 1.690 L 1.000 .123 � .062 Ass 312 1.000 1.300 h rn •• .688 p ,156 TYP. :_ _ .t231 0{- 62 .125 .123 �'I{ q z I e o .q i 3.000 i M a0 h a .113 1.732 W -]A03 4.000 3.000 3.000 3.062 ^ q (J 4.000 3.000 2.688 m w7 2 2 X 4 4. 3.6E5 3 4 M h TYP F--- 4.300 -i �� W NDOW FRAME _ 0 1z' z b 4 2X MULLION CLIP J- ]- �-1.000-� 03 a R g 6083-T8 I 102 I 102 X 6 ,188 V�-IA62 .136 1+1.062 1 X 3 1,180- 2M' I NOTCH 'L' 6,000 1 X 4 STD TUBE MUULLION I X 3 1 X 4 6063-T6 �. •L• OPTIONAL. MULLION CUSTOM MULLION STD, TUBE MULLION 1 X 3 CUSTOM M6ULLION tt • •• 8083-T6 8063-T6 CUSTOM MULLION E • • 4 4 8063-T6 4 Ixx: 2.168 in Ixx: 2.218 in zo 000 • Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in, y • •• • • 3 y y Sxx: 1.445 in. Sxx: 1.479 in3 • o I I Sxx: 2.355 in. Sxx: 2.355 in, Sxx: 1.445 in. • o ••• • ® • I--2.000--1 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) z ��+T • ® • • • STANDARD TUBULAR SHAPES W • • •••••• i 2.000-.1 777--- 73 TLP.WALL 0 .125'ALL i 1 ,off V4 ai s • ALLOY= 6083-T6 "5' I �r 1,30 • • • TYPICAL• •• •••••• IGLAZING PRODUCT . 0 • • • • 2.000 (f� • • •• • • 1.000 � � ••••: .123- :2: • 000xxx��J��JJ��' 1 1.625 2 _1 • 4.000 • • • 'i 6.000 012 S.M.S. • • • 012'O.C. 4.000 .123 •• ♦tt----4.300 • • v o 7X MULLION CVP 3.000 4.000 3.623 a ¢ 8063-T6 d a o MULLIONS CONTAINING r �'L• 'L' TYPICAL GLAZING PRODUCTS C4x5.1 NOTCH OPTIONAL HORIZONTAL OR VERTICAL PRODUCt'R6VISED y d o • SEE WINDOW OR DOOR APPROVAL FOR at wmpipoy with the Florida m $ 2 X 6 2 X 4 Am,', luy Code t FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION Amumrcefb pp 0 o L^epJiAllonptyc: 6063-Ta 6063-T8 1%X:19.648 in Ixx: 7.649 in4 ..w7IMd�1'rodocl Control CLIP LENGTH Sxx: 6.549 my Sxx: 3.825 in? i L' RECTANGULAR ALUMINUM TUBE MULLIONS MULL "L" INSTRUCTIONS USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPFIS AS FOLLOWS. I X 2 1.688' DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT , 1 X 3 2.688' STEP l AND CAN BE USED WITH ALL LAWSON'S MIAMI-DAOE $TF.P 2 USE APPROVED GLAZING PRODl1CTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. N NOTCH I X 4 3.688' REQUIREMENTS. OPitONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688' APPROVAL. NOTES. azs law. 2 X 6 5,668' �TEE.-4 SPECIFY Lw6MUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET t4'ir c� 2,000 USING CHARTS ON SHEET 5 OF 10 SELECT MIL1fON SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. p ' 1. ALL CLIPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP t ABOVE* 0 1 ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. i INTO TUBE MULLIONS, SEE OPTtONAI STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION f 6063-re ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. C A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width(w) MULLSPAN 1 X3 1 X4 2X4 2X6 Width w MULLSPAN 1X3 1 X4 2X4 2X6 Width(w) MULLSPAN 1 X3 1 X4 2X4 2X6 y .. 150.0 150.0 _150.0 150.0 18 150.0 150.0 150.0 150.0 44.0 _95.7 150.0_ 150.0 0 x 24 150.0 150.0 150.0 150.0 24 139.5 _150.0 150.0 150.0 24 33.0 71.8 116,6 150.0 o q 30 150.0 150.0 _150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 O 00 tl y 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77,7 150.0 M o 150.0 150.0 150.0 150.0` 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 in ao c 48 38.3/8" 150.0 150.0 150.0 150.0 48 74.1/4" 69.7 150.0 150.0 150.0 48 120" 18.6 35.9 68.3 149.7 0 0 .. qy ,Pp 54 150.0 150.0 150.0 150.0 V 54 62.0 134.6 150.0 160.0 54 31.9 51.8 133.1 O S o y 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.8 119.8 3 4 y � 66 150.0 150.0 160.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 Z�� 0 Z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 7 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 8 22.1 35.9 92.1 m 3a R $ 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150_0 150.0 24 96.3 150.0 150.0 160.0 24 24.8 53.9 87._6 150.0 30 150.0 150.0 150.0 150.0 30 77,1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 a a 36 0 0 150.0 150.0 _150.0 150.0 36 64.2 139.5 _ 150.0 150.0 36 16.5 35.9 58.4 150.0 O z 42 0 0 •150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 E' ••48•• 50-541,• 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 • 64 •150.0 • 150.0 150.0 150.0 64 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 •• • •i•• 150.0 150. 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.8 35.0 90.0 ® o. o 066 147.7 4150.00 150.0 150.0 66 35.0 78.1 123.6 150,0 66 19.6 31.8 61.8 � a 2 • 135.3 150.0 150.0 72 32.1 69.7 113.3 160.0 72 18.0 29.2 75.0 0 6 ••fig•• •• •124.9 •450o0a 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 W • 150.0 1 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 m • 24• 150_0 150.0 150-0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41_5 67.5 150.0 v •••• 150_0 ••I�d 150.0 150.0 30 61,8 112.1 150.0 150.0 30 15.3 33_2 54.0 138.6 y A 0 36 • 0 0 150.0 •646(10 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 c • 150.0 1 0.0 150.0 150.0 42 36.9 80.1 130.1 150,0 42 23.7 38.5 99.0 R o 48 67' 150.0 0150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.8 l •• • 137.0 ••'IES 150.0 150.0 54 28.7 62.3 101.2 150.0 64 18.5 30.0 77.0 YO •• ••• 123.3• 1 0 150.0 150.0 60 25.8 58.1 91.1 150.0 60 16.6 27.0 69.3 • 112.1 0 •150.5 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 + o 2 •••••• 102.8 150. 150.0 150.0 72 21.6 48.7 75.9 150.0 72 22.5 57.8 R 78 • • 94.8 160.0 150.0 150.0 78 -IT.9 43.1 70.0 150.0 78 20.8 53.3 4 18 150.0 150.0 _150.0 _150.0 18 80.4 131.2 150.0 150.0 18 22.8 _49.0_ 79.6 150.0 , 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 a8.7 59.7 150.0 30 150.0 150.0 1 150.0 150.0 1 30 36.3 78.7 127.9 160.0 30 29.4 47.7 122.6 a 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 x 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 d $ 48 63" 114.2 150.0 150.0, 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 0 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 _ 18.3 26.5 88.1 " z 60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 M 23.9 61.3 u 66 83.0 160.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 72 76.1 142.4 150.0 160.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 7 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULUON ..,ticiltUlFyfT :=GLAZING TYPICAL MULLION ARRANGEMENTS 33y� VERTICAL PRODUCT �� 3 - .'✓,� MULLION -- ARCHES TO 8E INSCRIBED IN51DE RECTANGULAR SHAPE GLAZING GLAZMQ G n �` PRODUCT REVISED PRODUCT PRODUCT --j MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED »s con4)Iyiag will Ilia Fwd" z 3 VERTICALLY OR HORIZONTALLY. BuDalagCode�}//�� GLAZING GLAZING Atcrp4mceTn,j„ "Jl./9V`J.©g ^� PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) c ` :> W1 W2 WIDTH (W) = Niamit)ude Pioduu Control MULLION SPAN� 2 6 A 5/18'TAPCONS _ 5/16'TAPCONS MIN. EDGE DIST. 1 1/4' MIN. 1-1/2'MIN.WOOD PENETRA7KM1 2-3/16" CONCRETE OR EDGE DIST. 2 PER CUP I ON EACH WING 1-1/2 MIN.WOOD PENETRATION ( ) 1 PER ANGLE 4" 1Ol.LOW BL CK S/IB'TAPCONS 5/16'TAPCONS 1-3/4'MIN.EMBED INTO MASONRY I-3/4'MIN.EMBED INTO MASONRY 3/4" 4 PER CLIP(2 ON CH YANG) 2 PER ANGLE y N MIN. iz \Z N jjI I 11 I I UFF Z G 11 11 I 6 2 7 16 ii it �i ii o o Z O -� --------- l; J X 2 X t/8- / I I I I t I M ,D W x w�0 y o 1 I [IX FLOATING CLIP I I I I ALUM ANGLE MIN. N II I1 I I .1 a �' C o 2 BYUU IL_j 1 < \ 1 I W000 BUCK I 1 I, 1 __________ WOOD BUCK.... 11 1X FLOATING CLW LI i 2%1%1/8- ____ /8' � " 1 1 1 I I I 1 f I I I I ALUM ANGLE La 1 I 1 I 1 1 0 06 • •3/4' MIA.. .•' • •• s/I6'TAPCONs ANCHORS TYPE 'D' (INTO BLOCKS �0 F •••••EDGE DIST. I-;2'%IN.WSOD PENETRATION • •• •• • 1 PER AN_ANCHOR�TYPE__'G'_ INTO CONCRET ®H a •• - — 4 ANCHORS THRU 1X BUCK o w • ALL CLIPS ANO ANGLES TO FIT SNUG 4 • INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK (� o ,y • N 1"x4" & 2"x4" MULL •• ••• I \z I TAPCONS MAY BE H£X OR FLAT HEAD. a • • MIN. EDGE DIST. • 1 • • *0000 I I 11 2-•3 1CONCRETE U) / ! • • 6" RTOR I� kk1l o a • 1 • r •• •••• 1 I 4• HOLLOW BL K $/1S-TAPCONS 5/18'TAPCONS Fr •• ••• 1 I I 1-3/4'MSN. EMBED INTO MASONRY 1-3/4'MIN. EMBED INTO MASONRY • i • 1 • 2�gF•••• '1 11 2 X 2 X 1/8" 2 PER CLIP(I ON EACH WING) I PER ANGLE r._---------.I WOOD•BUCK L I I ALUM ANGLE • • •• • •• I I ALL CLIPS AND ANGLES TO FIT SNUG • •••• ALTERNATE ••• INTO TUBE MULLIONS. •" 1 — _=s-�'!-- •"--- o ANCHOR•LT;C,71SN•• TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE'A' a I T J I I! 11 Y 2 ANCHORS INTO WOOD i ii 1 Is --------- WOOD BUCK jIL IBY_ r l 1%FLOATING CLIP �1 I I 2%2 X LE v r 11 11 ALUM ANGLE y ao 5/18'TAPCONS N 1 1 1 I V 4 1 1/4" MIN. 1-1/20-MIN.WOOD PENETRATION s/ts'TAPCONs \ E GE DIST. +PER CUP(Z ON EACH YANG 1-1/2'MIN.WOOD PENETRATION I t I 1 I I r m 2 PER ANGLE 1 I I I x CHQRS TYPE--' BL-06 # \� r • ' ANCHOR-5—TYPE 'F' (INTO CONCRETES a m 4 1 M 2 ANCHORS THRU 1X BUCK 7•unT I, . INTO CONCRETE OR BLOCK �'�' •% H.�''i,,, X 1 if4" MI li i' �1 11 - 4� IL_I a li dp'�,�• � l.. ,^ ;,� ------------- I I I I 2%2 x 1/8' 1 1 W.V3',•`'' ;A CS ._ N. 1 FLOATING CUP 11 I I ALUM ANGLE \ U UI PRODUCT R6VISGD '+3c� .� •�' W000 BUCK 1 1 n:waIplyingwilh it.Plo,idu I 1 I I I 1 r---------1 t;vilding Codc /t 1 „O f1Q. � GIJ, 1 1 1 (�J�J �.J I 1 Acceptaue Na _ ANCHORS 'B' ALTERNATE TYPE ay_ 1 4 ANCHORS INTO WOOD ANCHOR LOCATION Wmnibnde Produce Control A MIN. EDGE DIST. 5/Is^iAPcoNs MIN. EDGE DIST. 2-3/16" CONCRETE OR —1-3/4'MIN.LIABEo INTO MASONRY 2-3/16" CONCRETE OR a 4- 4` HOLLOW BLO K 2 PER CUP(14 ON EACH WING) 5/16^TAPCONS 4` OLLOW HI. CK 5/16^TAPCONS 5/16'TAYCONS O N / 1-3/4^MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY O A W MIN. i PER ANGLE 3/4„ 4 PER CLIP(2 ON EACH WINO) 2 PER ANGLE w OFO MIN. .._, I ro y z • h .. A: M� o • \z 'I•' r \z o r •I' 1 )f �I T•' 1.• I . t OI u1 O 3 1 IIlall 11 I IIrII ZJZ X I I 1 I CONCRETE OR I I I 1' CONCRETE OR l i l q� CONCRETE OR IL= CEMENT DLOCK II 1 L_-11?� CEMENT BLOCK II 11 _-----_- ' 2 X 2 X LE I.i l j j j j ALUM2ANGLE6^ L7 A ----------- CEMENT BLOCK 1 1 1 ALUM ANGLE I -- -------- U tJ K .N I I I I FLOATING CLIP N I 2 7/16 FLOATING CUP 1 i \ I 1 1 1 1 I ti W 1 1 I 1 I 1 I MIN. I I 1 I 1 • • sees a •• �U ••• .1�. , • _... MIN. MULL ggg • -. .. •..I Y 0 MULL M p ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE (INTO BLOCK �w a 000000 T • • w o***** ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) ....• T . .� 000000 • • j A 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK o a 0009• 1 00 M 0090 1"x4" &. 2"x4" MULL 1 1--- --_?_- e 0 MULL I U 2 • • 1 • •h eLEtNKE $t5 :*so*• 1 1 ANCHOR LOCA110N • 000000 �I� IAU1.1 **see* I We •1 ••090• I 1 1 1 �, ' • I • • •1 1 i 1 1 1 1 • �r----•----•-•� • •• I I a I 1 I I FLOATING CLIP • (1 1 • • • �i-T $ I 1 I I u N •••••• 11 N • • I I I CONCRETE OR ` d •••••91 � I 1 N cEMErrt eLocK �� I Ir Z 5118'TAPCONS Z I.�•.. •'••,.• 1-3/4 MIN.EMBED • i 1 ` ..•(!. -._�� 1 • 'I"• # sc INTO MASONRY 2 PER Cl1P 1 y (1 ON EACH WING) w 5/16'TAPCONS— 12 SMS 1-3/4'MIN.EMBED INTO MASONRYy! 1 1 I 1 j i 4 PER CUP(2 ON EACH WANG) 2 I i I I PER ANGLE 1 • I 1 1 1 h 11 \ I 1 II IG I I 11 ti II ALL CLIPS AND ANGLES TO FIT SNUG c> 1 INTO TUBE MULLIONS. _ TAPCONS MAY BE HEX OR FLAT HEAD. PRODUCT iLGVISGD •. u.<umplying WitO lhcPWTWu � � �, I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Isuihli6gC�odc .' ``,'� ..v z AcceVtasw No \�. 1 n s 1 1 WITH ALKALI-RESISTANT COATINGS,iSUCH AS BITUMINOUS PAINT-0R WATER-WHITE METHACRYLATE LACQUER ; 5/16'TAPCONS 1-3/4'MIN.EMBED vtipmftlB Pro BCl Co01ro� INTO MASONRY- 1 PER ANGLE Gl MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR f^ 4" HOLLOW BLOCK 3-3/4" 5/16'TAPCONS 4' HOLLOW BL K 3-3/4" r- :Z� 5/16'TAPCONS1-3/4"MIN.EMNEO INTO LUSONRY MIN. 1-3/4•MIN•EMBED MTO MASONRYMIN. 4 PER CUP(2 ON EACH WING) O 4 PER CU ( ON EACH WI ) 00 M N O • ti b i C • ' CLIP LENGTH o& x o MULL 2 X 4 3.688' zr R 2 X 6 5,688' `J z° q z \ ` - 1BY m Z a R 6 O "2X'11 2X6 MULL 5/i6'TMCONS `r. '] EZ - TO MASONRY \ WOOO BUCK 2X6 MULL 5/16•TAPCONS AH WINO) '" 1-3/4•LIN.EMBED INTO LUSONRY t., 7 ------------------------- 1 3/4" 4 PER CUP(2 ON EACH WING) � 0----------------------------- 1 3/4" E+MIN. 3/4" tiz a• O• 0000•••• •• • •• •• CLIP LENGTH 2x6 Mauu _ 114 •z16•M7lLt - ••••• G�----------- MULL • • 'a `v 2 X 4 3.688' C ---------_-- 00 --------_- ,.• 4 ••••e •0 • 0000 \z \z 'r W o • • • • • I j� 2 X 6 5.688' \z D E� • • • •• •••• M • —_ rT .? I S .0000: --_---_--_ yz 8 0099•0 • • • + " +. J ,�., a • •••• 3-3/4" •.., 8 MIN. do 5 11/16" All CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) a $ _ INTO TUBE MULLIONS. 1BY ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'H' (INTO CONCRETE) woo0 eocx 4 ANCHORS THRU 1X BUCK y O O INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2"X6MULL SHOWN r • W ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS,BITUMINOUS PAINT OR .� 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACOUER. q x x ,I1�Ieii"er W .•'ti n rizonucrRl,vlst:0 �j •.0 o wcomplyinytm911t Ay�xc_jclft'--I1n+��yynmrt^Iu'XYl•.Iu'`'. t{he Fond) BI1An ! ,�/ � yOaG . . . ' \.� 1./✓y^ \Hdr1{tidl1C 15Contnl = 6 A MIN. EDGE DIST. 5/16`TAPCONS p+ 2-3/16" CONCRETE OR 1-3/4"MIN,EMBED INTO MASONRY 3-3/4" CLIP LENGTH v 4' HOLLOW BLO K4 TOTAL(2 ON EACH WING) MIN. o I FMULL 1 X 2 1.688' e y O 1 X 3 2.688' M� ye� z y 1 X 4 3.688, Ail 2 X 4 3.688' 2 X 6 5.688' ! 2 7/16" z> o o M -2x4 or 2X6 M.11--,", 1. ALL CLIPS AND ANGLES ARE TO FIT �z q MIN. I i t SNUG INTO TUBE MULLIONS. w x O o 2X2X I/4' i__________ U i i ALUM ANGLE 2• WHERE ANGLES ARE NOT FIT SNUG 'o s o R I I I I INTO TUBE MULLIONS, SEE OPTIONAL I j ANCHOR,DETAIL AT SHEET 9 OF 10. p A x w z s / 74 S.M.S.- CLIPS 0f�ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL `�TH /RR 1-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR E • • WATjf �Fj�TE METHACWIATE•I MUER. z 0000•• •••••• • • • • MIN, EDGE DIST. ! T7T.-L - -2-3/16" CONCRETE OR (�4 HOLLOW Bl K /Ix F.H.2/THICKALUMLENCRRTO INTO IAULUON••••• •• • •••• Z TUBES MAY BE NOTCHED 5�5 fie • • • • • M- AS SHOIYN TO ALLOY/INSTALLATION • • • •• •••• ' f '} 1 OF CUP ANGLE a ZI CAT IC; OF SCREW!•CONNECTING CAULK JOINT AFTER ASSEMBLY ANGLES TO TUBES WHERE ANGLES N 1414 FH SMS irRE• FIT SNUO•IIITO T4tlBE •• ••• 1 1 1 2 PER CUP- " • • 1 1 t I ACCESS HOLE 1-1/2'O.C. MIN. MEI LLIONS. •• I O i i v • • • • ----- .fu, -. 0.000• 1 1 1 1 .1 • • L_ ___________ _J 1 I iE 5/18'TAPCONS /14 SMS 1 3" I v d 31 1-3/4'MIN.EMBED IMO MASONRY 4 PER ANGLE 2 PER ANGLE I I ------ -----• --�--- ----- x 2 X 2 X 1/8' THIS SCREW CAN BE �-P 17 ALUM ANGLE INSTALLED IN EITHER $1PEH CUPS O 9�P u DIRECTION w�y i 1 2 O.C.LAIN. I yz° y. 1-3/4'X 2'X I/8'(FOR 2BY NBE) \ Z4-X 2"X 1/8'FOR(TOY NBE) 1ALUM ANGLE In CUT TO FIT INSIDE TUBE ANCHORS TYPE METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION wR la vi i •} '-• ;yi T T- ` rronucrRsvls[>.n • r 1r�Iyer4;v.iN the FlotiA6 �l ---.;�,_ -4. ;N I t lr'1 (ndo 1 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG I .;1,,�.zg- pg �8 f~ .4 MIN. INTO TUBE MULLIONS. }"jrn-n+`Iy;po�L �� L7�2�f V a --- TAPCONS MAY BE HEX OR FLAT HEAD. 1 3/4" OPTIONAL ANCHOR DETAIL (-7 -- , - MIN. ;,limen]tadt•lYodaN ConQol 6 ANCHORS INTO CONCRETE OR CEMENT BLOCK q ANCHOR TYPES and SUBSTRATE ANCHOR TYPES slid SUBSTRATE ANCHOR TYPES and SUBSTRATE N4d07 mAlm A B C D E F G H I Wm MAIon A B C D E F I G H I AIM Mition A B D E F m SP- VW. VW. BNL BIk Bk. Oma CO= Can W. VVI. M. BIL BIk Bk. Cmc Om Cam MU ) Span VW. WJ. Bk BIk Bk Calc COnc GDt1c MI. o 18 160 180 150 150_ 150 150 150 150 150 18 91 150 150 150 150 150 150 150 150 18 58 1t2 129 150 150 _144 150 _150 150 C 24 132 150 150 160 150 150 150 150 150 24 68 139 150 150 150 150 150 150 150 Z4 42 84 97 148 150 108 150 150 118 y to 30 105 160 150 150 150 150 150 150 150 30 54 10B 125 150 160 140 150 150 150 30 34 67 77_ 118 _150 87 130 150 93 M to Ln 38 88 150 150 150 160 150 150 150 150 36 45 91 104 150 150 117 150 150 125 36 28 56 85 97 129 72 109 144 77 to,o :3 x % 42 75 160 150 150 150 150 150 150 150 42 39 78 89 134 160 tO0 150 150 107 42 2.4 46 55 83 111 62 93 124 66 �p 0 V � 46 613 132 150 150 150 150 150 150 150 48 741/4 34 68 78 118 150 87 132 150 93 48 120 21 42 46 73 97 54 81 108 58 o �l 64 59 117 135 150 150 150 150 150 150 64 30 60 70 105 139 78 117 150 83 64 t9 37 43 65 88 48 72 96 51 3 W v 80 53 105 121 150 150 135 _ 150 150 145 90 27 54 63 94 125 7D 105 140 75 60 17 34 39 58 77 43 65 87 46 68 48 98 110 150 950 123 150 150 132 66 25 49 57 86 114 64 90 127 cn 68 88 is 31 35 53 70 39 69 79 42 Z J 2 •z q 72 44 Be 101 150 160 113 150 150 121 72 23 45 52 78 104 59 8B 117 62 72 14 28 32 49 65 38 54 72 39 0 0 ,4 C) 78 41 81 93 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 13 26 30 45 60 33 60 67 36 m N 18 133 ISO 150 150 150 150 150 150 150 18 80 163 150 150 150 150 150 150 150 18 51 102 117 150 150 131 160 150 140 I u 100 ISO 150 150 150 150 MI) 150 150 24 8 60 170 136 150 150 150 160 150 150 24 38 71 Be 132 150 98 148 150 105_ A 30 L 80 150 150 150 150 150 150 150 150 30 a•' 48 96 N1 150 150 124 150 150 132 30 31 81 70 108 141 79 118 150 64 ti I 38 87 f33 1 150 150 150 160 150 150 36 _ C 40 80 92 139 150 103 150 160 110 38 _ 26 51 59 88 117 88 99 131 70 42 50 1040 131 150 150 147 160 150 150 42 34 69 79 119 150 83 133 150 94 42 22 44 50 76 101 98 85 112 60 "� a ORB i 155 1 150 128 150 150 137 48 30 60 89 104 139 n 118 150 83 4t 132 19 38 44 66 88 49 74 98 53 U "agog M 89 102 1 1 114 150 150 122 64 27 53 61 92 123 89 103 137 /3 64 17 34 39 59 78 M 88 87 47 tJ {-• !0 0 40 80 92 1380 150 103 150 150 110 80 24 48 55 83 111 Q 93 124 OB 60 15 31 35 53 70 39 59 79 42 ®H ' W •!0 83 126 150 03 140 150 100 88 22 44 50 76 101 58 85 112 60 68 14 28 32 48 64 38 54 72 38 y 7y 33 e7 78 1 150 86 129 150 81 12 20 40 46 fig 92 52 78 103 55 72 13 28 29 44 59 34 49 66 35 78 31 061 71 1860 010 79 119 150 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 46 61 32 118 150 150 150 1 150 150 150 150 18 70 14D 150 150 150 150 150 150 150 18 47 94 108 150 150 _120 150 150 129 1114, 24 0.0 86 ih 150 lip jp0 150 160 150 150 24 53 105 121 150 150 135 160 150 145 24 35 !0 81 121 150 90 136 150 96 �, O 319• •0 71 t112 50 1" � 150 150 150 150 30 42 84 97 148 150 LOB 150 150 1113 30 28 66 _05 97 129 72 109 144 T7 A 0.0 59 36 150 150 150 150 160 36 35 70 81 121 150 90 138 150 98 38 23 47 54 81 108 0D 90 120 64 (i z 42 Si18 1�f1 150 130 150 150 139 42 30 60 89 104 138 n 116 150 83 42 20 40 48 69 92 52 78 103 55 zz A18 0 0 4402 1500 860 114 150 150 122 48 96 26 53 61 91 121 68 102 135 72 48 144 18 35 40 61 81 45 68 90 48 0 3991 1 101 750 150 108 64 23 47 54 81 108 83 90 120 64 64 16 31 38 64 72 40 80 00 43 60 3582 17J 150 91 137 150 97 60 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 3B 54 72 39 tFt 0• 74_ *10 MS 84 125 t50 89 88 19 38 44 66 88 49 74 98 53 68 13 28 29 44 59 33 49 06 357 88 70 114 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 27 40 54 3D 45 60 3270 2763 61 125 M 105 140 75 78 16 32 37 56 74 42 63 63 45 78 11 22 25 37 50 28 42 55 30 1 7SO 1 150 150 150 160 150 18 62 125 143 150 .150 150 150 150 150 18 45 90 103 ISO 150 116 150 150 123Z! 50 150 150 t50 150 150 150 24 47 94 108 150 150 120 150 150 129 24 34 67 77 118 150 87 130 150 9330 84148 15O 150 150 150 150 150 30 37 75 86 129 150 98 145 150 103 30 27 54 82 93 124 89 104 138 7436 53123 150 1.50 f37 150 150 147 38 31 62 72 108 143 80 121 150 85 36 22 45 52 78 103 5B 87 11542 48105 150 150 718 iW 150 128 42 27 53 81 92 123 69 103 137 73 42 19 3B 44 67 08 49 74 99 6348 63 4092 138 150 103 160 150 110 48 108 23 47 54 81 108 60 90 120 84 48 150 17 34 39 56 77 43 65 87 46 P 64 36 71 81 123 150 92 138 150 98 64 21 42 48 72 98 53 80 107 57 64_ 15 30 34 52 69 38 56 77 41 80 32 64 74 111 147 82 124 150 88 80 19 37 43 65 86 49 72 95151 6b 13 27 31 47 82 35 52 69 66 29 58 67 101 134 75 113 1S0 80 88 17 34 39 so 78 44 fib 87 47 88 12 24 28 42 56 31 47 63 34 v 72 27 53 81 82 123 69 103 137 73 72 18 31 36 54 72 40 60 80 43 72 11 22 28 39 52 29 43 56 31 L > R 78 25 49 57 85 113 ei 95 127 68 78 74 28 33 60 88 37 56 74 40 78 10 21 24 36 48 27 40 53 28 ANCHOR/CLIP -ANCHOR/CUP HORIZONTAL IAUlL10N ANCHOR CLIP NOTES: S ;^ GLAZ910 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER VERTICA z PRODUCT " TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. MULLION 0 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN O A21Nc GLAZING PRODUCT PRODUCT THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. n• GLAZING GIAZMG V '+ m PRODUCT PRODUCT :m a 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER F �a LOCATIONS AT HEAD, SILL OR JAMB ENDS. ►; ? ;4 ANCHOR CU ANCHOR/CUP N 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTrseVISED aT �a omPlying ailh Ole Florida w Pxddx, C.o•]a A� Z[� �•1 WI W2 E x ton0 ZC3 HORIZON AL MULLION Z v' SPAN ttv'..=�5•! __`;lug ////// Bki., TYPICAL MULLION CLIP Q$gANGEMENTS Uami Drdc product Con0oT1 C R MIAMI-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.Qoy/economy. Lawson Industries,Inc. 8501 NW 90"Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHS may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled"La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there ha'-'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 av1i1able fpr * tron at*he Job site at the request of the Building Official. This NOA revises NOA No'J3- VR 11 apd••c :Msts o f this page 1 and evidence pages E-1,F,2 and E-3, as well as approval documdrh1 mdildondd abdve.• • •• The submitted dociunentation was reviewed by Jaime D.Gascon,P.E. . ... ... ... ... ... .. NOA No. 14-0908.07 . .. . . . . . . .. MIAMI•DADE COUNTY •• • �•�hY • • Expiration Date: June 05,2018 -' ' Approval Date: May 07,2015 ... l� °�t�... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202-03) 2. Drawing No. FD 2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "G",dated 04/15/15,signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P.E. (Submitted under NOA Mo.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, HETI44-1896 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 rlqdj;jVQ-jNo 03 Q219 01) . .. . . . . ... . . ... ... ... ... ... 3aime D.Gascon,P.E. . Product Control Section Supervisor .. NOA No.14-0908.07 . .. . . . . . . .. •• Expiration Date: June 05,2018 Approval Date: May 07,2015 . . . . . . . . . . . .. .. . . . % .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02--1726, HETI-02-1728, HETI-02-1736, HETI42-1742, HETI-02-1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 51h 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•4 }at/J.J.2.-n, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. •: : : •. (Submitted antler previous NbA 1170. 12-0127.23) Jaime D.Gascon,P. • •.. ... 00: ... 0:0 Product Control Section Supervisor • NOA No. 14-0908.07 • '• Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 ... . . . . ... . . . . . . V: . . . . ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10,signed by Ishaq Chanda,P.E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F.Font,P. E. (Submitted under NDA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09,signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc.,dated 10/22/09,signed and sealed by Candido F. Font,P. E. (Submitted under NOA No.-10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HE TI-04-1896B, HETI44-1377, HETI--02--T095, HETI-02—T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HET142-1763 and HETI42-1765, 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. .. ... . . . . . .. .. . . . . ••• . Jaime D.Gascon, .E. • . • Product Control Section Supervisor •. • • . NOA No. 14-0908.07 •• • • • • Expiration Date: June 05,2018 Approval Date: May 07,2015 —4 • • • • • • • • • • ••• • • • ••• • • IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIALS -- 145 1/2•Max Unit VWth Sldelite a anobor spa.irg Swing 11119#1 DRW'O#I PART 0 MD. I DESCRIPTION R®IARKS Panel Width -s➢1 Panel VMth 1 I L-901 LIP098 I FRAME HEAD 6063-T6 ALUMINUM ' C 33 13/16' naX. ) p ( 35 3/16' rnnx. J.. 2 L-902 LII-097 I FRAME SILL 6063-T6 ALUMINUM 3 L-903 Lit-090 2 FRAME JAMB 6063-T6 ALUMINUM 858• 'T 4 L-901 LII-096 2 SIDELITE JAMB ADAPTER 6063-15 ALUMINUM M 16 5 L-906 1_1I-092 2 x panel PANEL TOP 4 BOTTOM RAIL 6063-T6 ALUMINUM SEE ALTERNATE BOLT 0 5 AT SHEET 2S' 6 L-907 LTI-091 1 x panel HINGE STILE 6063-T6 ALL04INUM 0 1 e / \ Max. 1001.0 Vidt 7 L-905 1.11-094 1 x panel LOCK STILE 6063-76 ALUMINUM .. 8 L-909 Ltl-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-75 ALUMINUM 9 L-911 Llt-OBS AS REQ'❑. 1/4 ROUND ALUM BEAD-7MI6- 6063-T5 ALUMINUM Y= N C /,i D E \ D // C2 10 L-912 LII-087 AS REO'D 1/4 ROUND ALUM,DEAD -3/8' 6063-75 ALUMINUM a,,, �� / %/ H FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T3 ALUMINUM / \ S 12 VVS-001 TP 3286 AS REO'D, Bulb Vinyl Vts'p:Tann Plastics,Inc See Haterlal C osltlon at Sheet Y iV Y X °"�' a a L= Active Inactive _ Zr 13 PWS-OOT ■ AS REOA VTS'P.!TOP/BOT T.RAILS SChle el FS -�187'w.X.210Th, ca � II PWS-002 ■ AS REOA VTS'P.!FRAME HEAD 6 JAMB Schlegel PB-.187■.%.330Th. _ o% 109 M U Med�nat s 15 L-910 LU-089 2 x pant STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16 FD-619 FD-619-1 e x panel STRIKER PLATE 6063-T5 ALUMINUM M j a � Sidelite \ / J., 17 FD-631 L1I-086 A REDD. GLAZING ADAPTER 6063-T6 ALUMINUM 0 HC-001 SF-5 x•Pnnl DELTA FLUSH BOLT (@ TOP L BOTTOM OF LOCK STILE) /i ♦� 4it►fCl-2 HC-024/025 1 SET DOS LAK/ AD BOLT SET KVIKSET-Srries 6907 LIMBO y e Ixk s/ej Side its TO FD-ft-i?HC-024/023 1!ET DOOR LOCK/READ B0.T SET SOILAGE-Series FB350 COMBO S pgppU�BT *to il4rr*l-2 14C-02-44-p2-5.' T LOCK / AD BELT SET DEFIANT-Series 831 COMBO v ARL BOLT 2EN r AS REO'A rrnit 1Nut°ll.•Scree -Head (See Notes at sheet 4 of 6) ��- I3 2 3 pp�ip AT SHEET 1 °i --------- 4t* --- AS REO'A frau mal.Screr-Jonb/Sell (See Notes at sheet 4 of 6) ---- ---- - -'^^ ^'-^" --- -"--"--" -"- - t} ••• A FRAHI/ASSEINB@Y SCREW 112 X 3/11 PR-PHI. 1 2 6'0. J ItSCREW N10 X 3/4'P,H.-PHL 5. 06 OFD-634AS REO'D. 1/4 ROUND ALUM BEAD-11/16' 6063-T5 ALUMINUM 6' 6' 6 b' _2 GLA T,ATTACK SCREW N8 X l 1/4'FK-PHI. U1�CHQ)2 NOTES: 5�(4 rax�o.0 1 - t/4 3/4 1@ 3/1' 4 1 /2' 14 1/8' /4 3/4' 1128 • FS-048 iwlbsnel Doubt•"assembly Screw 3/8•x2 1/4'Hex Scree t Nut I. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sldeUte) (�rw ac n x oc.o ■ AS REO'❑. NEUTR Cl1RE SILICONE Schnee-Norehend SN-5731 ANCHOR O.C. MAX. $PACING AND LOCATIONS. act�`Ja pane0 tnaG�lve panel) H9TE: 2. SEE SHEET 4 OF 6 FOR INSTALLATION Same anobor spacing 30 s AS REG% NEUTRAI•CURE SILICONE Doe Corning 899 FASTENERS TYPES. n�XXOn EXTERIOR ELEVATIOAI at frame heed&will %p • ■•• AS REQ'A "*,PlURE•SILICOME Trenco S-500 3. SAME ANCHOR SPACING O FRAME HEAD &SILL 32 ■ r Aj JEO'D. La to ass see Pg 5 Dupont-Sentry Gloss Plus 3! ■ a AS REQ'D, Lo,%4*d Gt As sea Pg,5 Dupont -PVB 1). QUALIFIES SINGLE 1[UPANELS(SEE ELEVATIONS). NOTES• 34 ■ EO'D. Laminated Gloss sae P4 5 Safe.-PV8 2)• QUALIFIES UMTS WITH ANDND WITHOUT THOIIT SIDELTFES 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE-5th EDITION. 3). MAX. FRAME SIZE 145 1/2"w.X 95 3/4"b. OXXO 2).GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 35 ■ HC-0@2 2/I0nnet PANEL ASSY ALUM,PLATE I 1/2'x 2'x 1/8'(6063-TS ALUM.) 4), EXT &INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE THE FBC 2014 CODE. 36 a NC-004 2/Panel Panvi Ass'y Full Lenght Rod 3/0'91°.-20➢Rod.Platt,Flange Nut 6), QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011 B HINGE ATTACHMENT SCREW NSo X 3/4'P.H./PHL 6). MAX. DAYLITZ OPENING WIDTH= 26" TRANSFER LOAD TO THE STRUCTURE &TO BE REVIEWED BY BUILDING OFFICIAL. 36 ■ FS-014 12 SIDELITE ATTACHMENT SCREW 410 X 3•PH/PHIL.-(1T OC Max.) 7). MAX. DAYLITE OPENING BRIGHT= 53 1/8" 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SHE ELEVATION AT SHEET lofe FOR MAX. ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 52PP050BG14 6/Jamb 1/2'Dia.Hole Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 9}ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALT.DRESSING OR STUCCO. 40 NC-007 62PPOS73GII 2/Pani 7/8'Oa.Hole Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 10), NO HURRICANE SHUTTERS ARS REQUIRED 5). SEE NOTES O SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. 6).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 ■ IC-Ott 1/BIX.T FLUSH 80.7 Sell Plug-Nylon 6-6 SUNCO'LASTICS Inc.Rockwell N-79 as Complying with the Fforida ARE NOT PART OF THIS APPROVAL. 42 L-913 US-O86 AS REQ'❑. 1/2 ROUND FALSE ALUM.MUNTIN 6063-T5 ALUMINUMBWIdingCoda t2� LIMITATIONS: 43 ■ w AS REQ'A INT FALSE APPLIED MUNTIN 1125'X,022' STOCK ALUMINUM B= 'O/ 1). MAX, DP a 386 PSF W/ (4) Surface Bolts &Gloss Types A. B, C& 0. 44 L-915 FD-623 AS REO'A FRAME HEAD SHEAR PLATE 6063-T3 ALUMINUM- 4'long :4p (SEE LOCATION DETAILS O SHEET 3 OF 6) 4S 1.-916 1.11-117 AS REO'D. FRAME LOW SILL-OPTIONAL 6063-T5 ALUMINUM B)' 2). MAX. OP a 376 PSF W/2-Point Lock(active)+ (2) Surface Bolts at inactive 46 FO-635 HC-050 1 TWO-POINT FLUSNBOLT LOCK OPTIONAL(FOR+/-76.0 Osf DP> g d Control 3). MAX. DP - *76 PSF W/Flat Sill & must he used where water Infiltration in "TWO.". not required or opening is protected by Overhang ratio greater than one, 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM.ANGLE 1 1/2'x 1 1/2'x 1/8'Al-6063-TS lIa 4). MAX. DP - :LBO PSF W/Multi-Point Lock(1-active)+(1-passive) at Inactive 48 FD-627 FD-627-1 2/Panel 2-Point lock Bolt to C ANGLE 3'x vis 1 I Su 1/8'Alun.6063-T5 �� Railed t Notal: �� ® �a -r 49 ■ r AS REO'A Joint Sealant-White Colored 'Purvis Ca'Super Seal �' • 'II$`',� �i Reviled to comply w PBC2004-11/01/06 1\VJ 8501 NW 901h St. '� MEDLEY. FLORIDA 33166 50 FD-638 HC- S SET LOCK ACTIVE HANDLE L TRIMSET ASHLAND NV5201A-A ed to comply•/FBC2007&added • p 5725 * Insulated Ole-01/22/10 x (305) 696-8860 51 FD-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND NVSSIO-STACTS * Ashland Mult-Patot Look 01/27/11 MANU?ACrVAVR 0?4VAEIf4•AWMINUM NINDO�S AND CUES DOORS 52 FD-640 HC- I SET LOCK PASSIVE HANDLE t TRIMSET ASHLAND NlMeDIA-P ��= ad W eom 1 w 2010 PBC p) / Draa eaar. Pao clan Pnxt CaaralP 1.elar/Ya4t rano rAaxa 1 OF e 53 FO-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND NV5O0-STPAS4 "'O A E C 701 Reviled to comply• 2014 FIC NOA APPROVAL IMPACT FRENCH❑0011 54 FO-641 HC- 2 x panel Multi-Poht Lock Rolt Guide N-YL tM 6-6 Rackretl M scale 79 'j: ■.wrasw 01/101,16 "La Porte" impact" French Out-Swing Door P \ Nelson graze 55 ■ FS-- 4/Gulde t Guide Attuchnent Fastener 16 x 1/2•P.K/PHIL, .' • • b R 1 Q.••(U.\�� eel,D_ LS -. fA',til Nmwi■a Nelson Eraso 01/20/12 56 FO-642 :::HC:-::Il x Lack Lock Top Hount Adapter NYLON ADAPTERCS�. �ttt 57 FD-643 HC- 1 x Lack Lock Hotton Mount Adopter NYLON ADAPTER f1T'TW11'��" a.Ee• D'/'�'"•'n�.x4R °maw�n FO-2003 A�'"a" DATE 110 7/8'Nax Wit Width - 73 9/l6'No.Unit Width 74 1/2'Max LbIt Width 3Li 3!8'Max 38 S/8'Nox uut vats u,dt vats Swln9 9 S�ETE�KH EIANE T KTERNA Bp�T $EE AL��RMATE T Pan•1 Wath / 3 OS AT T Panl 1 VIdM 3 1 ite e�AT SHE Pamel6' m A OQ Ai EEf �,{"/�0 nD'IOe 5 AT SHE 35 3/16" nox 13 3/16' nox A < 33 13/16' ro°x. F �"'1 ] 1 1 >n ti 1Y A I 2 I 2 A I P 1 N II I Mox.izDL Id II I Mox.2K WidthII 1 II 1 a II= C� D / I II ,� FII I gII \ P C D I I .Lam F' II it _� 4ti II m II 8 =� II x Y0 I) II g $ 2 0 d X Inactive $ G .2" x G ° exo JI Acilve o.ON AIL® II1 H I ® (� D ed, }E 8pL 5Q�K7ERNATE 0q TE • 0 0 0 0• �w`SHEEf T OPTIONS AT SHEEP T 6SHEET i TSEAAlT7AA T •00000 3 EB "0X0.'•FLI;VATION•.•• a.a "XX" ELEVATION "OX" ELEVATION f X' ELEVATIO °0" ELEVATION ..... • .. 000.00 • • L45 1/8'Max Wit Wath .... .. ••.. APPROVED CONFIGURATIONS . . . SEf�L7ERMATE LT • SN1ERIte •0 0 OPi�! T 216E SW 90000: Panel Width 3 panel Wath "LaPorte"IIEPACT PttRNCB OUTRIRNO DOOR- DRSIGN LOAD CHART • 0 < 33 13/166 nox. ) A ••• t 35 3/16' nox. 7� PANS,IEIDTH/�EG1IlRr NUUM DP PANEL DP(PSP) 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION �6 •,• • •• • •••. VIEWED FROM THE EXTERIOR SIDE. A(INCHES) Of OLAS9 TYPE AC(p�si�CLASS 01.199 GLASS • 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE ANCHORS•e'k"B" TYPE'ti'TYPE 'c'TYPE'n' '^• • • AND ARE AVAILABLE AS OPTIONAL. TTIDTH• �GHT• /I'� +/-(PSP) DIEM• +/-(PSP) +/-(M)+/-(PST) E � • 3. PAN�DLOSU ARE AVAILABLE WITH SINGLE BOTTOM RAIL 10 1/4' S +_86.9 11 3/16' _+76A ±76.0 ±76.0- of 76.0•• •• I • II• Mnx.25 vat 4. GOUT-SW OUT-SWING DOOR WITHOUT INSECT SCREEN. • 16 1/4' 5 ±86.0 17 3/16' ±76.0 ±76.0 ±76.0 • • II I 22 1/4'. 77' 5 ±86.0 23 3/16' +76.0 +76.0 +76.0 y C D / S \ D ! / © 28 1/4' sIS> 5 +86.0 29 3/16' ±76.0 +76.0 ±76A 30 1/4' S 186.0 31 3/16' 176A 176.0 176.0 A: 34 1/4' S ±86.0 35 3/16' +76.0 ±76.0 ±76.0 ° aM N U II �»= 19 1/1' 6 ±86.0 1l 3/16' ±76A ±76.0 +_76.0 x$ =m „ o PRODUCTREVISM 16 1/4' 6 ±86.0 17 3/16' ±76.0 ±76.0 +76.0 a° � N ctive $r( es Complyilm with 16e Fbdda got-%� x II DuitdleB Cede yO�•O� 22 1/4' 93' 6 +_86A 23 3116' ±76.0 ±76.0 ±76.0 Active r/ de Z ■<6) pp II A:apmluv Ko 28 1/4' 6 *86.0 29 3/16' +76.0 ±76A +76.0 w �� 30 1/4' 6 ±86.0 3l 3/16' ±76.0 ±76.0 ±76.0 N R RAIMiami e ® �COAioi 4 1/ -6 -06.0 35 3/16' ±76A ±76.0 _+760 � •OPERABLE PANEL MUST MEET APPLICABLE REWNiEIAENiS PER BIILOWG CODE. D THOMAS 1. RH •0 PARENTHESIS INDICATES OF ARCNWS AT FRAME.WAO. PRO DIRER O -- -- -- -- - - -' -- - -- 6 m ,,��O• '�F•.O��i Revision t Notes: LA P Y 1 7 `1�.r ,S Zia" to comply• PHC2004-11/01/05 11.AAA 850 NWY. 90th t33186 SEE KTEANATE DOLT:/ $225 R ia"to comply w/PHC2007 k added = ( ) OPTIONS AT SHEET 1•aulate4 Clau 01/22/10 305 696-8660 J 1 e ' * Eland Mutt-Point Lock 01/27/11 AUNU<rICNRER OF OUALrT1'ALUYINUY N7ND0I9 AND GL493 DOORS "OXXO" ELEVATION ¢ Revised to comply w/2010 FeC asa Cie,., w I ca.e Ceaaay a.raa/Aw.e rasa • F %�w� Revised to comply w 2014 FBC MOA APPROVK WPACT FRENCH DOOR 2 OF 0 ANCHOR NOTES: i a,w.a aa, a rA„A.a n n n i, SEE ELEVATION AT SHEET 1 OF 8 FOR Nelson Erazo 01/16/15 La Porte Impact French Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. S+ �a �� a.w,Dip 2. gEg SHEET 4 OF 6 FOR INSTALLATION aA Zr�)1,L�q-�ett� Nelson Rrazo at/20/12 FASTENERS TYPES. 1 2'`115 a..a, aW+a••waw., arrow A•,a,1Lw, a.ww.x a.«r DATE 5 n.t.s. FD-2003 G 5/16'TAPCON W1 I N ENDED. 5/16'TAPCON W/ (S ES BELOW FOR SPACING) 1 1/2'MIN ENDED. 2 x(P.T.)WOOD BUCK INTERIOR SIDE ( 1)I x(PT)WOOD BUCK SEE ELEVATION AT 1/4'MAX SHIN TYP. NOTE 3. SHEET SHEET I OF 6 FOR SPACING 3 LOCK STILE 3 4 3 JAMB MULLION (19 20 21 15 16 MULLION JAMB 38 6 38 6 AC 7 46 7 Ictl, 6 6 17 12 27 12 12 2 33 Sidelite 39 36 17 T SldeLl.?T 38 1 1/4'HINTI-ED�—G—.-IS r 1 1/4' TYP TIsutance LO Width14 17 18 9 10 0 14 Age net Width 27 12 1/4' E EXTERIOR SIDE MAX SHIM MIN EMBED. @) TYP 0 *0MIN EMBED 0 0 0 UNII WLUI" (TYP.) •9 0 0 0•0 I B0 •0 *00 0 0 • 0 R MDR U"ZMR SIDE 1. SEE ELEVATION AT SHEET I OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 0"1"0 • 0 leactive Inactive #Q)s 2. FETCS 8 FOR INSTALLANON NH&ET�ff S S. 00 0 00 0 a 0: :••0•• 18 C3 _R swig Active I Inactive 17 0 0:0 0 0• L J OPTIONAL BOLT 0 TOP RAIL >xtmloRsD� IN, OR SWE • ,STILES W174 FLUSH BOLT..0..0 LOCK STILES WITH TWO-POINT LOCK BI 4 • & FLUSH BOLT Inactive 0 0 0 0 so* 0 0 0•0 0 0 6' Active • 0 0 tva-paint (13) 45 0 49 _lve 1--c1l" 0 0 0 0 AT 0 00 tO 7 12 32 3 31111. 000*00 00 ?u 0 17 OPTIONAL SILL MIINTO 1.0 FIFC- ONC.(TYP.) 28 INTERIOR SIDE is5/16'ELCU TAPCCM W/ EXTERIOR SIDE16 L BOLT 0 BOTTOM RAIL 1 1/4- 1 U2.MIN EMBED SEE DETAIL E3 FOR MOUNTING LOCATION IN.EDGE INST.) 23 36 LT MULTI-POINT FLUSH BOLT & (0) FLAT SILL NOTE: 2 LW.UP *76 PSF MAX.UP-*$$PSF TWO-POINT LOCK LIMITATIONS: DOORS a SIDELITES WITH THIS SILL TO BE 95 1/4'MAX FRAME, .. HEIGMT.j 13 12 OPTIONAL LOCK DETAILS 1). MAX. DP - *88 PSF W1 (4) THIS TYPE OF SILL IS LIMITED TO+/-76.0 p.f BE",.LOAD � Surface Bolts & Glass Types A. 8.&C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 2). MAX, UP - ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR R. 2' THOU"J. SOTOS OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL SIR PROMM 0 n ILock(acUve)+(2) Surface Bolts *Inactive WHERE THE DOOR IS LOCATED. SILL ft- 7,He Ight Revision Notes: 8501 NW 90th St. di Revised to comply V/PBUO04 -it/01/06 LA WSON MEDLEY, FLORIDA 33166 '4' }:"MIN EMBED.INTO • Revised to c mply v/FBC2007&added -8860 a 0 55225 Glass 01/22/10 (305) 696 3500 PSI COW.(TYP.) Insulated • Ashland Mult-Point lack 01/27/11 )ANUXACrUM UP 4ULUTY ALUAUNUM 17NDOWS AND 0"SS DOORS 5/I6'ELCO TAPCON W/ PRODUCT REVISED Revised to comply W/2010 rec W js.4,V.&b Ill.. 0 r Revised to comply w/e014 C FRENCH DNA I 1 1/4' 1 1/21 MIN EMBED. a coinpIft%ith The FlMde 110—A IXPI&IVAL 1p"AlMl 1-- 3 or 6 (MIN.EDGE DIST.) (SEE SHEET I OF 6 Bundksa oxk E "La Porte" Impact" French Out-Swing Door FDR sw—A PW LOCATION AND SPACING)Am .07 0 Nelson R... PO 11=61,4 OPTIONAL - DOUBLE BOTTO Atc RAIL DETAIL13Y If 1141— FD-2003 �Nwu set Product control IDATE____ EXTEamH C ,Ay_�—P ArT S - --••-• un,Tc Ao4cM p+�!- U E 11+ SIX •t IN TY E & DESGAIPTIONS u 1ttacvs 17s INTERIOR SIDE /-�.-�^ / ��t7m � -- IN x f n(/FNIL. —•- 88 0•A LaminatedCtaea by D oat -Glue a A" AISEMtY SCREWS ON ED MAXIMS 17 GIazt g Adapter {��. Glazing Depth fit x 911•FOLM4L. I- 1•tglE DR8CAe7SON tMSAO. 92 —VFAnERYrRIP FACE OP $IIIn0n0 1 29 3 31 Caulking I 1 3/16'Amwlad -- (I E 490'DuPont SGP Interla rr — !�I ....-............\ 3 3/16'Annealed a4AA• N � Laminated Glean .340"0 A Laminated Glass D Du Dot-C1ass T e ! ILL by Dupont or Solutla ngy Dg TION DPT1II. 33 AswtoT� - BDOR.AV• Types A', 'B'or'C' DAEIIIOI SIR '�'---_ 1 VB'Mnealetl - (SEE TABLE V/COMWESPON➢1 SIDEL[TE/IAMB ATTACHMENT DETAIL 2 M.DuPont PVB Intermyer — FRAME ASSEMBLY DETAIL GLAZING TYPE a OESCRiPTI 1/4 Round Bead 9 f0 3 l/8'Annealtd naw (DICK six) ACCESS�E�� 2 33 34 Dnvx �n EXTERIOR SIDE .340 0 A Laminated Glean b 8olutla - Class e C ° GLAZING DETAIL #1 MM D'uD�C10N nBTm � SILL SEALANT DETAIL 1 l/e'Next-StrnnOthrrnd Gloss MITE,HEADER TO 1R SICKED SINILAR TO SILL LEFT Dml /�NINR SIRE 2 ASC SaMfX e r 3 V9•Heat-StrenOthrrntl Glnes naw UFT EM THNEAS l AND REwvef TMIEARo AND °IA •— t/ J/B' 0 • • INTERIOR SIDE ("T ALNC TYPE & ESCRIPTIONG •• O GI III 3lloone • • • • •IDMDE 4t'TADI"T ID Glazing Adapter g 31 r340 0 A Laminated bless D 3outiaSCKV*93I 5/1d'laminated Glean S/9Its x 714•Pll/MOL!t • Gla De th DB&.'RWf10N OSTIII.tgiNGE A)7 ACHMENT NG 6LAiIHTAGBTrPE auCORREelPTtrot 1/6'Heot-Stenpthenrd GlassAasss Nn.E / .0W S4LOIRN '' •• •• / LEFT NMHD NDnE LEAF TO DODR STILE _ 1/9'INSULAMeet-SED AI SPA Yl•00 1/4'IasulafOd1/4'INSLLATE➢pIR SPACE•:*60 •••• / W �. QCe 1F/ � 1/8' TENPERC9 GLASS ••••• I/8 amp. alsoS • ti i` •••••• STD.E IOTTOH .340 0 A Laminated Glees D 3olutia - Glass a E ••••• • • NIr1'L Air NEI(wT INSULATED SPACER'Tr Senl'- Glazing Bead AVIVID• ANa vAsldH Dura Seat SdOote SPncar Y8 R'BY D88CROMON • •• SCKVS 1a, Block-1/4'At ce ••••• •1 ND*�0�"�jL•• PANEL ASSEMBLY DETAIL PtNa.Ste-esH 3s 1 Vg'Nrat-Slee thenw GtaE, ITTI • • e A0'DuPont SGP VA.Ao fr • • •••••• EXTERIOR 3 I/e'Hent-stye thrrna elate ACE ••••• .4 1/41 INSULATE • • • ••• ACCESS HDLE mvEa rD V (:T A7.ING DETAIL #2 S 1/e' fEM4NERED GLASS _D AIR P 94 • • •• • =Tt011 LEFT.IN• • • • i is••••• •••••• N1NONLY-l,MntEl)0 RW • • anvly VAS,SIDE,PN $14 SNS OR SELF DRILLING SCREWS 614 SMS DR SELF DRILLING SCREWS INTO METAL STRUCTURE WTO HDETAL STRUCTURE CSEE NOTES FOR SPACINW...�I1�. <.r NOTES FOR SPACING) P1MIN EWE DIST, 11 106-75 MIN.) 1� MW EDGE DISI, 12 GA MIN. - — (fy X36 KSl NIN> JALU'"'I"LO4 TUDE MULLION STEEL TUBE OR COLUMN r REFER TO APPROVED (STEEL IN CONTACT V/ALUM N1ANt-1MDE NOP..A Df TO BE PLATED OR PAINTED) — wsd n.cbv wtet T _1 1/4'MAX.SHIN TVP, 1/4'MAXSHIN TVP. Y T PRODULI RDVISED X Mese a KnwS_ w cmnplyiug TAith Florida r xd L-+ Iwo a BulW I O nra/'LTtn g Acce No ,g .p /.•p/f 1 1/4'MIN. 5/16'ELCO TAPCDN V/ am -•�V/ 6: DIS DI-S-T{. 5/16•TAPCGNgW/ 1 1/4'MIN T�DIST I CE2NOT NOTES FOR SPACING) THOWSOTOS I1 HINGE ASSEMBLY DETAIL I— TYP I <SEEe1ATESEiOR SPANCTO CONC• PROP �CINggR NFD-624-2 MI�Pmduc(Ca)n (CONC.TO BE 3 KS[NIH> WO01)BUCK �� li ''i Revision Notes: 1 1/ �•��"", 1 1 Y (BICE GEN.NOTE R3) �� ;• S••,k �i8501 NW 90th St. (NW EMBED �� 6 p�4� Revised to comply w PBC2004-11/01/05 �� ® MEDLEY, FLORIDA 33166 t N• „I Y ♦ v Revised to comply r/PBC2007 h added 111��A 777 I .t• ,•); JOS 696-8660 5225 ';• 'q. Insulated Gtau 01/22/10 I r ' Ashland Yult-Point Look 01/27/11 MANIWACTVAIR 4P 4VAUf7'ALUMINUM WINDOWS AND OUSS DOOAS 1/4'MAX.SHIM TYP, 1/4'MAX.SHIN TYP. M Reload to comply•/2010 PBC arwr cwn Avt Cb.w )Yoe h41A•t+ SnItyYW1 /Mv SAFfo :'O•• •:/()o RevLad to com w 2014 PBC HOA APPROVAL MPACi IR[NCH DOOR 6 OF 6 TE OF '9 •. "'"""" Nelson Braze of 10746 "La Porte" Impact" French Out-Swing Door NOTES , ( � lawn NeLon Erazo 01/20/12 OPTION&INSTALLATION DETAILS MAY APPLY S•" '�•" -+ TO WOR FRAME(T MB)AND/OR FRAME MCA& FRAME INSTA�T[ON OPTIONAL DETAI DATE �Rh' tiJ�ZQ13' s..Mr a+0-`D_ FO-2003 n.ts. "��( 3.5 �---4.500 dd STEEL LBOLT STEEL•BOLT ,975 ,062 '� •070� .460 TOP ® J' J_ .986 i .096 -1 1.750 epi 56 GUIDE' GUP[DE 56 L 1.750 1 1/2 17 1.259-{ -1 .908 I-- 1 •074 ,127 687 .065 GLAZING ADAPTERQUARTER ROUND g FLUSH BOLT AND NL-910 (11/16") BEAD O PANEL HINGE STILE ' O FRAME HE 9 8 Q 49 28 ADTWO-POINT LOCK ;FD-634 yL-907 1.612-I BL-901 ANGLE GUIDE e ° NFD-627-1 19 730 .726 I 4.187 9 6250 2.031 --{-T 1 8 .096 I ,100 .064 •064 2,000 1.500 I_ QUARTER ROUND 1.750 .075 y 124 11 HINGE LEAF 10 9/6.7 BEAD � s ♦ NL-908 NL-912 • _ $ - 1.500 -- 070 5.05 • • •• • • • 1 FLUSH BOLT �� .060 O PANEL LOCK STILE O FRAMESILL ••• • • • ` • 47 ANGLE GUIDE ,gam .656 NL-906 • •• c • • 1 1/2" LONG I • • NFD-825-1 0.65 1.75- 1.750 1.612-I • • • • •• .808 �I I I .066 • c• QUARTER ROUND .063 TI-POiNi MULTI-POINT •125 -� •• i •• OCK CT LOCK PASSIVE O(1/47 BEAD • •• • •• 1.250 NL-811 .072 •• • I .214 • •• CT NOE • • I{{{I.��--1.6,25 -1 • LO ( • I .0451�LO.t9 .065 • •• d• • 0 2 _ • HALF ROUND � � 4.000 4.500 • ; c• P4 42 FALSE MUNTlN O RAIL ADAPTER 500 JAMB ADAPTER • TURN • ••• o l 1/2' NL-919 NL-909 .094 -1- Q #L-904 •• c•KyDB •• • •• .082 .100 14.348 - { • • •• • -i 1/8• Flexible Vklyl-F Comws(tlon-Team Plastlp.Inc. • 50 5}• • 52 53 SLDELTTE PANEL •1. FPJC Black Com ound No.7200.70 1.812 100 • ••• ALUMINUM PLATE PHYSICAL ASTM NO. •: ••• 35 2"LONG DuoowwrH•dms"A",loss 75 D-2240 I �- NHC-002 Spe mcOredry 1.45 D-792 0.078 10.058 Teo)ik Sbva8lh,PS1 1640 D638 O PANEL T'OP k 4.066----i ACTIVE HANDLE PASSIVE HNNDLE URimnsElonBMblt% 340.0 D638 5 BOTTOM RAIL FRAME JAMB FRAME HEAD SHEAR PLATE t TRIMSET a TRIMSET Mmlof.%r�IDD%FJ.Sdm,PSI 765.0 0638 NL-908 O NL-903 4`� NL-915 .4x- I Brie •37.0 D•746 2. F VMIr.Compound No.7267-75 PHYSICAL A91 fit NO. 2.680 ,500 p DuomewrHcdms;'A",les. 75 D-2240 1.ALL DIMENSIONS SPBCiFIBD ARE IN INCHES .2t2 too d E. SBE ELEVATION AT SHEET 1 OF 6 FOR Sp.ille Oreiry 1.43 D742 b 5 y ANCHOR O.C.MAX. SPACING AND LOCATIONS n TeacOe SEE gtly PSI 1640 D-63 a A Uldme4 FJmglioq% 325.0 D638 PRODUCT REVISED Tl4.500 n� I MoAfta 00%FJagatim,PSI 765.0 D-638 .complying with wYloride ; A L Im Bri1 •3D.0 6746 Building Godo n�a OCL/ �r3 FRAME LOW SILL a Aoap)•uo 9�Vj ( 1 NOTE. NI.-916 SPROTHO J BR • / / REFER TO DETAIL'B3'AT SHEET N 3 OF 6 a Nj A4I ads aso Pimdup Conuol NR ADDITIONAL NOTES AND LIMITATIONS. 57 GUIDE GUIDEOTTOM I `�� ••,•• •N f17��o Revision Notees T �®1 V ctd `�� •�,\ F•.•u�w Revised to comply w PBCE004-11/01/05 L1� ISJ 8501 NW 90th St. 3 _ 5 225 ''C Revised to oomply w/nC2007 k added MEDLEY, FLORIDA 33166 c' 3/8.OIL 3/8•D.D. Insulated Glass 01/22/10 (305) 696-6660 vt STEEL BOLT S7EEL BOLT / 2 Ashland Mutt-Point Lock 01/27/11 MANUFACTURER OF QUALITY ALUMINUM IANDOVS AND OLISS DOORS G STAIKCSS STEELW-MML 7" .f �y Revised to comply w/2010 PBCcLrw Avs (e)5/16'O.D SSS t•/-76A P.f) '�. �` ROA APPROVAL IMPACT FRENCH DOOR a of 0 Optional Multi-Point Locks (q 3/a'110.SSS(.�-66.0 p.r) : pp Revised to comply w 2014 PBC (+/- 88.0 pat DP) �: Ely nes cA.aA.a ) u ff P:'�' Nelson Bra1e o1 16 16 'La Porte Impact French Out-Swing Door OPTIONAL Active Lock Posslve Lock DNAL"TLVE-PANEL 46 TYCO-POINT LOCK 16 S+'•. C�4P LACK NHC-O60 ASHLAND NWSIIO-STILTS ASHLAND NW5110-STPAS4 FLUSH BOLT NHC-001 IEyA$� �, •� Nelson Braao 01/20/12 78.0 pat DP) HANDLE 6 TRIMSET HANDLE L TRIMSET t l •3 sw n.t J' M R,onMr. AvuMr A IR FD-2003 Rhe t G ASHLAND NW5201A-A ASHLAND OW52OIA-P DATE__ M IM IDADE MIAMI-DADS COUNTY • 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.miamidadLgov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-bade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-7700(Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, 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 LIMITATIONS:Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device(shutters) 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 gn�i;qty, INSPECTION: A copy of this:cntire I1dA�sl�al l+e presided to the user by the manufacturer or its distributors and shall be available toFin§j;gctigAaCJR jpb:sitpat the request of the Building Official. This NOA revises and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation wa'saev*'ewed 6XWanuel Perez, 1E. .. .. fl7r'L�1 Expiration Date: December 27 2021 1(p Approval Date: December 15,2016 E�.$ • • • • ••• • Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading 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 an aluminum single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0706.09) 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09,revised on 01/18/10,signed and sealed by Thomas?*S8%,;Pk.: (Submitted under NOA No. 11-0705.09) 2. Glazing complies with A$'ZM$1100-V •. .. Man e1 erez,P.E. • ••• "' "' "' "' Product Co"r Examiner • NOA No.16-1003.01 ��• ;' '.' '.' '.' :' Expiration Date: December 27,2021 Approval Date: December 15,2016 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15;expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated September 30, 2016, issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A&B,issued by Hurricane Engineering&Testing,Inc.,dated 03/02/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No.HETI-08-2003C,HETI-08- 2004A,HETI-08-2060A&B,HETI-08-2061A&B,HETI-08-2062A& B, HETI-08-2063A&B,HETI-08-2064A&B, issued by Hurricane Engineering& Testing, Inc.,dated 03/15/08,signed and sealed by Candido F. Font,P.E. (Submitted under NDA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 14-0908.10, issued to Lawson Industries, Inc. for their Series"SH-7700 (Flange Frame)"Aluminum Single Hung Window—L.M.I.", approved on 11/06/14 and expiring on 12/27/16. .. ... . . . . . .. . ... ... ... ... ... Manuel P ez, .E. Product Control xa finer NOA No.16- 03.01 .. . . . . . . . .. . . . . . . .. .. Expiration Date: December 27,2021, Approval Date: December 15,2016 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 53.12:1-^-- I 33.125' A'4PWaT ANCHORS- WINDOW FLANGE FRAME WIDTH I VINJQV FLANGE FRPNC WIDTH .)I NAT IDN ANCHORS: VINp;j�14'2X FANGE FRAME WIDTH > 'INSTALLATIONP)a MP%.Ai FRAME HEAD iNSTALLAIiDN ANCH+JRS. (A) MAx AT rRAME NERD y rI (B)NONE PER FRAME SILL --1 l3 3f A' (A)A MAX.AT FRAME HEAP 'D IS/I6",-. (B)N`N PF.R FRAME SILL 3/a'<C)FRAME JAMBS(SEC SHEET Ma) A IMAXQ.C. IBI NONr AER:RAMC SILL4 . O.C. A) <U FRAMEJAM DS(SEE S1�ET••) A Q.C. G O S (MAX, (C)FRAME JAMBS(SEE SHEET xa) 6, Q 6.(MAX.-TVP.O (MAX.- P 0 ALL�QRNERSL .. f _ 1 :. CORNERS ALL CORNCRS �': I '..43 9/16 - � I ALL A A W o / 10 1/4• __.._.-x ___ / =P .� - i•/ O a O J O 4 Z :i MA% ABUVE NAX.ABC - ' �> M ET(NG RARS o y. 10 3/16 _ ji� ow "'REi7D7G-RAI[ W o O B rcH ABJYE Max; r�.L.O W:dl(i Iww Ma. O.L.O. Witih - a O 2 MEETI-NG RAIL 33t"i i Vl S (n gw IiAI u: z pd6 it I6" -zp o MEEIING n "' • B �: i� n A'ww e W J RA;L vN rc> e`- "' z1 B m a U Q O _ IAT >$ ipj 6'a> _ 1 RAILS --.r—�•-- $ i i 5'MEETING RAIL_ �1� ; )-' p_ . BELO4 C]/4'NAX. BELO4 "-- kMLS ,,,yyy �NE•r 1•GRP0.� piMAX.iNG RAtiL 1 :7i� T 7'_ D F _• • o ® J t cl 1 -- T I d • • I •••�� : • • MAX_ -_L 6 MA%. - ^S II W •�•••• -• —•—:• • • C ! �� C --- W �f7 •••••• -"<: k INT FAI SE CULUMAL `J ) cy C I Ex• 6 [NT.FALSE COLrt>flnL -•- 4TDoO• 1-----�z•RS' ----.-� Md WTINS ARE APPLIED W/ OJNT!NS ARE APPLIED W/ y V DUCK VIDiH WINDO4 i`•+.K WIDTH VJ SILICQNE AND ARE p ••'♦1.103�1NE PND ARE•• • •• �� AVAILA BIC AS QPTIQNAL. V;ND3V BUCK VICTH L U AVAILABLE AS rPT10NAL. • • 48 x 78'bEQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION ¢ ••••• • •• (LIMITE • INCLUDE!OA� AL LITE AND RADIUS HEAD (LIMITED TO MACS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) • �D,1 j.OADS ON m SHF:E:T 4 OF 5) 2 •General Aioros:: SERIES_7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME �+Q 0 i• 0000 •i•)•'I N WINDOW SYSTEM IS DESIGNED ANJ7 TESTED TO COMPLY WITH THE REQUIREMENTS OF•1'HE 20t4 FLORIDA TO ; 51h EDITION INCLUDING HIGH VELOCITY HURRICANE INSTALLATION ANCHORS•---- -'--, -- WINDOW Ft.A:4?FRAME WIDTH Z�Q.]�E VELOCIT"•• HVH AND AFJJ i:JPJ*9. THIS PRODUCT 1S IMPACT RESISTANT <A)i AX.AT rRAME HEA;, +} ••(SHUTTERSp'C U�FIED ca)NONE PER FRAME SILL --� :]3/.• I— c m Q ) (C)FRAME,)ANBS(SEE SHECT A1\ MA%.O.C. 241 WOOD BUCKS SHALL", INSTALLED AAD ANCHORED SO THAT THE BUILDING • RESISTS THE SUPERIMPOSED L(PADSI IN ACCORDANCE WITH THE REQUIREMENTS -' ,• Trplwa(:aT '-F=— - - r § ISc #� ••"02014 F.B.C. & TO 11E REVIEWLb BY IIUILDING OFFICIAL. TAALLL C0RNFR_S)_' 3.) ANCHORS SH14goA%Elt ARE AS PER TEST UNIT'S. ANCHORS ON ALL WINDOW SIZES T i M2; O.L O. wi th n ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED 1q,�- ON SHEET 4. w /// f; sig A 1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE R v fifD• :-c_v_i'fg_ fy a_nc o ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND i V IMAX.ABOVE TO BE REVIEWED BY BUILDING OFFICIAL, �. ? "REEtiNGIiARs- r D 7 of W 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS z TYPES TABULATED HEREIN (SEE SHEET p3). AND FOR USE WITH DOUBLE GLAZEa� TAi LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET p3)- N 6•MEETTNG mI u 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.j SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. '_ 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W SILICONE 52 s t/i• I x MEE BELOW -_ -�5/'--0 t t0.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED MEErINc RAIL+sy,_ _- v (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET p2 FOR DETAIL. & NOTES) r'RODIICTREVISED WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, D-l;an 3'1NIIwir]i� I- �N SECTION 11.3.3.3. Bui7del�Cwte Fiuf�a ��n :amu' °•, APPROVA6'MA% incccphew N(r)6.}pp�A !ry QJ1r 17.) L APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. - 6. TRNDR Dace1 l2.} MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADEB COUNTY APPROVED C I �� '•"-` :�'-� ��^ r f WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.q ;NT.FALSE COLONIAL ...11l�� BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY Muvr[Ns nkE APPLIED v/ 52125,-----� •Omni 1&1. x � TO THE ENTIRE MULLED SYSTEM. AVV/ASILICONE AND ARE ILABLE AS OPTIONAL. WINDOW BUCK viDT)i 13.) SEE SHEET p 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. °' µar•.": J. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO DEQUAL LITE ELEVATIONE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. (LIMITED TO LOADS ON SHEET 4 OF 5) ;�! •,¢ I i 1/4' TAPCDN W/ 1 1/4' e14 S.M.S.V/ 1 1/4' ALL 11000 BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO 11000. MIN. EMBEDMENT INTO CONE .PT WOOD BUCKS lR TO BE. REVIEWED BY BLDG. OFFICIAL (TYP.) (SEC ELEvai;GN AT SHEET kl LA NATED GLASS (SEE MAX.ELEVATION Ai SHEET #I yt ` FOR A%. FASTENER $PACING) A.T WOOD BLCK NOT BY LAWSON IND. FOR MAX.rASTENER SPACING) In O m MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE O Z O X111/,M!N. - 23 BEDDING COMPOUND w w C01 = 22 20 1/4' TAPCDN V/ l 1/4' M m t7 •ii lB tz INTERIOR 7 MIN.EMBEDMENT INTO CONC. Al MIN. ^ °4 _ �B ° (SEE ELEVATION AT SHEET "41 N< o 3 f aEMBEDMENT FOR MAX.FAS'ENER SPACING) J4 . e 1/4' MIN. .. 12... _ I I t l/4' M[N. Z = Cs7 F i O s o MBE DM N EMBfDM:NT O O E V I vl w z O d', m 1 1/0' MIN. C0 7 a m 0 W EXTERIOR GRADE- -- - ° ,° EDGE DISTANCE Ty Oo PERIME'ER CAULKING 16 19 O SILICONE ADHESIVE EXT GRADE 3 EXTERIOR REDOING LGHPGUND ,.ALLk 4 U O ' • •• Ex?FRIER GRADE— a a PERIMETER CAULKING �U L K N z • ••••• • • LAMINATED GLASS WD+DOW 1RAHE VIDTH iF y i 24 ••I••: ••• • 1_MIN. M!4 S.M.S. W/ 1 I14' 1'MIN e i } • MIN.EMBEDMENT INTO WOOD. WINDOW INSTALLATION hTpc� // a Z G ? ••••• DGC DIS-W bcE DIS-ANC --NOTES: UI �^.� < J INTERIOR 'SEE ELEVATION AT SHEET ••• • 'r •MEFi!NG • FOR MAX.FASTENER SPACING> 1. THE WINDOW FRAME F'LaNGE TO BE BACK-HEDGED V/ AN E%1 • Ily •R�(`S••• IB _ __ _ GRADE CAULK THROUGHOUT THC ENTIRE PERIMETER OE FLAP46E H+ w • EXTERIOR EXT. GRADE ! EXT. GRADE BY WINDOW INSTALLER (TYP.) � F •t••• •• —. CAULK CAULK- 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TG j 14 /��-��, • I I/ MIN. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK •L••• \D t• •• EMBf�UMENT BY OTHERS (TYP) I� I 0 3 • \JN✓'1 O i • jogs • ••• 5 O AI • WHEN THF. GAP BETWEEN THE WINDOW FRAME AND THP, BUCK OR �!�) 2 � • • B (MASONRY 13 LESS THAN 1/B-. SHIMS ARE NOT REQUIRED W 's • • • � l •�••• �- ' • • rs I ANCHORS NOTES 1 ANCHORS TO BE pl2 SNS On WD. SCREWS INTO WOOD. OR j • ••• •• ••♦ _ B 1 114' ?APCCNS or APPROVED CONIC. FASTENERS INTO CON..., • •• ••i• • 1 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • « tl 19 i � CONC (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR � � m • ••• �L �' DUANTITIES REQUIRED) -R'- - qo z1 a" a i � B 25 16 21 28 y v 1 O 14 11 O 14' " G c 1 I1 S i EXTERIOR'RAD' 2 PER CAULKING -I p 1/4' MAX. ,��i1111f A1q�� Il--�SHIM �P� _ TYP PRODUCT REVISfiD e+oz ��0 - plying - .3A//a tp 4 ea veIYCMc idl the Florida Ni Q�� d? •LA- I °, «weon 1uD t6-t p ; g y ^; R%;` i °4 . . �j`I ida Det 1 J 'Z V) Y w r) EXT CRADE 0 CAULK '.imru PTOAfCi S� f� •�+,(—i 1 BY DR 2 BY WOOD BUCK F°a:;.;is"'''••v ea 0 i n1N.CMBCDME N7 LN TD VDOO. 24 I1 _ (SEE ELEVATION At SHEET MI 26 23 FOR MAX.FASTENER SPACING) SHI sPNACE INTERIOR I B 6 jam--- C O 1 z •SILICONE OPTIONS- IN IER:OR FINISH _-� OOV CORNING 099 NOT BY LAVSON INWSTRIES, - SC1wEE-NOR(HE4 5771 w UI IZ !RCHCO SPECTRUM 2 �• � I M� y F ' b GLAZING DEPTH EXT.GRADE BAER BEDDING ?5 Z1 Q m V h TO BE APPLIED BEHIND p Z p LA9TVINBOV ]E F HIND NA CLASS-COlIP7S. - TYPE 2 ax 2X - INSTALLER(IYP) 5 cI o o 2 ! i'RY cuss DESCRI►rl�`1`�--— DETAIL lAYINATE DEBCAIPiTON 3 4 v � O � I I 1/e-nN ALED GLASS _ Z W i X b 2 0.090'P1.ASIIE INICRLAYER ➢ �.E- E�^PLoI R. LOCK f LA'I'CIi A SWEEP OPTIONS Z 2 a 0 3 I/B'AAM[µ,CD GLASS t Qj 1 K"`lJ Oa.r VEq THCRPRODi - O 1 ff .] ,DIStLRE.BARRIE �.._— V1 W S ti I BY OTHERS ITYP W 2 m- 1 el$ Q 1 _ t v4• nIN._ _-_-____-- _ 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE F--- LAMINATED GLASS COMPOSITION - TYPE 3 -" -5 ' LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. J CII TISM GLASS DMPAPTTON DETAIL IAMINATS DCSCR(Pt10N 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED I Ire•ANNEALED cuss A�. -___- "'r"' """"'"""^"^`w FOR USE ON ALL WINDOWS. I SEN�Rer A$6J' .N.« «u'f'�'',w.«'�'^ 3. TWO 2 LOCKS ARE REQUIRED PER EACH VENT. 2 0.090'PLASTIC INIEIILAYEN � - - EXTERIOR ( ) Q ANNEM.ED�GLASS�• J _ I.I.GRAD[PEI NETER • • • —' CAULKING TOT BY •••• • •• LAVSUN INDUSTRIES% -4 V _ i0 BC APc-IED BY OTHERS < P 1•a••• LAMINATED CLASS COMPOSIVION•-l'WE 4 REN Cu s!;DEED 1 t OIRAIL .UNINATC OESCRIPt10N ��WII w ,� Q1 0.4NEALED GI+SS • _I --. —STUCCO OVER NCIAL LAIN NAILED TU 7 $ BJTACI'E V9 Dy DIE MR GRACE PLYVOOD SHEATHING _.._ '�K:crAY Ane.:cA.Inc IO RC SPECIFIED BY ARLHIIECT OR GOIIW EQ •2 OA9C'PLAS tIC INTERN YER d z _ '-' I • (EXTERIOR FINISH BY OTHER$) • :/B'nNNEnLCD GLASS �aw� NOT BY LAWSON INDU TIES.INC. �,' **go* •• • •• •• WOOD FRAME [NSTALLATIO '� v 1 •__• • • AII� E of z p r" LAMINAT GLA"COMPOSIVIlit aiYIE 5 I t j t o CLASS DESCRIPTION ( •DL'Y.IL LAMINATE DESCRIPTION ALUMINUM MULLWIN3 ^� Iv-fro q JJ 14;Ai-SrRF GHr M SS 0��;'�tT��.��-'• • z..�BuigEltE PVB by SEE MULUON APPROVALS FOR S 12 X 3/4' S.D.S. SEE MU10011 APPROVALS FOR (iQ 2 AC APLASTIC MiNLAYE•• I KvrAr Ay AnrrKA,Ine. MULLION TYPE, SIZE AND MAL. FLAT HEAD.PHILLIPS. MVL40N TYFE, 517E AND MA%. b DESIGN PRESSURE LIMITATIONS. (SFE ELEVATION AND DESIGN PRESSURE UMrtgT10N5. W • -j-&•'•HEAT-S TACNCAIi[rF_0 GLASS I �.- ANPry • • •'•-• -- (ALUM-0.078 MIN THICK) _ OF TABLES FDR OUANTITY INTERIOR NOTE' THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) HUNG WINDOW OR MULL SHAL N MOTE THE LOWER PRESSURES CF SINGLE 'F I 1/4' MAX. (:OVER ••••• 0 • •••••• ) • • 11 • HUNG W,NDOW OR MULL SHALL GCVERn —L �I SHIM p • • • •• -'1� I 12 S.D.S. X 1 1/1'L. • _ • • • INTERIOR II I SEE ELEV FOR SPAC,NG -i-• -SILICONE OPTIONS•+ DDV CORNING 899 1 -- � ry SLHNCC-MOREItEAD 5731 24 TRENCU SPECTRUM 2 +»-•••1111 I ' 0.600'-{-- I NOTE: g GLAZING DEPTH _ D E a m I I AIL STEEL IN CONTACT WITH u° • 0 _'____ �'� ALUM TO BE PAINTED OR PLATED. INSULATED L-MFl T6D GLASS COMPOSITION TYPE 8 =-_--- I - -_— - 2. METAL,STRUCTURES: $ 8 e w L— A)STEEL FO - 36 KSI MIN. REM CLASS DESCRIPTION �,DETAIL I.WINATE DESCRIPTION c t IIB•MEAT-S IRENGNIENCD GLASS (STEEL 18 GA. MIN. THICK - 0.048") ¢ 1 t 2 0090•PLAST IG INTERLAYER I PERIMETER r WINDOW FRAME 0)ALUMINUM 6063-T5 MIN. I n EXTERIOR ALUM 0.076'MIN. THICK) j�jIjB_�� _ �+rJ >EALANT 3 1/8•H SI)LATRD AIR SPA CAAS$ I E2 EXTERIOR �� ( { I', BUTA[ITE PVS eY PERTERIMETER GRAUL {I 1 4 1/4'INSULATED AIR SPACE V' -JJi KurArey A.t.:c A,Inc PERIMETER CAULKING s �S 1/E'ANNEALED GLASS I _-- R>A FRAMF. MULLING ,DETAIL METAL. STRUCTURE ATTACHMENT DETAIL INSULATED LAMINATED GLASS COMPOSITION TYPE > a. t`','* { REN GLLss DESCRIPTION 1 DETAIL LANINATE DESER[PIION PRODUCIRBVI.SED Fin.gyp., .•.°.,;�/ •�,m I vD'nMNEaLto CLASS ____-_ I +u—PIYbB Fkri& u. 0_0902 PLASTIC INTERLAYER SAFLEX PVB Gr DLR IdiDECnde ° i h�+ O 7: r ] I/B'ANNEALED GUS$ I = = EAvtmn CMricnl c A•Dr�p Lim NO ^ •:2 V) 4 1/4'(NSJI.ATED AIR SPALC III' -' - V'MDwe 112� <TOy' :1ZZ `l ) S 1/S'ANNEALED GLASS I U.P B3, / `1+ y Mimi PEodact H- OJ w ' 'i GLAZING DETAILS AND OPTIONS a i �Fi 9w w ? o i t 3 i DESIGN LL OAD}CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS # +/•Pressures(psf) # */_Pressares(04 WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type c 00 WIDTH HEIGHT Anchors 4 5 6 p WIDTH HEIGHT Anchors 2 3 4 5 6 7 m o p Z 19.125 50.625 80.0 80.0 60.0 19.125 26 80.0 80.0 _ 60.0 80.0_ 80.0 80.0 26.5 50.625 60.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 50.625 80.0 80.0 80.0 0 6 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 60.0 80.0 80.0 4 e d 42 26 80.0 80.0 60.0 80.0 80.0 80.0 0& 4 p _o 48 50.625 60.0 80.0 80.0 m 2 \ 48 2b 80.0 80.0 60.0 80.0 80 0 80.0 00 o 53.125 50.625 60.0 80.0 80.0 \ - 1: 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 �4� y O I 19.125 59 60.0 80.0 80.0 `-- z ; W y 26.5 59 60.0 80.0 80.0 19.125 38.375 80.0 80.0 60.0 _ 80.0 80.0 80.0 � 0 o o 37 59 _ 6 80.0 80,0 26 375 80.0 80.0 60.0 80,0 80.0 80.0 'n_ Z.- 60.0 Cr d 42 6 9 60.0` 80.0 80 0 Z_98 37q 4 80.0 80.0 -__60.0 80.0 80.0 80.0 m s s 3 " rn 48 �59 60.0 80.0 80.0 42 38.375 80.0 80.0_ 60.0 80.0 80.0 80.0 j W j 53 125 .59 60.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 o 19.125 63 60.0 80.0 80.0 � 53.125 38.375 80.0 80.0 60.0 80,0 80.0 80.0 26.5 63 60.0 80.0 _ 80.0 19.125 50.625 80.0 80.0 60.0 80.0 f 80.0 80.0 N 'b 37 63 60.0 80.0 80.0 255 50.625 PC 0 80.0 60.0 _ 80.0 80.0 80.0 (C: 42 _ _S3 • 80.0 80.0 80.0 i• 37 5_0, g0 0 80.0 60.0 80.0 80.0 80.0 U ! Q 6 > 48 _ t•i3 •• •__� 0 80.0 80.0 ! � % 42 5 6 80.0 80.0 60.0 80.0 80.0 60.0 •i3L�i 63 • 060.0 80.0 80.0 D 48 50.625 80.0 80.0 60.0 80.0 80,0 80.0 c- 19.1 74.25 60. 80.0 80.0 •- •• 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 +. p - 74.�5 • • 60.ii 80.0 80.0 P o C7 0: 8 19.125 59 80.0 80.0 60.0_ 80._0 80.0 80.0 y • 37 74 25 • •60. 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 W6. 74.25 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80.0 80.0 z 78•• ••60r8� 80.0 80.0 680.0 80.0 60.0 B0.0 80.0 B00IF 718 •• 8 0 80.0 80.0 /�./� 48 59 80.0 B0.0 - - - 80.0 1 78 0.0 B0.0 80 0 78•• • ••�9a0 79.0 79.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 DESIGN LOAD CAM CITY(P6f�VIEW WINDOWS W/4H VENTS . , 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 d ~ • # ••••e• +/-Pressures(pso ; / 37 63 6 B0.0 80.0 60.0 80.o 80.0 80.0 NDOW .limb •GI •Type Glass Type Glass Type --- ,,-. 42 63 80.0 eo.o 60.0 80.0 80.0 80.0 ; 48 63 800 80.0 - 80,0 1 •WIDTH HEIGHT AAchors 4 5 6 53.125 63 80.0 80,0 - - - 80.0 • 9.125 59 • •60.Os 80.0 80.0 m 2' • • 60.0' 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 800 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 R R '" g g m 37 590 • 60.0 80.0 80.0 ii;' - i _ 6 i./ 37 74.25 8 80.0 80.0 - - 80.0 1 42 59 60.0 80.0 80.0 42 7425 80.0 80.0 80,0 $ 48 59 60.0 80.0 80.0 as 74.25 80,0 80.0 e0.0 e N 4 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 80.0 0 0 W E 19.125 63 60.0 80.0 8D.0 'i 19.125 78 80.0 80.0 60.0 80.0 80,0 80.0 w 26.5 63 60.0 80.0 80.0 i 8o 80.0 60.0 80.0 80.0 80.0 e z u --�' 37 78 a 80.0 80.0 - - _ 80.0 _ z< o u ; 37 63 60.0 80.0 80.0 S ; 42 63 6 60.0 80.0 800 VD a -7 79. 79.0 79.0 o 48 78 71.0 71.0 71.0 48 63 60.0 80.0 80.0 AP 48 11619111147 Y 53.125 63 60.0 80.0 80.0 CONFIGURATIONS 3LI-EQUAL LITE _ c ♦ C. .......,9p�� 19.125 74.25 60.0 80.0 80.0 °O i f ) AZ;' �{? 26.5 74.25 60.0 80.0 80.0 raoctucrttevlsen o �:� �� ' �-'••" ! 37 74.25 8 60.0 80.0 80.0 , e c nptying with the Fitralp E :(1, t3�ilding Code 42 74.25 60.0 80.0 80.0 iceepr�aee No[(o- 53.125 74.25 60.0 80.0 80.0 - "' 1" ret�n,/euetr 19.125 78 60.0 80.0 80.0 ��\ �,��"�G � 26.5 78 8 60.0 80.0 80.0 \>!�� Al"'` jy F*oasce s 37 78 60.0 80.0 80.0 " ---_ 'I =ej4�i�4 �` •tt+`` c� i 42 1 7859.0 79.0 790 '�RQV--M4FIGURATION$_=EQUAL__jM o FRAME HEAD FIXED MEETING RAIL, BILL OF '.MATERIALS L-7701 L-7704 •p O _ � L- _ �PA'RT p REQD. DESCRIPTION REMARKS ' I_ - Q+ ± FRAM TOP CORN 1 fl01 1 FIN FRAME HEAD 6063-76 ALUMINUM802 1 FIN FRAME SILL 6063-76 ALUMINUM .530 -�.06e 3 L-7B03 2 FIN FRAME JAMB 6063-T6 ALUMINUM n e ui F m t 2.Is 4 L-7704 1 FRAME FIXED MEETING RAL 6063-T6 ALUMINUM 0 .844 '07A 5 L-7705 I VEMEETING (TDP) RAIL 6063-T6 ALUMINUM m o N .Ni o __.._L ��o• 6 L-7706 I VENT BOTTOM (LATCH) RAIL 6063-TG ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z J Z _ Z 8 L-7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM o = C, x o (9093-T1 6LUYINUY) �Y-T1 In. £BENE-.YFAD w a 2 , v _ 9 FS-006 AS REG'D. FRAME ASSEMBLY SCREWS US X 3/4' P.H. PHILLIPS a (+] B o FRAME SILL FRAME JAMB 10 FS-040 AS REGD,INSTALLATION SCREWS_ 414 X 1 1/4' F.H./PHIL. �E I L-7702 _ 1,-7703(609]-T6 ALLWINJM) it L-7531 AS REQD. BULB VINYL WTS'P 1/4' GIA. BULB N3033 Z L O (9063-n AI ummvM) �` 1250 FRAME JAMS 1 2 PWS-003 AS REQD. FIN SEAL WEA7HERST'RIP .187x830' 13 PWS-005 AS REQ'➢. FIN SEAL WEATHERSTRIP .187"x.350' i J z .La.•t 14 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187•x.3:0" Z + m $ ••••• f••• 2.4170 •••• 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' x 1 1/2• h F .' • • 16 L-7711 AS REO'D. GLAZING READ/ INSULATED 6063-T5 ALUMINUM o. �) w , •••• 17 L-4204 AS RCQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM r O Z. •• • • • • 643 l8 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) �y� q i • • I • •••• s90 --� - 104 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) is C E- 7727 _ 2 BLOCK 6 TACKLE BALANCE BSI Balance Systems �•:•• • • • •••• 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 4.; D �-�•�2.713—�•-•— ••• .� 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL ? --•— �---•� _._ 23 • AS REO'D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 •'OM'•10TERLOCK RAIL VENT I32TT L - - T L-770 • L-7706f� �� VENT JAMB RAIL 6.4A>w SU O 24 " 2 Lam.noted Glass SEE GLAZING DETAILS c/) �•:9oa3-m 6LuM��) •O • I,-7707 T9 25 HC-057-I 2 VENT LIFT LATCH M • • • • 6 (1•�T••L�>rM) O (1093- ALUMINUM) FRAM- TT CORNER VENT SWEEP LATCH MOLDED NYLON Y m o t 26 HC-058-1 2 MOLDED NYLON t •• • •• • I 1.371 27 —M 2 FRAME SILL FOAM GASKET SELF ADHESIVE .`.ZN • • • • 29 HC-026-1 1 SCREEN FRAME S. MESH ' •• • O � 8 H • • ti 29 L--7730 ] PRODUCT LABEL 062 i VENT TOP CORNER 30 ■ 2.09c 2.062 .062 1.165 SM-5504 AS REQD JOINT SEALANT SM-5501 32 AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 2 VE•JT JAMB RAJj 2� 4 � � u t I! I--1.235 o zl 'L i VENT SPRING LATCH GLAZING BEAD GLAZING BEADIII t L-7539 L--770D L-7711 L-42 4G BEAD L-4204 O —.062 -3 6LUMIKUM 1093-T6 6wwollM ~ `,,,,`��1*~'a3�ett�®b5•'' �^' 1 (9063-n ALUMINUM) 05 s \ )'ROTIUCTRF_VISF'U ali a aso 051 ' 3uillti'ng Code y p v 6 Pl)iNo wi&Hen Florida .909 Aeoept"W 16-o03,d •: ,Nn w •'�' i 1013 .191 ` O E'pmtiva Dare 1 -•z�` ;Est �. L YENLB4_T.4M RAiL �- Jlsl ( I ANT QOTTOM�QRN� �Y �� •:= �: r7�;��,y' f .717 .773'-_ � 166+I-- � +!''/.'baa.. `:•..'`� � 1 FRAME & SASH CORNER DETAILS aa7... (106'!-Tl ALUMINUM) Q G S ( MIAMI- MIAMI-DADE COUNTY M9PRODUCT 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.miamidadLgov/economy F.P.G.Wholesale,Inc. 7190 Coral Way Miami,FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"CondoorImpact"8%0"Outswing Glazed Wood FrenchDoorw/wo Sidelites-L.M1. APPROVAL DOCUMENT: Drawing No. W09.29,titled"Out-Swing Wood Patio Door(L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 manufacturers 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 catire..NOA shag be provided to the user by the manufacturer or its distributors and shall be available for inspeetioa it+lho jo•b cito at the request of the Building Official. This NOA revises and renews N •.12- •1* * •n• consists of this page I and evidence pages E-1 Qt4 r1q.- .Os s P i .. P g P g and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . --- --- --- --- ... . .. . . . . . . .. CMIAMI-OADECOuNTY • • • • • Expiration Date: August 25,2020 ioe / oi 3 Approval Date: October 08,2015 .. . ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0503.02) 2. Drawing No.W09-29,titled"Out-Swing Wood Patio Door(L.M.I.)",sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared by Al-Farooq i Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS I. 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 an OS French door, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-09.2501, HETI-08-2119A, HETI-08-2119B and HETI-08-2172, dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 10.0503.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 06/03/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety-Plus II Glass Interlayer" dated 09/27/13, expiring on 08/07/18. 2. National Casing data-/specification sheet of National Casing W UP 4379 Adhesive. 3. National Casein data-/specification sheet of National Casein 5881 Adhesive. .. ... . . . . . .. Aw6uwl e4alw--.2 . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... Manue er z,P.E. • Product Cont I nminer • NOA No. 15-0615.03 . .. . . . . . . .. •• Expiration Date: August 25,2020 Approval Date: October 08,2015 v• . . . . . . . . . . . .. .. . . . % .. ... . . . ... . . F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest,dated 05/26/15,issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-09.2501,HETI-08-2119A, HETI-08-2119B and HETI.08.2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 and revised on 07/15/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 10-0503.02) G. OTHERS 1. Notice of Acceptance No. 12-0514.21, issued to F.P.G. Wholesale,Inc. for their Series "Condoor Impact" 8'0" Outswing Glazed Wood French Door w/wo Sidelites - L.M.I.", approved on 07/05/12 and expiring on 08/25/15. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... ... Manuel Per P. . . . Product Control ExAnder .. . . NOA No. 15-0615.03 . . . . . . . . . •• . .• Expiration Date: August 25,2020 ••• • • Approval Date: October 08,2015 Pi—� ... . . . . . . . . . . . . . . .. .. . . . .. .. _ CONCEALED BOLT LENGTHS - �4 B8"LEAF H7. 42"LONG A•II I 84"LEAF HT. 30"LONG gg 6'MAX. 80"LEAF HT. 28'LONG I 6"�. 5"MAX. Z s HEAD/SILL 5"MAX. I HERO/SILL FALSE MUNRNS A FLTS CORNERS 24"MAX' A 22 1/8' 0 HEAD/SILL O MAY BE USED 4 D.L.O.--_ 4 D.L.OPO. CORNERS yl g f N a - - 0 � I I\ a' u II IIp� v If / \ 00 4 cf I✓ „ VI / \ 0 IL 8 I y .� • • \ i • �i / \ / B V u • • \ ••• • / \ / o ti Z_ • •••• • • \\ // F • • \ •••• •• ---r• ....._.....__ ____. __ q M • AC TAC I INACTIVE ACTIVE INACTIVE O J 3 ¢ • • • • •• I/ 3 O J Ta • •••• • • •• CONCEALED 4 FLUSH BOLTS ¢ 4 1 O g•' • • •• • ••• 37 J 4 MAX. h 36'MAX. 37 3/4"MAX. ' • •••• LEAF WtD /" 37 3/4' MAX. _ •••••• LEA'WIDTH LEAF WIDTH LEAF WIDTH SIDEUTE WIDTH C-- --J • • _ 74 1 2`_MAX. __ 150 1/2"MAX. FRAME WIDTH FRAME WIDTH TYPICAL ELEI7ATION� N Q[TT_SWIj3C� WOOD PA IZO DOOR 23d o oo APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS -511-liql WITH OR WITHOUT SIDELITES,SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. PRODUCT REVISED —'� '-----' ns complying wllh the FWtida ❑uilding Cods 2 m^= THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AcccpWnw /'') °o A REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ✓� LAM. INSUL. GLASS ;, o HURRICANE ZONE HVHZ). 1i io° ` > 8 8 S ( SOLID WOOD INSERTS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ITV LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. Idialnl adoWaduct m 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS —"" q THESE DOORS SIDELITES ARE RATED FOR LARGE k SMALL MISSILE IMPACT- Enyn JAVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / CML SHUTTERS ARE NOT REQUIRED. FLA PE 70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 538 . NOT PART OF THIS APPROVAL. } > A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 23 Z i5 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. [FLOERIDA E APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT LISTED AS'DURABLE'. SPECIFIC(PRODUCTS HEREIN NG CODE WHICH RARE EXEMPPTTED WOODEMPTS WOOD SSPECIES BASED ON USDA USTING AND MUSWO9'-Z�COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AyE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet I Of 8� SINGLE LEAF (X) OR DOUBLE LEAF(XX)DOORS LEAF LEAF LEAF STATIONARY PANEL(0)OR DOORS WITH SIDELITES WIDTH W1 W2 W1 W2 W1 � WIDTH WIDTH WIDTH �l m DESIGN LOAD CAPACITY - PSF �- � -� DESIGN LOAD CAPACITY - PSF - 1 r a GLAZING TYPES GLAZING TYPES R D - LEAF WIDTH LEAF HEIGHT A• 8• C O / / \ WIDTH(W) LEAF HEIGHT 'A','B'.'C'OR'0' / \ / Z FT./IN. FY./IN. EXT.(+ INT.(-) ti \ FT./IN. FT./IN. EXT.(+) INT.(-) W / \ / 0 2/o so.o 60.0 / / \ 2/0 so.o ao.o Y $ I I I >r aD.o 600 ° .x. 2/6 9/0 so.o t1o.D 60.0 60.0 \ \ / 3/0 80.0 a0.0 u \ \ / Ir C oG Wt w2 wt�. r Wt W2 V p x xx r T I I I am 0 / / \ 0� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • •• DECLARATORY STATEMENT DCA05-DEC-219 -- Ic • •••• • • • • • • • • WIDTH (W) W1 + W2 J u, •••••• (FOR DOORS WITH SIDEtRES) 200 6 1 • • • 0 Z • •••• •• • •• •• O �Wr•ONE BEAD ••* ••0•• SILICONE BEAD SILICONE BEAD ¢a J • W CORNING 9915 DOW CORNING 995 'DOW CORNING 995 DECORATIVE MOLDING • •• •• • •••• OPTIONAL 00 3/16"TElje.GUMS• • • 1/8"TEMP. CLASS 1/8"TEMP. G1A55 0 J ¢ N • •• •••• 1-11/16"THK. INSERT 3 0 o 7 • •• 0.10"I�erlcyer 0.10" Inlerloyer 0.10"Interloyer SOLID WOOD OR K 1O • Glosslom•Sofety-Plus II • •••• -Glasslorn Sofety-Plus II Glasslom Sofety-Plus II (AMINATED WOOD O O By'Polymer Extrvslon TechnoTo�y, Inc. By 'Polymer Exlruslon Technology.Inc.' By'Polymer Extrusion Technology, Inc.' GLAZING TYPES Z O LL • ••• 1 8�1 P,•(��C5 000000 3 16`TEMP. CLASS 1 8"TEMP. CLASS 60 X 1-3/4"LONG A'• B'OR 'C' N o ILASS / / BRAD NAILS CL mo o} to S/8"AMSPACE •••• 3/8"AIR SPACE 3/8"AIR SPACE & 3R .0 kw.MAX. /" O F , 6D X 1-3 4 LONG BRAG NAILS • •••• • 1.11;:EMP. CLASS" • 1/8"TEMP.CLASS 1/8"TEMP.GLASS 1'FROM ENDS O pO.C. MAX. 60 X 1-3/1"LONG 60% 1-3/4`LONG 6D X 1-3/4"LONG F BRAD NAILS i BRAD NAILS i BRAD NAILS z \ 1"FROM ENDS \ 1"FROM ENDS > 1"FROM ENDS 1 � a d:J"O.C. MAX. y. k 3"O.C. MAX. &3"O.C. MAX. o: SUPER SPACER SUPER SPACER K SUPER SPACER PREMIUM O PREMIUM O PREMIUM Of GC (FLEXIBLE SILICONE) w j (FLEXIBLE SILICONE) /� (FLEXIBLE SILICONE) SILIC E BY'OVANE%' t / 8Y'QUANEX• C �-i�- BY 'OUANEX' w / u7 / ta7 / DO CORNING 995 PLOYSEAM ACRYLIC % PLOYSEAM ACRYLIC w j PLOYSEAM ACRYLIC / o faLAZ]NG TYPF, A' _VZING TYPE 'A' GLAZING TYPE 'C' GLAZING TYPE W GLASS WITHIN ])L00D INSET OPTION `_` I"OVERALL THICKNESS 1'OVERALL THICKNESS I'OVERALL THICKNESS PRODUCE REVISED WOOD INSET OPTION .complying with the Florida Building Codo Engr:JAM AIMAD ORAD NAILS TO COMPLY WITH ASTM F 1667-13 v�oKO;u p`O� FIA.PEE CIVIL 70562 3333 CAN..3536 j. GLAZING OPTIONS Uy Min11,1 oda F'roduN conk MAX. AREA OF GLASS TYPES 'A' OR 'B.......13.0 S . FT. drowin9 no. MAX. AREA OF GLASS TYPE 'C.....................10.4 SQ. FT. W09-29 MAX. AREA OF WOOD INSET..........................13.0 SQ. FT. — sheel 2 of B I11oLEA-F WIDTH LEAFWIDTH II LFA_F WIDTH LEAF WIIDTH III LEAF WIDTH I' {{1aL_EAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH_ IL -m m I Z n Z O� J v'o Hil o • / ; O • s ••• $ U Z • • • • a • _ o m Urr IL V MIN LEAF PATTERNS AS SHOWN A90VE OR SIMILAR WITH VARIOUS FINISHES o v' e AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID W000 INSERTS c ARE ALSO ALLOWED. c MINIMUM DIMENSIONS: _ TOP AND BOTTOM RAILS.........................5-1/2" LOCK AND HINGE STILES........................5-1/2" EnV:JAVAD AHKW INTERMEDIATE STILES...............................5-1/2" CML HA.K!70592 '$ CAR 3538 SEE SHEET 2 FOR MAX, AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. PRODUCT R6VIS14D m comFlying whh the Florida 13oi1dbg Code Acceptwlu No -D6 S•OS S . �� drawing no. Cx'veri Dare D W09-29 Hy sheet ua on 1 �3 TYPICAL ANCHORS BOLT SUPPORT AT HEAD/SILL ALUM STRIKE PLATE POLYURETHANE SEE ELEV. TYPICAL ANCHOR g. ALUM STRAP BRACKET EMBEDED IN WOOD LU FOR SPACING 18Y SEE ELEV. METAL �� m FASTENED WITH WOOD BUCKTYPICAL ANCHORS mSEE ELEV. n LFOR SPACING STRUCTURE (2) / X 1-1/4-SMS --- WOOD FOR SPACING o 3 s <• _ •4 ' EDGE DIST. a 3 ,xr --� WOOD BUCK 0 EDGE GIST, _ O DISTO�STR1kNRE EDCE WST. F w , A. C 2 \ -- \ 0 ro / MIAMI-RADE COUNTY APPROVEDOR p IL Q MULLION k MULLION ANCHORS a yI p _ SEE SEPARATE NOA ro Q 1 - \ 1 EDGE DIST._ �' -I \ 117YPIC kL ANCHORS 7 SEE I LEV. /8 X 2"FH SMS 'F n a / FOR SPACING i AT 3-1/2'FROM ENDS I J �py1 AND 15'O.C. MAX. Q uzl.1 g t• • TYPK:AI ANCHOR EIEIS, • •••• •• I� SEE • ,.. •• ••• • ! ----_--_--..— FOR SPACING _ g • t • WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. • ••• ••• • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • $ AND TRANSFER THEM TO THE BUILDING STRUCTURE. • r• — o J -J O, Z V • •• o •• • o APICAL _ANCHORS; SEE ELEV. FOR SPACING O _ •• • •• ; 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) • •• ® •• • ® INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a r MT a • • • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 3 O 3 a u • x•� • • , •• • _ � , THRU 1 BY BUCKS INTO CONC. OR MASONRY = • x • 1 •_,•• • SURFACE E OLTS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) z SEE SHEET 1 3 U • • fZ ••• ,` \ •• ¢, ` 1 ,i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS} w 6 o OM • • l� • O ``, DIRECTLY INTO CONC. OR MASONRY 0 ° • ••• W •• W , 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) o L' ^ k �{ F `�•••• ,\�� i `\1\ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) c ---� 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) S WTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES o_ STEEL 1/8" THK. MIN. (Fy a 36 KSI MIN.) c R«n -�1 1 ye X 2'FH SMS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ° o 12]¢" AT 3-1/2'FROM ENDS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / AND 15"O.C. MM. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 1" MIN. .3 /' INTO WOOD STRUCTURE - 3/4" MIN. s - INTO METAL STRUCTURE = 1/2" MIN. 9 0�'�It e © ; O 8 99 9 4 �� .- WOOD AT HEAD OR JAMBS SG - 0.55 MIN. < m CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. 5 ,i)�- (1)PRODUCT REV)S6D C-g0 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. R �'//'� u Complying w11h Um h7o-ds Enyr:JAVAD AHMAD T_ / HuildMg Codd CML / 6 1 Accepmnce No GwCi�Gt v F CA N. 53a 92 � ^� TYPICAL"ANCHORSo'• .I," ' ... c , , •: BY $ $ SEE ELEV, POIYVRETHANE ° TYPICAL At f0 um Cu Iml FOR SPACING GLUE 415 SEE EIEV. EDGE OISi, mo, EOCE DIST;__I FOR$PACING W09-29 DOOR UNITS S,IDELITE UNITS sheet_4_of-$ t BD% t-3tH WOOD SCREWS IN PAIRS © /4'LONG O BRAD NAILS (10)AT EACH END - AT 12'O.C. MAX. AT 3/8"FROM ENDS o ACTIVE F ---- AND 2'O.C. MA%. INACTIVE LEAF O -- -- - I f I - -�_ - - - TYPICAL ANCHORS . SEE ELEV. 7 n FOR SPACING FIN. 0o2 2 3X2" 1J 5 t/2' D.l OPG. W000 SCREWS4 Q f - -_ AT 15-3/4'FROM ENDS AND 8'O.C. MAX. LEAF wigrH - EXTERIOR LEAF 1VIDm _� v I t/4'MAX. FRAME WIDTH SHIM U .• a • . • . • • •.•. • �•�,•�yy • ••. WOOD BUCK000 • t • •�J O ap IL�Q/yll� M •: 000 a.: • • • •ACTIVE LEAF INACTIVE LEAF • w _ 8 �. Z O a B0. rn • nPl•AL ANCHORS► — •• ••• SEE ELEV. ! r� •• *00 - • - - � X� - - _ _ - 71 •, v � 00 000 ..:.. o: w ..a. . u 73 5 l/2•MM. INSET WIDTH SEE DOWELS 5 1/2'MIN. IN WIDTH tl SEE SHEET 8 FOR LOCATION LEAF WIDTH w _ LEAF WIDTH •I $$8$ I 1/4'TMX. __._..._FRAME VlIDTN SHIM ngr:JMVAO AHMAD ,0 0 CML i m PRODUCT REVISED FLA PN. 70582 g of cmnplVinp with 8w Florid$ Attepl$ncx*; 4"N 2I 2UI� drawing no- � W09-29 sheet 5_of g N I - OI Z � 3 f'@ryr' aj o. V TYPICAL ANCHORS G SEE ELEV. Q a tUR SPACING 3-1/2"X 1/8" V M © TE 1/4' X 2-1/4'RW TAPCONS O FULL L ALUM NC111(6083-T52) Q' la0 #8 X 2'FH SMS AT 3'FROM ENDS 1 AT 5-3/4"FROM ENDS AND 12"O.C. MA%. 1 1 a• •g AND 14-1/4'O.C. MAX. dB X 3/4'FH SMS IN PAIRS AT 1"FROM ENDS h 10-1/2"O.C. Q 3 k ca y n • • cg•• • _ / _ O _ • • ��3 /`. / 0 N • • 2 z EXTERIOR 2 o w • • • �Yyl'aiTHANE O J�Q N CLUE • •••• •• • �• •• s 5 1/2'MIN. D.L.OPG. 5 1/2'MIN. 5 1/2MIN. D.L.OPG. Z O Om • •.•• • •• •••••• LEAF MOTH _ LEAF WIDTH 3 g to •••• •• • 0000F (L0i Q V •/4'AYX.• • • FRAME WIDTH =O limos • • IM • 0000 • • • •0000• IYPICAL ANCHORS • SILICONE SEE LLY. DOW CORNING 795 • 0000 • •E 0000•• • OR•SPACINC • 0000 • • o o METAL So g Z3$ STRUCTURE / Y 0<m o v Engr:JAVAD ARW t 4 1/4'MAX. CML 33 M.PE 70982 SHIM PRODUCT R6VISCD C AA70 n os rnmplyhtg wilt We l�lorids � � � Buildipng Cole QL� C� Aca Janco No H]cp�DOIOZIPZO drawing no.W09-2o. � shoot 6 of 8 ITEM/ PART REQD. DESCRIPnON MATERIAL MANP./SUPPLIER/REMARKS 1 - 3/DOOR FRAME HEAD/JAMB WOOD - �j .650 1 1.75 \ 2 - AS REQD. TOP&BOTTOM RAIL/HINCE&LOCK STILE/SIDELITE STILE _-� WOOD - - 3 -� L_ .492 3 - AS REQD_ ALTERNATE TOP& BOTTOM RAIL/HINGE&LOCK STILE/SIDELITE STILE WOOD = Q Fes-3.140 4w 1 SILL COVER ^ _- ALUMINUM - 1 �i �5.500� I 5 - I SILL FILLER WOOD g 6 - 1 FRAME SILL _ _ WOOD - V C1� FRAME HEAD/JAMB 12 INTERMEDIATE STILE 7 - AS REQD. GLAZING BEAD 8 - 1 ASTRAGAL _--� PLYWOOD AD MARINE GRADE 13 PLY LL _ a (�-1,7501 1.181 - 9 _ _ = 1 ASTRAGAL INTERIOR COVER - -- WOOD - (O,�G 10 ASTRAGAL EXTERIOR COVER WOOD 12 - AS REM. WTERMEDIATE STILE WOOD =_ r / 13 SI4 4/LEAF HINGE STEEL OR ST/5T l7 DELTANA a! FIi �J J 14 110 X 3" 3/CORNER FRAME ASSEMBLY SCREWS MT HEAD 1 S REQD. FR 5 QE80650 AAME WEATHERSTRIPPING 0-LON _ PVC SCHLEGEL J 2 v �,•//'' 4.713 45 S.soo r,�' Q GLAZING BEAD I- SOUTHERN CHERRY 2- ANDEAN WALNUT ^• 3- TROPICAL WALNUT t.000 Imo- 4- WHITE OAK J 5- YESQUERO ti •• SPECIFIC GRAVITY-0.50 MIN. (E=1,400,000) p • • GRADE m 2 MIN. o V o • • • • • • MOISTURE CONTENT= 12% MAX. Z • •••• .4�2 • • • 2.500 "—" O ® •0.0.0 L1 • •• TOP & ROTTOM RAIL • • �, o >'n m •HINGE & LOCK ST&E/SIDELITE STQF• • ; SEALANT: o 1 a N • •••• •• • •• � 4.00o FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. R =,o e t.75Do • • • l_J ASTRAGAL Z 3 O • •••• =ij� • ••• t.75o HINGES: 4" X 4" X .130" THK. HINGE 1! a rn • • i•�j •••• • r I I 4 PER LEAF AT 9-3/4" FROM EACH END p li n • •••• �T i i AND 25-1/2" O.C. MAX. • • „ii 0000 • Tl i • 1.309 / 1.509 4.000 • 0000 lam• 0000 • L. LOCKS: • 5.�0 ��%i• • • ® 1 CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILEy • • • '375 I I KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR • •••• v : • • 250 �+ t i PASSAGE LOCK AT 36" FROM BOTTOM, c i•► • DEAD BOLT AT 42" FROM BOTTOM ASTRAGAL INT. COVER HINGE OPTION 1 - EMTEK CORTINA KEYED ENTRY DOOR LEVERSET u 6 THK. STEEL OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET m `` I OPTION 3 - BALDWIN KEYED ENTRY DOOR LEVERSET -+1 I+-.492 .276 HINGE INSTAI""cCP<<wc �--A io PANEL;(4J rte X I-1/4'FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'OELTANA' AT TOP AND I I r TO FRAME:(2)112 X 3/4"FH SMS BOTTOM OF ACTIVE LEAF. p ALTERNATE �H 1,000 H IN INNER HOLES (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) " $8 8 8 O TOP & BOTTOM RAIL (2) 1/4'X 2-1/4'FH TAPCON < m o HINGE & LOCK STILE/SIDELITE STILE 10 ASTRAGAL M. COVER IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. 4.625 Eng,:JAVAO AHMAO .A -^�� CMI. 1.600 FLA.PE 1 70592 n PROCNICT R.6V ISGU +CA.1.820 900 / as eo,piywg With the Florids21 .062 /'�..i .685 building CoJ __.L_ II7fAcap,onoo No n�5 l200 .2.5��2.40D---+i i ilahm Date drowing9 no.I O SILL COVER O SILL FILLER O FRAME SILL #I, 041 w09_29J 6063-TS WOOD WOOD Cheet.7.of,B U � -� z 3 O J / 5-X 5/8"WOOD DOWEL F g 14 o 5-X 5/8'WOOD DOWEL V 0 M o d 0 N • •• 0 • • • Q U i ••• �P CORN PANEL TOP CORNER Q l� no • 0000 • • • • • f • O �Q MM m • • 0000•• 30 <i • •••• •••• •••••• INTERMEDIATE CORNER 5 z 3 o 0000 • •• 0000•• 3 V t`� 0000 •• • 0000 I w • • • • • -- ' %5/8"W000 DOWEL a- o • • • •• 0000 • 0000 • • • 0000• i i • • 0000 •• • 0000• • • 0 14 so • 0 3 • 0000 • • 0000•• ogg33 CS d�?2 101 fI i l�1 8$o S C PROD JCrRSVIS13D as co lying with the Florida Eimer.aAVr AHMAO c q BBuRdh 9D& FIA C.A. V8 92 0 3 ton N •43 .. s . Mi o Product on ) drowmgnno. (7) 1/2"X 4-1/2'WOOD DOWELS AT SOLID/LAMINAT£0 WOOD INSERT W09—29 FRAME BOTTOM CORNER ON EACH SIDE AT 9"FROM BOTTOM AND 2'O.C. PANEL BOTTOM CORNER sheet 8 of $