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WS-9-16-2546Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 -p_o__ I G --Qs g 9 Inspection Number: INSP-267357 Permit Number: WS -9-16-2546 Scheduled Inspection Date: December 20, 2016 Inspector: Naranjo, Ismael Owner: Job Address: 525 NW 111 Street Miami Shores, FL 33138-0000 Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (786)580-8923 Parcel Number 3021360210720 Contractor: OUTDO BUILDERS INC Phone: (786)487-4306 Building Department Comments REPLACE 10 WINDOWS AND 2 DOORS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed / Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 19, 2016 For Inspections please call: (305)762-4949 Page 7 of 37 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -9-16-2546 Permit Type: Windows/Shutters Ciass&cationWi Perrriit.• ndow/Door Replacem Replacem Permit Status: APPROVED Issue Date: 9/22/2016 Expiration: 03/21/2017 Parcel Number Applicant 525 NW 111 Street Miami Shores, FL 33138-0000 3021360210720 Block: Lot: DAVID WILLIAM PROPERTIES L Owner Information Address Phone Cell DAVID WILLIAM PROPERTIES LLC 1680 MICHIGAN Avenue MIAMI BEACH FL 33139- (786)580-8923 1680 MICHIGAN Avenue MIAMI BEACH FL 33139- Contractor(s) OUTDO BUILDERS INC Phone (786)487-4306 CeII Phone Valuation: Total Sq Feet: $ 10,000.00 0 Type of Work: REPLACE 10 WINDOWS AND 2 DOORS. No of Openings: 12 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $3.30 $3.30 $2.00 $220.00 $12.00 $8.00 $254.60 Pay Date Pay Type Invoice # WS -9-16-61347 09/22/2016 Credit Card 09/15/2016 Credit Card Amt Paid Amt Due $ 204.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. September 22, 2016 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 22, 2016 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL IVIId1111 JI IUI CJ village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 TRY' ''iVED S:P152016 I?V• FBC 201L ST Master Permit No. C G Sub Permit No. W(I() 2 IG PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Iz 4/✓ //1 Sf City: Miami Shores County: Miami Dade Zip: 3 3 /"" Folio/Parcel#: /I z /3( v t / 07L U Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ��(7avie i , //4M1 Ager,Z4 Phone#: 7 ( sr° rr23 Address:_ L 1 ' /�`lr/ "54 „ fie51"e 7ac? City: d / / 4,a4 State: /''l Zip: 33> 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 2cfep ttic Phone#: 7Yt c?17 O C Address: j/rfio Ste- f $: S7 City: /'%rG� Qualifier Name: /l4/c'Zei State: Zip: 33/57 Phone#: 7/.6 797 5'.301 State Certification or Registration #: e & C /S1 ®3/° Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ &) PGO . c":7 Square/Linear Foo a of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: #4, 10 ) "4/ L 04/5. Specify color of color thru tile: �j Submittal Fee $ 9`J' W Permit Fee $ 220 ' C) CCF $ 6 • tCO/CC $ 7� Scanning Fee $ (Z ' Radon Fee $ a' 0 ,I� DBPR $ 3 ' Notary $ 0 Technology Fee $ 9. (Q-) Training/Education Fee $ 2 - Double Fee $ 7" Structural Reviews $ 0 Bond $ 0 TOTAL FEE NOW DUE S 2Q(1• 5O 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 th a ence of such posted notice, the inspection will not approved and a rem ection fee will be charged. Signature 0 NER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7 day of Se'% , 20 I G , by ? day ofd Sez , 20 it , by PciA.1 het , who is personally known to ✓�h tel /1� 4,1 , 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 PUBUC: NOTARY PUBLIC: Sign: C/ Print: Seal: e• : ANCHEZ N ory Irc • Suits ul tturid■ My Comm. Expires Apr 28. 2018 Commission a FF 1171t5 Bonded Through National Notary Assn. ► ---------- s Sign: Print: Seal: els?/ _ /�,/1.�" ""' LAND • NCHEZ ► `' are or Florida ( 1 =• l : : Property Search Application - Miami -Dade County Page 1 of 1 OFFICE F THE PROPERTY APPA1SER Summary Report Property Information Folio: 11-2136-021-0720 Property Address: 525 NW 111 ST Miami Shores, FL 33168-3331 Owner DAVID WILLIAM PROPERTIES LLC Mailing Address 1680 MICHIGAN AVE 700 MIAMI BEACH, FL 33139 USA Primary Zone 0100 SINGLE FAMILY - GENERAL Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,876 Sq.Ft Lot Size 7,830 Sq.Ft Year Built 1949 Assessment Information Year 2016 2015 2014 Land Value $141,215 $141,215 $84,254 Building Value $120,815 $121,087 $117,951 XF Value $2,600 $2,159 $2,186 Market Value $264,630 $264,461 $204,391 Assessed Value $264,630 $264,461 $175,648 Benefits Information Benefit Type 2016 20151 2014 Non -Homestead Cap Assessment Reduction Taxable Value $28,743 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description WEST SHORES PB 42-18 LOT 13 BLK 4 LOT SIZE 58.000 X 135 OR 18549-2410 03 1999 1 COC 24092-3715 11 2005 5 Generated On : 9/15/2016 Taxable Value Information 3 2016; 20151 2014 County Exemption Value $0 $0 $0 Taxable Value $264,630 $264,461 $175,648 School Board Exemption Value $0 $0 $0 Taxable Value $264,630 $264,461 $204,391 City Exemption Value $0 $0 $0 Taxable Value $264,630 $264,461 $175,648 Regional Exemption Value $0 $0 $264,630 $264,4611 $0 $175,648 Taxable Value Sales Information Previous PriceSale OR Book- Page Qualification Description 08/03/2016 $175,000 30196-Qual 0824 by exam of deed 09/17/2014 $100 29314- 2811 Corrective, tax or QCD; min consideration 02/14/2014 $97,500 29048-Qual 0364 by exam of deed 11/01/2005 $0 24092- 3715 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/15/2016 Detail by Entity Name B10RDAD TVT0E-v TAT"9S�"°F 1)1= C R *fl T.IQRS . v'' --14.57,1//41z Page 1 of 2 Detail by Entity Name Florida Limited Liability Company DAVID WILLIAM PROPERTIES, LLC Filing Information Document Number L15000007256 FEI/EIN Number APPLIED FOR Date Filed 01/13/2015 State FL Status ACTIVE Principal Address 1680 MICHIGAN AVE. Suite. #700 MIAMI BEACH, FL 33139 Changed: 01/13/2016 Mailing Address 1680 MICHIGAN AVE. Suite. #700 MIAMI BEACH, FL 33139 Changed: 01/13/2016 Registered Agent Name & Address UNITED STATES CORPORATION AGENTS, INC. 13302 WINDING OAK COURT A TAMPA, FL 33612 Authorized Person(s) Detail Name & Address Title AMBR Sawin, Craig B 616 Poppy Ave. Corona Del Mar, FL 92625 Title AMBR Romano, David http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 9/15/2016 Detail by Entity Name Page 2 of 2 . 155 NW 124 St North Miami, FL 33168 Annual Reports Report Year Filed Date 2016 01/13/2016 Document Images 01/13/2016 -- ANNUAL REPORT 01/13/2015 -- Florida Limited Liability View image in PDF format View image in PDF format and Privacy, FPI,;cies State of Fonda, Department of :tate http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 9/15/2016 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgem Qualifier/Owner Signature 4/ Date Print Name DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION EPTANCE (NOA) MIANU—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamedade.eov/economv Lawson Industries, Inc. ` •. 83'0 90.St►• • • .. • Medley, FL 33166 • ": • ••• ...... SCOPE: .... :....: This NOA is being issued under the applicable rules and regulations goveming.th tse o4eonctructiof1 • materials. The documentation submitted has been reviewed and accepted by iVl itali.Dade CQuLtl RER- :.. . Product Control Section to be used in Miami Dade County and other areas where ttllomved by1•ADthority ." Having Jurisdiction (AHJ).• • • This NOA shall not be valid after the expiration date stated below. The Miami -Date Cottnty Prgdcrt Control . • : Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Daae Camay) reserve the right . to have this product or material tested for quality assurance purposes. If this product or mat,�ddl(, fails to • . � perform in the accepted manner, the manufacturer will incur the expense of such testing and me 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 Hi: Veloci 1-I rr ESCRIPTION: Series "HS -8700 (Flange -Frame)" Aluminum Horizontal Sliding Window - L.M.I • rawmg No. L8700-0901, title, 870 * • orizo g Lange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County ProductliontrolSeetion. L. MISSILE IMPACT RATING: Large and Small Missile Impact. Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0908.J4 Ex Ir: ion Date: A ril 11, 2017 Approval Date: November 13, 2014 Page 1 • . • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ••.. 1. Manufacturer's die drawings and sections. . • • • .. • • (Submitted under previous NOA No. 11-0705.10) ...... • 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Roiling Flange; •Impact ..... Window", sheets 01 through 10 of 10, dated 05/30/09, wit1r Bey inion "B: dated .... 08/11/14, prepared by manufacturer, and signed and sealed by Thdthas J. Sotos, t . E. ..... •• . ...... • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •• 2) Uniform Static Air Pressure Test, Loading Icer F$C TAg'7(7Z-94 . • 3) Water Resistance Test, per FBC, TAS 202-g • . • •: •. :. •. 4) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 • • along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 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, HETI-10 M31, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. -E. l (Submitted under previous NOA 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 B. TESTS E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) • • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • • • • • • • • .... • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 2094 • • 3) Water Resistance Test, per FBC, TAS 202-14 :. • • • • •...:. 4) Large Missile Impact Test per FBC, TAS 201.—.44 •••••• 5) Cyclic Wind Pressure Loading per FBC, TA% Q' A —94 : ....... 6)Forced EntryTest, per FBC 2411 3.2.1, TAS 82194 • .... "• along with marked up drawings and installation diair am . of 8 • specimens... . • of an aluminum horizontal sliding window, XO configuration, pregared by Hurricane •• Engineering & Testing, Inc., Test Reports No.'s HETI-08;2033, ITE.1•148--2034; HETI-08-2035, HETI-08-2036, HETI-08-2037; • • HE' 1 Q8-203 ; • • • 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 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE • • 1. Miami—Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. (ft Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 201'7 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) •... 2. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical ConfJSOY•(MAI ... • for their "Saflex Clear and Color Glass Interlayers" dated' Y6/19/14, •expiring on • • 05/21/16.• ...... .... • ...... r ...... F. STATEMENTS •••••' ... ' 1. Statement letter of conformance to and complying with Ffi ` •5 Editiow(2014 ,;.•• issued by manufacturer, dated 09/02/14, signed and sealed by Thetas J. Sottis, 4'. E..... . 2. Department of State Certification of LAWSON INDUSTRIES;TC. as a'for profit •. corporation, active and organized under the laws of the 'State of Abri , datdd"• • • • . . 04/11/14 and filed at the Secretary of State. • • • •... . • ... • • 3. Statement letter of conformance, complying with FBC-2010, dated 01%25,12 signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127 08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10 3049I, 11E11-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10 3053, HETI--10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10 3223, HETI-10-3224, HET -10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08 2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A 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 FTI -3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal eliding Window - LM.I.", approved on 03/29/12 and expiring on 04/11/17. �r---� E-3 Jaime D. Gasco», . E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION EPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. miamid ad e.aov/economy Lawson Industries, In 8 Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing iue of / o sjruction materials. The documentation submitted has been reviewed and accepted by Miap.irnade Comty•RER- Product Control Section to be used in Miami -Dade County and other areas where allatmd by the Authority. Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miatni-Dade Ciotmty Product •control. • • • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade'COMey) resit right' • • • • • to have this product or material tested for quality assurance purposes. If this pr6dudt' or mate1fal fails td perform in the accepted manner, the manufacturer will incur the expense of such lestsnn and the AHJ may • immediately revoke, modify, or suspend the use of such product or material, withip their jurisctietien, RER reserves the right to revoke this acceptance, if it is determined by Miami Dade'Catit4y Prod t.IControj 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 ode, including the Hi.h Velocity Hurricane Zone. • • • • lan e Frame)" Aluminum Single Hung Window - L.M.I. PROVAL DOCUMENT: Drawing No. L7700-0901, tit e"Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. R, bearing the Miatni 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: Lar e and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with t e manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. -i — to 301E NOA No. 14-0908.10 Expiration Date: December 27, 2016 approval Date: NovemberUb, 14 Page 1 • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under pervious NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame •Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with rovisin dateZ.: B:' dated 08/11/14, prepared by manufacturer, and signed and sealed by Tfiomas J.*Ws; F. E. •, . B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2O 9 • • • • 2) Cyclic Wind Pressure Loading per FBC, TA8;261-94 • • ; •; • 3) Uniform Static Air Pressure Test, Loading tEr FBC TAS '202-94 along with marked -up drawings and installation diagram of ail alnrtjinum•singie hung • • fin window, prepared by Hurricane Engineering & Testing, Inc., all.Test MAIN No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, sigcieei anct •staled by • Candido F. Font, P. E. • • • (Submitted under pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08-2063B, HETI-08-2064A and HETI-08-2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI --2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 01-1009.01) ... • . Jaime D. Gscon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. •••• (Submitted under previous NOA No. 11-0705.09) • •••• • • •• • 2. Glazing complies with ASTM E1300-04/ 09 • • • •• •• •.• •••• D. QUALITY ASSURANCE 1. Miami --Dade Department of Regulatory and Economic Resourcos4RER). • • •••• • • ••• • • • •' • • • • • • • E. MATERIAL CERTIFICATIONS •• •• 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont ItcNenQours.& to., Inc, for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on M1111117. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DcNemours frlo1, Incr for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on'12/1'1/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. �• • F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 E-2 • �.r Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and AETI-09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P. E. ,,,, (Submitted under NOA No. 09-0706.09) •....' 7. Laboratory compliance letter for all Test Reports No.'s HETI-0.840$3 C, ; •••• HETI-082004 A, HETI-08-2060 A, HETI-08-2060 B, HETI—•OS'2061 A ' • HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HE1'1W-2063.A, HETI-08-2063B, HETI-08-2064A and HETI-08-2064B, isstied•h4 flun:ltaft' Engineering & Testing, Inc., dated 03/15/08, signed and sealed by,aodido F�. Feat, • C P. E. .... .. . • (Submitted under previous NOA No. 08-0825.17) • •• • • • • 8. Laboratory compliance letter for all Test Reports No.'s FTL- 2987• and e?L.L 986,. issued by Fenestration Testing Laboratory, Inc., dated 04/03/0T •acid b3/27/0.1rsigned. and sealed by Luis Antonio Figueredo, P. E. • . ' (Submitted under previous NOA No. 01-0406.08) • • . • G. OTHERS 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH -7700 (Flange Frame) Aluminum Single Hung Window — L.M.I.", approved on 03/29/12 and expiring on 12/27/16. E-3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014. • Florida Building Code Online %odda Departmental Busines Professi Regulation Page 1 of 3 SCIS Horne 1 Log In 1 User Registration 1 Hot Topics I Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Links 1 Search (P150 rff•tw !y. Requ a!P iairiy. 'i oFfioCor'r E Product Approval USER: Public User product Aooroval Menu > product or Application Search > _rvdLrdtllm_I is > Application Detail FL # App cation Type Co e rersion FL4334-R9 Revision 2014 App ica 1 • n us d Comments Archived Product Manufacturer Ad.ress one/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory ve by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 0 Masonite Intemational owls Road West Chicago, IL 60185 (615) 441-4258 sschreiber@ mason ite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing •••• • • • • •••• • • . •• • • •• • • • •••• • • • • •••• • • •••• • • • •• •• • • • • • • • • • • •• • National Accreditation & Management Institute National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A Date Submitted 06/01/2015 • ••• • • • • • • • • • • •� • • • • �• • • •••• • • • • • •• • https://www.floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQwtDgttSMGyvgTunP... 6/8/2015 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved 06/03/2015 06/06/2015 Page 2 of 3 Summary of Products FL # M pes . ripsien- -- 4334.1 4334.1 Fiberglass Side -hinged Door U , i. - Im.act Rated •'-8" Opaque I/S and O/S Single Door) J Limits,of Llee— Approved for use in ;_y .-•-•••c-. for use ...5-••• HVHZ: Yes - . es Certi !cation Agency Certificate JF ,�9 C CAC NI005930.01.P Quail ssurance Contract Expiration Date 02/28/2021 irzns FL4334 R9 II FLO120.odf mpact Res stant: Yes • : ion Pressure: +70.0/-70.0 Other: Evaluated for Florida Building Code including Hurricane Zone, and where determined by ASCE 7, Buildings and Other Structures, design pressures listed. !Hurricane protective system detail DWG-MA-FLO120-05 u'- : -- .ns adhering to the the High Velocity pressure requirements as Minimum Design Loads for does not exceed the 3'-0" x 6'-8" max nominal size. is NOT required. See anchor for additional information. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 504B.pdf Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for Florida Building Code including Hurricane Zone, and where determined by ASCE 7, Buildings and Other Structures, design pressures listed. Hurricane protective system detail DWG-MA-FLO121-05 HVHZ: Yes HVHZ: Yes use in locations adhering to the the High Velocity pressure requirements as Minimum Design Loads for does not exceed the 3'-0" x 8'-0" max nominal size. is NOT required. See anchor for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF ' Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions •••• FL4334 R9 II FLO121.odf • • ' • • • Verified By: National Accredit4011 &••Management Institute • • • • •• Created by Independent Thitdl ? •••• Evaluation Reports • FL4334 R9 AE 503B.odf • • • • Created by Independent Third Party, •Yes •••••• •"• • 4334.3 Fiberglass Side -hinged Door Units I- Impact Rated 8'-0" Opaque O/S Door w/ or w;o • •gilelites , . • • ' • • • • • • r Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for Florida Building Code including Hurricane Zone, and where determined by ASCE 7, Buildings and Other Structures, design pressures listed. Hurricane protective system detail DWG-MA-FLO121-05 HVHZ: Yes HVHZ: Yes use in locations adhering to the the High Velocity pressure requirements as Minimum Design Loads for does not exceed the 12'-0" x 8'-0" max nominal size. is NOT required. See anchor for additional information. Certification Agency Cert • • FL4334 R9 C CAC NI005930.022.F F , • Quality Assurance Contract Exeiration sate. •. 02/28/2021 • • • Installation Instructions " • •••• FL4334 R9 II FL0121.odf ' „' • Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.odf Created by Independent Third Party: Yes 4334.4 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use Florida Building Code including Hurricane Zone, and where determined by ASCE 7, Buildings and Other Structures, design pressures listed. Hurricane protective system detail DWG-MA-FLO121-05 HVHZ: Yes HVHZ: Yes in locations adhering to the the High Velocity pressure requirements as Minimum Design Loads for does not exceed the 12'-0" x 8'-0" max nominal size. is NOT required. See anchor for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 I1 FLO121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.odf Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use Florida Building Code including HVHZ: Yes HVHZ: Yes in locations adhering to the the High Velocity Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO120.pdf Verified By: National Accreditation & Management •••••• • •• • • • • • • ••••• 000000 .• •••••• • • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 6/8/2015 • Florida Building Code Online r Page 3 of 3 Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: Yes 4334.6 Fiberglass Side -hinged Door Units I- Impact Rated 6'-8" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC N1005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.Ddf Created by Independent Third Party: Yes 4334.7 Fiberglass Side -hinged Door Units 8'-0" Glazed I/S and 0/S Door w/ or w/o Sidelites Impact Rated 'Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC N1005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0123.odf •••• Florida Building Code including the High Velocity Verified By: National Accredi&ation i Management • Hurricane Zone, and where pressure requirements as Institute • • • •••• determined by ASCE 7, Minimum Design Loads for Created by Independent Third•lrarty! • • • Buildings and Other Structures, does not exceed the Evaluation Reports • • • • • • ' •••• • • design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R9 AE 501B.pdf• • • . • • Hurricane protective system is NOT required. See anchor Created by Independent Third •Party: Yes • detail DWG-MA-FL0123-05 for additional information. • " • • • • r• 4334.8 'FiberglassRated Side -hinged Door Units 6'-8" Glazed I/S and 0/5 Door w%or w/o Sidelites - Impact • • Limits of Use Certification Agency CertiFita • •• Approved for use in HVHZ: Yes FL4334 R9 C CAC N1005134.0•3•RDF �t • Approved for use outside HVHZ: Yes Quality Assurance Contr Eitpiration Date Impact Resistant: Yes 02/28/2021 ••• Design Pressure: +60.0/-60.0 Installation Instructions: • • Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0122.pdf • • • •••• Florida Building Code Including the High Velocity Verified By: National Accreditation & Management. Hurricane Zone, and where pressure requirements as Institute • • • determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL4334 R9 AE 502B.pdf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes ,detail DWG-MA-FL0122-05 for additional information. Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails 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 If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: SCCUfityMitrnic Credit CA SE 000000 •• • • • • • ••••• • • ••••• •••••• �• • • •••••• • • https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqttSMGyvqTunP... 6/8/2015 Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas(dlirlomasoe.com Manufacturer: Masonite Report #: 50413 Date: 05/21/2015 Product: Single Door 3'x6'8" Scoce: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FL0120-05 DWG-MA-FL0130-05 DWG-MA-FL0153-06 DWG-MA-FL0168-07 DWG-MA-FLO122-05 DWG-MA-FL0132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FL0124-05 DWG-MA-FL0134-05 DWG-MA-FLO156-06 DWG-MA-FL0172-07 DWG-MA-FL0126-05 DWG-MA-FL0140-05 DWG-MA-FL0160-07 DWG-MA-FLO174-07 DWG-MA-FL0128-05 DWG-MA-FL0151-06 DWG-MA-FL0162-07 DWG-MA-FL0175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 1/4" Tapcon, for masonry installation Anchor capacity In shear condition: Solid members w/ & w/out tap: Fastener type: #10 wood screw Root diameter: Minimum required penetration: Side member: Douglas Fir -Larch Dr: 0.152 in p: 1.140 in Side member thickness: Side member dowel bearing strength: Side member dowel bearing length: Mode I. Mode I, gm = 509.2 lbs/in P = 580.5 lbs Ko = 2.200 Z.,• 264 Ibs qs : P: Ko Z.= 707 lbs/in 707 Ibs 2.200 321 lbs Min. Design value: Z= 107 Ibs Duration Factor. Co = 1.6 Allowable Design Value (LC.): t,= = = 1.000 in 4,650 psi 1.000 in Mode II A: 8: C: P: Ko= Z. 0.0008 1.07 -342.139 265 Ibs 2.2 120 Ibs Z'= 171 Ibs/anchor (NOS 2012, TRI2) Gap: 9: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: Fye = 80,000 psi Main member: Spruce -Pine -Fir Main member thickness: t„= 1.500 in Main member dowel bearing strength: F,,, : 3,350 psi Main member dowel bearing length: IT = 1.140 in Mode III„ Mode III, A: 8: C: Ms: P: Ko= Z= 0.00120 0.57 -212.263 46.8 in-Ibs 246 lbs 2.2 112 lbs A: 8: C: Mm: P: Ko= Z= •••• • ••••d•A Mo/••• 0.00134 • • • 0.5 -223.524 46.8 in -lbs •••• 2631bs • •••• 2.2 119Ths. • •• •• • A. 0.0Q1689 42403 C: -93.6 • • Pi••• j5Ibs • Ko ! 2.2 Zi • : •1r Ibs • • • Fastener type: 1/4" ITW Topton Substrate: Hollow block Edge distance: Edge distance: Actual edge distance: Spacing: Spacing: Actual spacing: Allowable Design Value (Zf,w): 4.00 in 2.00 in 2.50 in 4.00 in 2.00 in 3.00 in Z"= 156 Ibs/anchor N.O.A. 12-0816.06 Minimum embedment: Z = 202 Ibs Z . 161 Ibs 0.85 Z . 202 Ibs Z . 166 Ibs 0.91 Tabulated shear design value: Tabulated shear design value: Reduction factor: Tabulated shear design value: Tabulated shear design value: Reduction factor: • • • 1.251n • • • • • • •• • • • • • •••• • • • • • • Minimum anchor capacity: 156 Ibs/anchor Note: Anchors with the least capacity is used for cakulations to qualify anchors with higher capacity. Anchor calculations. minimum required anchors 36.38 1 t A2A2 / Al \ 1 of 2 79.25 Design pressure: 85.0 psf Zone Area Utz) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load (Ibs) Al 2.3 195 N/A N/A 156 2 98 OK A2 7.7 656 6.00 18.00 156 5 131 OK •��\��'iA‘‘s RiLO" J`••E•N••W i��'%S•� • ) ••"• TAT OF � .� z. 't.• 4tts :� 0 RIO.te/PeN.Ai.sek\ • • Luis R. Lomas P.E. FL No.: 62514 5/28/2015 2 of 2 Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rilomasOldomaspe.com Manufacturer: Masonite Report #: 504B Date: 05/21/2015 Anchor Locations: 79 25 Note: Anchor Iocati. • dicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. •••• • • • •• • • • •••• •• • • •• • • • • • ••.. • • •.•. • • • • •• •• • • • • • • • • • • • • • ••• • • • • • ••••• •• • • • •e • • • • • • • • • • •• • •••• • • • • • • oil I io \‘ R • .L oil y.• E N • s�•'9c1, - N,A� .. • • Zir• 0 5Z._-:::* = =, , TAT .1 •v4: Luis R. Lomas P.E. FL No.: 62514 5/28/2015 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Specification: TAS 201/202/203-94/ASTM E330 NI005930.01 02/17/2005 02/28/2021 02/20/2015 Frame unless noted) 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 all 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 Stands d I tit t ANS Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact Rated r s ns ue( n. Test Report Number Drawing Number & Comments X US Opaque 3'0" x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 ` (oi Opaque's.) 3'0" x 6'8" +70%70Yes NCTL-210-3102-1 ``le J Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XX US Opaque 6'0" x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0" x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XO/OX US Opaque Door 6'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO120-05 XO/OX 0/S Opaque Door 6'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO US Opaque Door 9'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO 0/S Opaque Door 9'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites • • • • • • • • 8.25 psf" Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" • • • • • • • Anchor Detail-MA-FL0120-05 0)0(0 US Opaque Doors 12'4".6'8"•i •': -00:40% •• 2.86 psf Doors -Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites• • • • • • • II • • • • • • • • • • • • • Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 0)0(0 0/S Opaque Doors 12'4" x 6'8" +55/-50.5 6.0 psf/ Doors -Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites • • • • • • • • • 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" tr■__� 11- _ r11_____. _ • . • • •• • • s . • Anchor Detail-MA-FL0120-05 •• • • •• •• • • • National Accreditation & Management Institute, Iftc./4791 4eosge VVas'hiAgton Memorial Highway/Hayes, VA 2307 4060 Tel: (804) 684-5124 Fax: (804) 6845122 ••• • • • • ••• . • RAMI A'UTI3ORIZED SIGNATURE: • • ••• • •• .•. • •• • • • •• •• • • ••• • • O'OAMA • ! alettilmal. Rorida Departments Busines Professi Regulation rofessional egu ation BCIS Home <enfee oenIy. '.rau ate ?mtly • : •:fI 56 APINCIAPIW 1 Log In 1 User Registration i Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map Product Approval USER: Public User product Aooroval Menu > Application Detail L# FL19731 AppimZatTi�n Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone mai Authorized Signature —NeW 2014 Approved Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Miami Tech, Inc. 3 eet Miami, FL 33147 (305) 693-7054 chris@miamitech.com Frank Bennardo frank@engexp.com 0000 • • • 0 0000 • • • • •. 0 • •• • • • • • 0.00 • • • • .••• • • • • • • .•.. • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • Compliance Method Structural Components Anchors Evaluation Report from a Florida Registered Architect or a Lic Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License Quality Assurance Contract Expiration Date Validated By PE -0046549 ditation & Management Institute Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 12/31/2016 Keith E. Lorinos, PE ., Validation Checklist - Hardcopy Received fL19731 RO COI COl.odf 104.11 1707.1 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 02/04/2016 02/12/2016 02/14/2016 04/12/2016 Back Next •• •• • • • • • • • • •• • • • • • • • ••• • •• • • • • • • • • • Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 phone 850-4>i1 M2'4• ' ' • • • The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement : : Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reg electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.48 to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departrr address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pub not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. T are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EEI E:1 securit METRE CreditSAFE FL # Model, Number or Name Description 19731.1 Aluminum Tie -Down Clips 1" Wide Aluminum Tie -Down Clip System (For Use with Me at Roof or Grade) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL19731 RO II Alum Dwg.pdf Verified By: Frank Bennardo, P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL19731 RO AE Eval.pdf 19731.2 Steel Tie -Down Clips 1" Wide Steel Tie -Down Clip System (For Use with Mechan Roof or Grade) • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation InS�r,cttons •••• • FL19731 RO II Steel• Dwq odi"• . Verified By: FranlclPhardo, p!'PE-0046549 • • Created by Ind@pArtdtht Third Patty: Yes • Evaluation Re ePts• • • • FL19731 RO A Eval'pdf • Created by Indppe4cjei t Third•P y: Yes • Back Next •• •• • • • • • • • • •• • • • • • • • ••• • •• • • • • • • • • • Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 phone 850-4>i1 M2'4• ' ' • • • The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement : : Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reg electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.48 to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departrr address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pub not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. T are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EEI E:1 securit METRE CreditSAFE 2/4/2016 ENGINEERING E)CF'RESS® A FRANK L. BENNARDO, P.E., INC. INNOVATION Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding: FL19731 "Steel/Aluminum Tiedown Clips for use with Mechanical Units" Miami Tech, Inc. 3611NW74thSt Miami, FL 33147 To Whom It May Concern: •... . . . • .... Please be advised that the below -signed engineer does not have o• will aogii� e • a fmancial interest in the company manufacturing or distributing the product44). for which an evaluation report or validation certification has been or will be prepared, av refe;encecl• above. This engineer is not owned, operated, nor controlled by the manufacturer of 2iiStributdr noted above and does not have any financial interest in any other entity involvg%irk:the apkrov31 process of the above -noted product(s). • Res, 49 Frank Frank`Ly, FL PE 004049'"'"‘ Cert of Auth #9885 Inc. . • . . .... . . . .. . 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM . . • • • 2/4/2016 ENGINEERING EXPRE86® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT Man a urer ddress: 3611 NW 74th St Product Name: Product Description: Miami, FL 33147 Slotted SteeVAluminum Tie -Down Clips, 1 " Wide Steel/Aluminum Tie -Down Gip System (For Use with Mechanical Units at Roof • Grade) • •• Scope of Evaluation: • • •• • . • •• • .••. • •••• . • •• This Product Evaluation Report is being issued in accordance with the requirements of time Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-' 0d5;F.AC.,''ote •: statewide acceptance per Method 2(b). The product noted above has been tested and/Sr evaluated 5g • summarized herein to show compliance with the Florida Building Code Fifth Edition (20ddd is, for tit purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shNi, . required following pertinent Florida Building Code modifications or revisions. ••• ••• • •. • Substantiating Data: • • • ••.. • • • • • •• • • PRODUCT EVALUATION DOCUMENT* Drawing #15-2786 titled "Mechanical Unit Steel lie -Down Clip: At -Grade and Roof -Top Mounted Applications" and "Mechanical Unit Aluminum Tie -Down Clip: At -Grade and Roof -Top Mounted Applications", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. are an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance withtiigda Building Code 2014 -104.11 and 1707.1 per test report(s) # by Fenestration Tis 6or�a flya, i ..... 4y • STRUCTURAL ENGINEERING CALCULATION* gf .Engineer"s.s i balid for Structural engineering calculations have been prepared which am. pages _1Z th¢ 617x7- evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 3. Maximum Allowable Unit Surface Area 4. Clip Configuration and Anchor Spacing 5, Anchor Capacity for Various Substrates Bbnnardo, BB:'p #-P `�; :549... ••C.A4k9885 P=ID * .e - "tirmaoso- 6. Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS¢' 2/4/2016 Miami Tech Inc — Steel/Aluminum Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind Toads as indicated in the design 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 Down (i.e. . engineering drawing). •••• •• • •• • Limitations & Conditions of Use: . .. .. • • • • ••• .. .. • • •• • Use of this product shall be in strict accordance with the Product Evaluation Document ;.e. bniineeriog • • drawing) as noted herein. •••••••• All supporting host structures shall be designed to resist all superimposed Toads and shaft be oil a mat& TdI'. listed in this product's respective anchor schedule. Host structure conditions which are not accounted1Br in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. AH components which are permanently installed shall be protected against corrosion, contamination, and es. t\This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVH 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM • • 2/15/2016 m. Bus nes Protessi� ulation Florida Building Code Online 17"..=0 BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map Product Approval USER: Public User product Approval Menu > product or Application Search > Application List > iication Detail FL # 4569-R7 Comments Archived Product Manufacturer ai Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By oved by DBPR. Approvals by DBPR shall be reviewed ar POC and/or the Commission if necessary. eport Blvd Klamath Falls, OR 97601 . • • • (800) 535-3936 •••..• fbcl@jeld-wen.com • • • • • •• • • Kaede McLaughlin fbcl@jeld-wen.com • • .• •• • • • • ••. • • • •••• • •• • • • •.. • .• • • • • • • • • .•• • • • •• • • • • • • • • . JELD-WEN Corporate Customer Service . • • •• • • 3737 Lakeport Blvd. • • • Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 • • • • • • • Year 1994 1994 1994 hitpsJhvww.fbridabilcing.orglpr/pr app dtl.aspx?parem=wGEVXQwtDquxTVBjriRcYg%2fDEHW1XNZW1D0uyPOG87LWwGxpHtrgMQ%3d%3d 1/3 2/15/2016 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option A 11/11/2015 11/13/2015 11/20/2015 https://www.floridabuildng.org/pr/prapp dtl.aspx?param=wGEVXQwtDgwTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d 2/3 FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be installed per manufacturer instructions as stated on drawing JW0509-03 Certification Agency Certificate FL14569 R7 C CAC NI006255-R7 Certiflcate.Dt Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II JW0509-03 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports •••• FL14569 R7 AE PEit3392.pd ••• Created by In$epec�dQnt ThirdTarty: Yes • . 14569.2 Contours Steel, Wood Edge • • • Full Ute Door, M50411g, 6'-0" S•-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Certification Agency Certi cater . FL14569 R7 G '(.A•C*.NI006 55.0e•R3 Ce gats Quality Assuraftatontraa Expiration'idate . 06/30/2019• •• • - Installation Instructions • • • • • ' FL14569 R7 11.11N(1509-04 Installation.odf • • Verified By: Hi'm25 IIIorero 7377$ ', Created by Inde pendent Thi&P3rtt: Yes • , Evaluation Reports • 0 FL14569 R7 AE" PER3393.pdr':'• ' Created by Independent Third'Partf: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Certification Agency Certificate FL14569 R7 C CAC NI006254-R5 Certiffcate.pt Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II JW0509-01 SS 2015-07-02.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Imps. Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC NI011062 NI011062.01 Ci Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 II JW032012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.odf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impa, Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: Certification Agency Certificate FL14569 R7 C CAC NI011061-R1 Certificate.o Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 II JW072012FL Installation.pdf https://www.floridabuildng.org/pr/prapp dtl.aspx?param=wGEVXQwtDgwTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d 2/3 2/15/2016 Florida Building Code Online r — Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.pdf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11 i--C—Tralise Certification Agency Certificate L14569 R7 C CAC aj011082411 Cartif&a e,k pproved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes D Other: Quality Assurance Contract Expiration Date 08/31/2019 non Instructions FL14569 R7 II S-2104 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.odf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/out Sidelites, 8'• Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC NI01109i.111-NI011096.01 Jti Certificate.pdf • • •••• . Quality Assures llontrast E*Qiration Date 08/31/2019 • • • • Installation 1M "•' C$hiions FL14569 R7 11•5121V8-01.odf • • • Verified By: Heiiwe9Norero•73778 • • Created by Independent Thisci darty: Yes Evaluation Reggrt% • • • • • FL14569 R7 /4 •P 3832.pd • : Created by Independent ThirdParty: Yes • Back Next • • • • • • • • • • • • •• • •••• • • • • • •• • • • • Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida. :: privacy Statement :: Accessibility Statement :: Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records re electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.48 to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departn address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pub not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. T are a licensee under Chapter 455, F.S., please click Jiere . Product Approval Accepts: Ei El al IC securit mnuc ereditSAFE https://www.floridabuilding.org/pr/pr app dtLaspx?peram=wGEVXQwtDquxTVBjriRcYg%21DEHW1XNZW1DOuyPOG87LWwGxpHtrgMQ%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors 3737 Lakesport Drive Klamath Falls, OR 97601 Certification No.: Certification Date: Expiration Date: Revision Date: NI011082-R1 05/01/2012 08/31/2019 05/05/2015 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 all 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). Configuration Inswing or Ou Glazed or Maximum Size Design Pressure P Water Test Pressure Missile Impact Test Report Number Drawing Number & Comments X Single O/S Opaque 3'2" x 6' 10" +66/-70 10.0 psf Yes CTLA-696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-8) O/S Door -Opaque Sidelite-Glazed 4'5" x 6' 10" +66/-70 10.0 psf Door -Yes Sidelite-No CTLA-696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) Single w/Sidelites OXO Single w/Sidelites O/S Door -Opaque Sidelites- Glazed 5'10" x 6'10" +66/-70 10.0 psf Door -Yes Sidelites-No CTLA-696W '8" Max Panel'3"(/8"" ax pe Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) XX Double 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" Installation Details: S-2104 (1-8) OXXO Double w/Sidelites O/S Doors -Opaque Sidelites- Glazed 8'11" x 6'10" +57/-57 8.55 psf Doors -Yes Sidelites-No CTLA-696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) National Accreditation & Management Institute, Inc./4794 (At orgOVelliitttindiprial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Faj ($03)1 3-5122: : .. • ... .. .. . NAMI AUTHORI4 S GNAkUII : , ;•- • .• • .. • .. • •• •• ••• •• • • ..• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • •.• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE$ (RER) BOARD AND CODE ADAIINISTRATION DIVISION MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Rooin 208 T(786)315-2590 F (786) 315-2599 wWw.mia midade.zov/economy 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 On 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 Ike Florititnuilding Code, including the High Velocity Huirican- . - • • • • . '. CRJPTION: Series "3200" Outswing Aluminum Casement Window - .. APPROVAL DOCUMENT 1Yrawing No. L3200-0801, tit a eries: ii i'hg Impact C isemeit Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" datgc3;dl/25/14; prepared by.: • •. manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Date Cpjmty Prehet +rontroj Revision stamp with the Notice of Acceptance number and Expiration date by.t . Miami -Dace County • • Product Cnntr� • • • • (MISSILE IMPACT RATING: Large Missile Impact Resistant . • . . • .. LABELING: Each unit shall bear a permanent a e with the manufacturer's name or log oc•itg, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date. may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted docutnentation was reviewed by Jaime D. Gascon, P.E. • • NOA No. 14-0908.2 Expiration Date: March 04, 2019 pp cmer Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted 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 08/25/14, 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 HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P. E. (Submitted under NDA 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, TA.20tl3-94. • • • . • along with marked -up drawings and installation diagram of �. series 320Q; ptutswing • aluminum casement window, X configuration, w/5/16'a•:axn. Land. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08409M, , HT. j 2100, • HETI-08-2101,HETI-08 2102B,HETI-08-2097B,HETI-08 fltf B,HETI-08-2104 HETI-08-2105, HETI-08-2106, HETI-08-2125 and HE' -'-2131 B, . alli dated • • • 07/10/08, signed and sealed by Candido F. Font, P. E. • . • (Submitted 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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. J Jaime D. Gascon, P. E. Product Control Section -Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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 to and complying with FBC 5t" 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. 1 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. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed,yy.Thomas J. Sotos, P. E. • •• •••• (Submitted under NOA No. 08-1020.08) •"' ' 5. Laboratory compliance letter for Test Reports N .:: • HETI-41099A. dated 07/10/08, HETI-08 2102A, dated 07/10/08, HITT-.08-2097AA. dated 07/10/08, HETI-08--2103A, dated 07/10/08, HETI-08-2131*, dated 03/10/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 071'i't HEf--08:-2101; dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI--08-x, dated Q7/10/08, 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 07/10/08, HETI-08,21U6. dateY''(i' 110/08; HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated (11/1(1/08, a1i` wed b� Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P7 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 Aluminum Casement Window - L.M.L", 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 Approval Date: November 27, 2014 E-2 NOTE: OX om _ ' '0 ©/ � Q % \\ 1 //4 //// // \\ // //4 --//-•e\\* -// <I—. 0 C 0 CD J— - -1 NOTE: OX om XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al. B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O — \ \\ •.\ ,_> o \\ cto s. ® \\ // //4 --//-•e\\* -// <I—. \\ 0 CD J— \\ ©\ \- o\- 0 C XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al. B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O XOX —Equal Lite (1/3-1/3—i/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS --SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O l — _F \\ •.\ ,_> o \\ cto s. ® / /// // //4 --//-•e\\* -// <I—. 0 CD J— --1 XOX —Equal Lite (1/3-1/3—i/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS --SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O l — _F /// / /// / /// 0 CD XOX — Un -Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, 13, & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES --8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUT"TERS_ NOT REQUIRED) OD BUCKS SHALL BE INSTALLED AND ANCHORED ING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.). AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON 'XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE 'COX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 15.) 16.) 17.) • • • •• •••• • MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVER • • • WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE* •• ENTIRE MULLED SYSTEM. •... 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE • • • • PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODFe • • PRODUCT REVISED as complying with the Florida Building Code Acceptanco No E'.p1 9a e •vliaml bade Product Control �4 •• 00 oto 0 ;;;00 •M I a0 z >- . N zo N tt M CO .• rn b or roS0 ti • • • •• • •• • S `• ▪ L • o Y a a a, a .•. • . • •• • ... ••• • •• •• •• • • • •. • • 0 c3 z a a 4 0 0 0 0 1 0 1 1 •.• ,, • •••• . s • g'' v • s. ••t•• • i I ``i��iltt *1 11181.3 j� t trx • Pk' as 71C Z. �•y •. ,.� IoWW t3? t.\' r: TEST UNIT SIZE: 111" X 63" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • SEE GENERAL NOTE d3 & #4. 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) 1--11.375' (MAX. R -c TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE 13 & y4 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT ANCHOR NOTES, L SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +7OPSF / - 75PSF (4 TOTAL) "XOX" WINDOW EQUAL LITE 2. SSEE�HOIERIZONTAL CROSS-SECTION DETAILRTICAL CROSS-SECTION DETAILS S EB AT SHEET E#5T D3 111' OVERALL FRAME WIDTH Max. 01.0, WidIF o 2438%" _ n / o / x c. TEST UNIT SIZE: 74" X 63" (A) 6 AT FRAME HEAD •.•1 NOTE N3 . BOVE 70.0 OVE 70.0) • ' ALL CORNAIRS) 13 1/4' D.C. 13 1/4' 0.C. EXT. & INT. FALSE COLONIAL NUNTINS ARE APPLIED W/ AVAILABLEN AS OPTIONAL. 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT 110' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF <4 TOTAL) FM1r—j AX. O.C.) Mox. D.L.O. Widl 24 3/8", ID n 't) a 0 0 x d 1 t.44 D.L.O. /'dlh l* 33 1/4 ,, rn Fixed D.L.O. Hei j% i%<= ANCHOR NOTES' t 1. SAME ANCHOR SPAC NG AT 2. TWO ADDITIONAL ANCHORS MEETING RAILS FOR UNITS ABOVE +70PSF / - 75PSF 1.-._. NA) 13 1/4' D.C. 13 1/4' D.C. 13 1/4' 0.C. HEAD E. SILL EXT. & INT. FALSE COLONIAL HUNTINS ARE REQUIRED AT APPLIED W/SILICONE AND ARE AVAILABLE WITH DP AS OPTIOMAL. (4 TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTES' 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & B1' AT SHEET R3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET N5 0 1 z to W W El 2 1 w toT o< Ix a� Lr n No qi 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TWO MEETINGA LS FOR UNITS VITH DP ABOV +/- ! ' F (4 TOTAL) —14" OIAX. O.C. 5' J ANCHOR NOTES, 1. SAME ANCHOR SPACING AT HEAD & SILL 2. P10 ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR U DP ABOVE +/- 70P NOTES' 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, AI, 8, & B1' AT SHEET H3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 114 Mo D.L.O. 'dth 33 1 , ,I 0 11 :44.// ,I.46is a x 0 "XO" WINDOW EQUAL LITE •� r(Th T COORRNAERS) 1/4' i.C. 13 1/4''O.C. 13 1/4' D.C. MUR'T1t5 ARE APPLIEDV/IAL WVAILABLE AOJCS OPTIONAL. • • 4 •• • (-I U ,� � N M x ch � 2 a z oz x a rj to ••• • 0 0 C) 0 1- 2 ••• • ••• SERIES -8700 HORIZONTAL SLIDING WINDOW'" FLANGE FRAME ELEVATIONS - L. M.1. •••••••••?: • • • • •• Z • •+' •• •ti • • • PRODUCT REVISED as complying with the Florida BAcceingptance CodceN o 2.-0 1,7 vliami Dade Product Control-----, 0 • N • I I / 4 • • •• • • • • • • •••►•• • • 0 • ••• • ••• • 1 0 •• • 1•• 1 • ANCHOR NOTES' t 1. SAME ANCHOR SPAC NG AT 2. TWO ADDITIONAL ANCHORS MEETING RAILS FOR UNITS ABOVE +70PSF / - 75PSF 1.-._. NA) 13 1/4' D.C. 13 1/4' D.C. 13 1/4' 0.C. HEAD E. SILL EXT. & INT. FALSE COLONIAL HUNTINS ARE REQUIRED AT APPLIED W/SILICONE AND ARE AVAILABLE WITH DP AS OPTIOMAL. (4 TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTES' 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & B1' AT SHEET R3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET N5 0 1 z to W W El 2 1 w toT o< Ix a� Lr n No qi 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TWO MEETINGA LS FOR UNITS VITH DP ABOV +/- ! ' F (4 TOTAL) —14" OIAX. O.C. 5' J ANCHOR NOTES, 1. SAME ANCHOR SPACING AT HEAD & SILL 2. P10 ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR U DP ABOVE +/- 70P NOTES' 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, AI, 8, & B1' AT SHEET H3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 114 Mo D.L.O. 'dth 33 1 , ,I 0 11 :44.// ,I.46is a x 0 "XO" WINDOW EQUAL LITE •� r(Th T COORRNAERS) 1/4' i.C. 13 1/4''O.C. 13 1/4' D.C. MUR'T1t5 ARE APPLIEDV/IAL WVAILABLE AOJCS OPTIONAL. • • 4 •• • (-I U ,� � N M x ch � 2 a z oz x a rj to ••• • 0 0 C) 0 1- 2 ••• • ••• SERIES -8700 HORIZONTAL SLIDING WINDOW'" FLANGE FRAME ELEVATIONS - L. M.1. •••••••••?: • • • • •• Z • •+' •• •ti • • • PRODUCT REVISED as complying with the Florida BAcceingptance CodceN o 2.-0 1,7 vliami Dade Product Control-----, 0 • N • I I / 4 • • •• • • • • • • •••►•• • • 0 • ••• • ••• • 1 0 •• • 1•• 1 • /4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO C EE ELEVATION SHEET #2 FOR MAX, FASTENER SP 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM EXTERIOR GRADE PERIMETER CAULKING 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS EXTERIOR EXTERIOR GRADE PERIMETER CAULKING 444444 ...�.'.. ,1.-` ►:a e y 1/4,' MAX. 4 _ SHIM SPACE (TYP.) - ii 4.4 • 4 �i A , 4d . 4 4 •I STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY •LAWSON INDUSTRIES, INC. #14 S.M.S, W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS #4, #S, & 146. EXT. GRADE CAULK A . 4 4. i1 4 4.- 4a r 4. 4 1/4' MAX. 5-5 4 4 SHIM SPACE <TYP.) • 1 1/4' MIN. • - .- • - • ij EMBEDMENT• a 4 - .: 4. 4 °• • 4 q 4 - 1 1/8' MIN, . EDGE DISTANCEI OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" a t .4 1/4' MAX. SHIM SPACE <TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD CONC. (REFER 0 LOAD TABLES FOR QUANTI REQUIRED) PRODUCT REVISED as complying with iho Florida Building Cock ,/• I . 14 Acceptaneq No �� 2o M1anU Pad@ P.-oduct Control • • • •• •••• • 0 0 0 CO w A M ao go 401 ~!/Q t a)oI A o Z oFa 0 in coo m (::::) ter O w .a •• _®i x a 1• 0001 • 0004 000404 • 00 04 000.4 • • • • • .• • � A O z W o HS-8700 HORIZONTAL ROT TJNG F 1 ..4 0 0 0 0 2 1 1 .••. • •• • • ..•• • ; . ••... d• • •• •• li. a or 0004 :04000: •• •.• i• • • 4••4 • 1 i 1 0 1 ttttimittit, `‘ 2X WOOD BUCKS— BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1' MIN. EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) 2X 1 1/4' MIN. 1110.k,Gll UU MIVAVAV EM I ENT 1/4' MAX. SHIM SPACE (TYP.) 411 (I) __Ap LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1/4' MAX, SHIM SPACE <TYP,) {{�1(EEEEEEE{{-C{{{{{{EE �))))))>}}}»->))))))))i 11ff�E d{{{1fEfE ... flfl STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. hi. EXT. GRADE CAULK --1 EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 73' MAX, WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH ,„4 • v \' .PT. WOOD BUCKS 4. 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC, (SEE ELEVATION AT SHEET #2 R MAX. FASTENER SPACING) 1 1/4" MIN. EMBEDMENT a 1 1/8' MIN. • .• EDGE DISTANCE e' "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK—BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR N (REFER—TO tote i . ; • - - ; . - D) PRODUCT RBVISBD as complying with Rut Florida fufdIngCodc A /"'t Acceptance No "I'V •L l;x,ifaHon Pate 13y 'Meana Sade Product Control -�%Zo.i. • En Q to cn A a 011 •• 10000 .•• • ,•• • .• . .•.• • • • • • . ' Y• • . d d .• N •• .0 c 0 1 ••• • • .•• • •.• .. •• • • :• • • ••• • 1 0 0 0 0 0 0 tv f 1•. • .• • 0 • z • DESIGN L OAD CAPACITY (PS OX or XO WI DOWS 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 LUMINUM WINDOWS AND GLASS DOORS liajormom ,w.x..n •• r s7oo—osoi a of �o I # # assures (psf) ' `. WINDOW amb H & S Glass Type "A" (* 2) 1iT+ Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E' (* 3) Glass Tye "F" (* 3) WIDTH HEIGH nchors ncho + psf - psf psf 1 - psf + psf j - psf + psf - psf I + psf 1 - psf 24 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 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 _ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 _ 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70:0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 ' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ;OTJJT 'ITH G. 24 48ap 65.0 65.0 •. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 , CZ) 48 (� 65.0 65.0 • .0 C6-5.0_,) C5.o J 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 6 65.0 65.0 :•. s 65.G 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 _ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 CO CO CO CO V' d '- lA t,o i.oi to to to CO CO CO CO 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 . 53.125 53.125 26 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • 74 26 6 65.0 65.0 65.0 65.0 70.0 70.0 . 70.0 70.0 80.0 80.0 80.0 80.0 •'• 26.5 38.375 4 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 38.375 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • • • •s 53.125 38.375 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 "; "� ' .' • • • 11 g la.. g •• • 74 38.375 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 • , ;.. " ' 1 1" I:' 26.5 50.625. 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 • '4 • • • ' 37 50.625 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 :_• 1 .4%, • 53.125 S • • .� 65.0 65.0 • �.•'�� 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a'...•: i 1 4 65.0 65.0 65.0 v•.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z z z I 37 58 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 11,1 a 53.125 58 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 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 65.0 65.0 4 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 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 ttosoutth, 53.125 63 6 65.0 65.0 65.0 65.0 70.0 70. Q 70.0 70.0 80.0 80.0 80.0 80.0 74 63 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - _ • : •�• **II PKODUC I 1 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ,u complying ItVIbbli with the ):11: ,. >- �'+ - 4 6'. '*, g •. �:: 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW WITH GLASS - - _ -: , %Ming Code 'i f 40 dr � :: ceeptnnc4No 1r� �v LL RISER - OPTIONAL • _ (WINDOWS TYPES A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "5, & F") AND +80.0 DP MAX. I f/ /./ i.• 1/i, \� ,��_ n s © �o - t1 .� s ` �y ,�, t< 4, No' APPLIED WITH SILICONE FOR 01' ABOVE +70.0 PSF ; , l'• ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) "A, j '// i a \ � \� - vliar b ulil'mc ` �. nits • / (+80,0 DP MAX.) ,, tea:`/�, i' . , .,,:j 4 .,, 4.) WINDOWS WITH GLASS TYPES C, OR G INSTALLED ABOVE SOFT. - -- ; > - -- _ IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. .oz Xn t� t ? < al DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un Equal Lite (1/4-1/2-1/4) +1- Pressures (psf) <FRAME SIZE .'> # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH `' HEIGHT. Anchors Anchors + psf 1 - psf + psf 1 - psf + psf 1 - psf + psf 1 - psf + psf 1 - psf + psf 1 - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 80.0 t0.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • • w It S t N ,, b Y.STRIES. INC. tereFACTURER OF QUALITY 4 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 . 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0_ 75.0 52.0 52.0 65.0 75.0 • 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ...• 74 58 5 7 , - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••• 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 6' • 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •„ 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ... 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••. 79.5 58 5 9 - - 52.0 52.0 . 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0:•' 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z • • 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 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 75.0 52.0 52.0 65.0 75.0 REVISED a ♦�.- ali.iii::::,,..as TPRODUCT with the FlorWa ......Building �_ Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. complying Codc A . .o.0 Acceptomco Na t `.: ` .�' i tti • �T f� -�Y' 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") // //% // //7 // /// . t • krip , ,�, 'it 1_7 ... , ,� 3.- . g CX ti %� 1 Sib_ RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES E, & F) AND +80.0 DP MAX. '%/' .// '7/•' '// '%/' '// an • tlePcAdnctCon ► I t a 1� APPLIED WITH SILICONE l FDR DP ABOVE +70.0 PSFliqg i ' y ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) "A, �' © / (+80.0 DP MAX.)}''''• ow'°ii' •1 ' �,�" . - ; �n , i s w ,'rtltPl 4.) WINDOWS WITH GLASS TYPES C, OR G" INSTALLED ABOVE SOFT. J,n�_ti ° - 1 •� .' iitity r'x IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-Equal Lite . DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/34/3) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 LLUMINUM WINDOWS AND GLASS DOORS + / - Pressures (Ps f) FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH ;I .HEIGHT Anchors Anchors + - + - + + + + psf psf psf psf psf - psf psf - psf psf - psf psf - psf 1? HS -8700 HORIZONTAL ROLLING FLANGE IMPACT 1 ka DESIGN LOAD CHART W1TIi GLASS OPTIONS (X0X UN—EQUAL • Moan*w" ':^°' Number o Member: SASAW:L8700-0901 . . 8 OF 10 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 _ 52.0 65.0 75.0 72 24 3 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 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 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 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 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 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 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: . 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0•... 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0"" 74 58 5 9 - - • 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0'... ""' 74 63 5 9 - - 52.0 52.0_ 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0:::: . nvc.c.�► Maw.. ... .. 'A' - No change this sheet 1 'B' - Revised date far the.FBC-21114 : • • ' 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0• • • •• Ai ', • 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0' 65.0 75.0' . • . , • 1 .11" i' 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • •' • . • • I • 4 : "": 0.600' GLAZING DEPTH 'SILICONE OPTIONS'. DOV CORNING 899 SCHNEE-MOREHEAD 5731 TRENCO SPECTR LAMINATED GLASS COMPOSITION TYPE B ITEM GLASS DESCRIPTION AIL TE DESCRIPTION1 'AMINATE DESCRIPTION 1/8' ANNEALED GLASS 1/8' HEAT-STRENGHTENED GLASS SA 'SOLUTIA' 2 0.090' PLASTIC INTERLAYER air a 3 1/8' ANNEALED GLASS �_'._.._.._. By' OLUTX/KEEPSAFE BY' LAMINATED GLASS COMPOSITION - TYPE D LITH OIAS8 DESCRIPTION DETAIL o DETAIL 'AMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS BUTACITE PVB By. 'DUPONT' 2 2 2 0,090' PLASTIC INTERLAYER 2 asFa :_-, _ f 4) V 0.34M 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE E ITEII GLASS DESCRIPTION DETAIL Ri DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS SAFLEX/KEEPSAfE ByP •SOLUTIA' 2 2 0.090' PLASTIC INTERLAYER ■ © .v4• 2 0.090' PLASTIC INTERLAYER 1/8' ANNEALED GLASS�' •='= = 0 r-1 0310' 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION DETAIL Kj DETAIL LAMINATE DESCRIPIION 1 1/8' ANNEALED GLASS BUTACITE PVB By, 'DUPONT' 2 2 0.090' PLASTIC INTERLAYER ■ © .v4• 2 0.090' PLASTIC INTERLAYER 1/8' ANNEALED GLASS�' -35.323Efi I () 04 0.340' 3 1/8' ANNEALED GLASS 0.600' GLAZINdi DEPTH 'SILICONE OPTIONS'i DOW CORNING 899 SCHNEE-HOREHEAD 5731 TREHCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A 1Tux GLASS DESCRIPTION DETAIL b9 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS _ _ _,_ __ 1 2 2 0.090' PLASTIC INTERLAYER ■ © .v4• SAFLEX PVB 3 1/8' ANNEALED GLASS�' as - _'_• = =' =- 1 By. 'SDLUTIA' 4 I/4' INSULATED AIR SPACE 1/8' ANNEALED GLASS Cs) mr- 5 1/8' ANNEALED GLASS (m) 10 V. ft) aso INSULATED LAMINATED GLASS COMPOSITION TYPE C ITIIM CLASS DESCRIPTIONwj DETAIL IAMINAra DESCRIPTION 1 1/8' ANNEALED GLASS PVB _ _ _,_ __ 1 2 0.090' PLASTIC INTERLAYER ■ © .1/4• PVB 3 1/8' ANNEALED GLASS1 / '-='_ =- = =__ + , mom t By. 'DUPONT' 4 1/4' INSULATED AIR SPACE gW.H13/T51 --:_ 5 1/8' ANNEALED GLASS Cs) 1 0 va 'V 0340' INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION wj DETAIL. LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENEB GLASS PVB _ _ _,_ __ 1 2 0.090' PLASTIC INTERLAYER ® .1/4 ■ 3 1/8' HEAT-STRENGHTENED GLASS F ' - —=: --- -• 1 ',111 NME �+RE-TETA By' 'DUPONT' 4 1/4' INSULATED AIR SPACE HIS! _- 5 1/8' ANNEALED GLASS Ca) 10 K. 0 0340' () WINDOWS WITH GLASS TYPES 'A, C, OR 0' INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE IMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER' PRESSURES OF THE WINDOW OR MULL SHALL GOVERN # 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET /2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE PERIMETER CAULKING PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PIATEO. 2. METAL STRUCTURES: A) STEEL : Fy 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) E 1 METAL STRUCTURE ATTACHMENT DETAIL EXTERIOR FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN i( 1/4' MAX. `# 12 S.D.S. X 1 1/4"irr L. SHIM I I (SEE ELEVATION AT SHEET 02 ..S:..S:INTERIOR "jI FOR MAX. FASTENER SPACING) 1 ii Iy� h WINDOW FRAME NOTE: EXTERIOR HS -8700 FLANGE FRAME WINDOW HILL OF MATERIALS ITEM i1I PART i REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 118 X 3/4' P.H. PHILLIPS 13 FS -040 AS REQD. INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB #3033 15 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS -001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 * 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. • • • 26.1 HC -044-1 2 WEEP FLAP & BAFFLE x ••• 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. • • • 27 HC -040-1 2 SASH ROLLER & HOUSING x •• 28 HC -026-1 1 SCREEN FRAME & MESH ••• x ••• 29 * 1 ATTACHMENT SCREW 8 CLIP 18 X 5/8' S.D.S. • • • 30 HC -058-1 2 VENT SWEEP LATCH • MOLDED NYLON • 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 0., 33 IK 2 LAMINATED GLASS See Details 8 L.H. of sheet 9 34 IK AS REQ'D. GLAZING SILICONE See Details 8 L.H. of sheet 9 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT x 37 * AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED as complying with the Florida Building Code Accepttmco No Eypirtddpn.OD ._ jf By "Yt viiar T Pro id Contt0a% OS. • o 40 w w nek M I co") to G otn �,-. 'O UT eta) 6 6 r z N La = 40 m a. CZ) • 71 •• • • • Y 0 4A W 4 g 48 O 01 I / I0 0. d t:D /3 ... (• ix•••• • 4• • • • ▪ • • • • a ona ce •. •• • • ••• ••• • •• •• • • • •• •. . •••.. • • 't`RAME HEAD FRAME FIXED JAMB SILL TRACK L-8702 0 .093 L-7703 L250 L-7701 0 0 750 .062 I 1.285 2.643 I .844 SILL RETAINING CLIP L-8705 10 .062 I 2.651 I-----1.439 1.466 FRAME SILL L-8701 FRAME VENT JAMB L-8703 0 1 0 --I .754.062 �— JI 2.000 L -», —,062 2.374 2b43 T w 062 VENT SPRING L-75392 21 LATCH - 1.235 r 4 %� l ' c I —. .698 2.655 r I--.750•—1 VENT INTERLOCK L-7705 RAIL FIXED MEETING RAIL L-7704 VENT L-7707 0 TOP/BOTTOM RAIL O.1 -v .062- 0 --.062 2,062 2.285 L375 1 1.1 1. 1.504 �( J .t16P 1.165 --1.075-- VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8830 GLAZING BEAD L-7708 11 O--" 32 n abs .094 8 1 PRODUCT I' eT , �_� w a 1..� , T �' c) 2.000..E..1.% {�� 1450 Na --062 t 1T .0500 1250 as complying with the Florida Building Code a. i cti :::.- 2.794 Acle Inncs No V. p 1:.• ' ogDatc 1 � i•�'Y . ��-els w le d ,. (s �► .773-4 y --.773-o- --- 0.050 f .c1 �' _ �� ..liamtde Prodtt'ct Control--., �tEftttiii ;�4` --L235 '16410' INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET 44) n 5 48' WINDOW FLANGE FRAME WIDTH AMA13X3/. A C O.C.1 6.0MAX.-TYP. 0 ALL CORNERS) 10 1/4' MAX. ABOVE MEETING RAILS cV 6' ING 1 RAIL, 9 7/8' MAX, BELOW MEETING RAILSi, MAX. M x..,O.L.O. Width Z o11// Q a =1143 9/16"11 y 11, I I �f�ii=M: 1✓�.' t, p II O 11r In N / OO11 it 1 I — c — r — - ii T. 11 -Ea . �e 3 Q, ii r0LO _Q, n II O lQ +9c it L1 9 5 EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: 47.000' WINDOW BUCK WIDTH 48" x 78» EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO ,AADS ON SHEET 4 OF 5) INSTALLATION ANCHORS' <A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET 44) 53.125' WINDOW FLANGE FRAME WIDTH 10 15/16' MAX. az. 6' ALL CORNERS METINGAIR L 1 6' MEETING I RAILS 81 MAX. BELOW MEETING RAILS 6' Mox. 1 L.O. Widtfj d 11/16"11 11 v� 4 INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME HEAD CB) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET 44) 53.125' WINDOW FLANGE FRAME WIDTH 13 3/4' ��- MAX. O.C. 6' / 6'(I,(AX.-TYP. 0 ALL CORNERS SERIES -7700 8 52.125' WINDOW BUCK WIDTH UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) 9 3/8' IM BOVE C/ z I RAIL3`- Wj '01•"4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPAC ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL <TYP.) — P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS FRAME HEIGHT EXTERIOR GRADE PERIMETER CAULKING SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS INTERIOR EXTERIOR EXT. GRADE CAULK #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 77777_ Ammisill ' .�. ,t I — LAM MATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR .PT. WOOD BUCKS • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. 4• (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) -6 41113.'� — .‘11"1\./' 1/4: MIN. EMBEDMENT 1 1 1/8' MIN. •: ' EDGE DISTANCE EXT. GRADE CAULK EXTERIOR #14 S,M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) WINDOW FRAME WIDTH 0 EXTERIOR GRADE PERIMETER CAULKING 1/4' MAX. SHIM TYP .s4'r• 4 4. 4 4. ; 4 . 4. . ......-..-"i'› -...1.-*.;* .k • - 4 4, 'fir d.' . !•• 4.. - . -• i ._ • . . 4: 4. A e 4 . EXT. GRADE CAULK 1 BY CR 2 BY WOOD BUCK EXTERIOR GRADE PERIMETER CAULKING WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE BACK—BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY I3 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. EFER ITIES REQUIRED) 'RODUCP RRVISED oonnplytug with the Florida 3uitding Code Acceptance I,to �1J Alan ..de Product Contro • - ••• •- 00 • • 0000 000.10 • 0.00 ••R 00N ••- • .• •• • • -x 1= 1Ift'sIA 0.600' GLAZING DEPTH 'SILICONE OPTIONS't DOW CORNING 899 SCHNEE-MOREHEAD 5731 TRENCO SPECTRUM 2 LAMINATED GLASS COMPOSITIOi1� TYPE 2 £TEMI CLASS DESCRIPTION k) DETAIL R, DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS /KEEPSAFE ByBy' 'SUSOLUTIA' --_.:c: _-a-:: -_.:o:_.r. - :Wan 2 2 0.090' PLASTIC INTERLAYER :._! _ —' •= ---;:- 0r_a 0'340'• - (1 k"4 A34o' 3 I/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 3 ITEM GLASS DESCRIPTION k) DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS SENTRYGLAS PLUS Byi 'DUPONT' • --_.:c: _-a-:: 2 0.090' PLASTIC INTERLAYER 2 0.090' PLASTIC INTERLAYER raT a :_-=-_ :._! _ 3 0r_a 0'340'• - 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 4 ITEM[ GLASS DESCRIPTION A) DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 1/8' HEAT-STRENGHTENED GLASS SAFLEX PVB By, 'SOLUTIA' BUTACITE PVB B„ 'DUPONT' 2 0.090' PLASTIC INTERLAYER 0.090' PLASTIC INTERLAYER I■ © raT a :_-=-_ 31Ifa-_-.: 3 1/8' ANNEALED GLASS ' ' --- . �� IEB aim 0 r1 INV LAMINATED GLASS COMPOSITION - TYPE 5 ITEM GLASS DESCRIPTION ,7 DETAIL K1 DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS SAFLEX PVB By, 'SOLUTIA' ri'➢ BUTACITE PVB BY' 'DUPONT' 2 0.090' PLASTIC INTERLAYER I■ © raT a :_-=-_ 3 1/8' HEAT-STRENGHTENED GLASS I () v_0' 0340' 0.600' GLAZING DEPTH 'SILICONE OPTIONS'/ DOW CORNING 899 SCHNEE-MOREHEAD 5731 TRENCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE 8 pint CLASS DESCRIPTION ,7 DETAIL ti) DRTAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS SAFLEX PVB By, 'SOLUTIA' ri'➢ :-'. -- -.=:.--....7. L 2 0A90' PLASTIC INTERLAYER I■ © .v4• BUTACITE PVB 3 1/8' HEAT-STRENGHTENED GLASS ' ' --- . �� IEB aim --- Bye 'DUPONT' 4 1/4' INSULATED AIR SPACE 0R -»= 5 1/8' ANNEALED GLASS 10 4) 09 13401 - INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ?TEM GLASS DESCRIPTION ti) DRTAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS SAFLEX PVB By, 'SOLUTIA' ri'➢ :-'. -- -.=:.--....7. L 2 0.090' PLASTIC INTERLAYER I■ © d/4' 3 I/O' ANNEALED GLASS ,� '--_ = == =' =-= .1:7111B um 4 1/4' INSULATED AIR SPACE • WAEI aigi - n-. f 0 PI E1 n340' - 5 1/8' ANNEALED GLASS GLAZING DETAILS AND OPTIONS 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 1t1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. - I/4' MAX. SHIN SPACE INTERIOR EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) WEATHERPROOF MOISTURE BARRIE BY OTHERS <TYP. reeeezoismenwiarwr f KiiHEK(4(EitiX44KiiKK(f4( JAMB EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES' TO BE APPLIED BY OTHERS <TYP.) STUCCO OVER NETAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN INTERIOR * 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. V ----- INTERIOR 1/4' MAX. SHIM SEE S.D.S. X 1 1/4" L. ..S='` EE ELEV. FOR SPACING SEE MULLION APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. PERIMETER SEALANT NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN EXTERIOR WINDOW FRAME Ei ••I •• •• • NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") B) ALUMINUM : 8063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL PRODUCT REVISED as complying with the Florida Building Code Acceptance No cif] U z H • •• • 1 ••• • N,/•••••• . tn PE Ei 4 i CO •• •• •. •i• • • • • ••e • R ••a i• 1 •a• ; • • 8 .. •, • . • • • ••• •• • • •1 1••1 ••• to • • z 0 0) 0 1 0 0a 1 1 M • •• N • • • • • t••• • i•••,• OOOOO• 1 CO ;OW • • ..•. DESIGN LOAD CAPACITY(PSF) -VIEW WINDOWS W/ 3H VENTS SERIES -7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOW • •• DESIGN PRESSURE CHARTS. & CONFIGURATION OPTIONS • • DESIGN LOAD CAPACITY (PSF)- EQUAL LITE WINDOWS # + / - Pressures (psf)-+ /.Pressures (psfi) WINDOE Jam b Glass Type Glass Type Glass Type D• J: b class Type G Type Glass Type Glass Type Glass Type Glass Type WIDTHass H I G H T A n c hors 4 5 6 \\` \..\\,WIDTHcho ` 2 3 4 5 6 7 19.125 50.625 60.0 80.0 80.0 KIM 26 , . 80.0 60.0 80.0 80.0 80.0 od + 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 60.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 6 42. 50.625 60.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 60.0 80.0 80.0 48 28 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 60.0 80.0 80.0 �j\� przpvim�� 8 80.0 60.0 80.0 80.0 80.0 19.125 59 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 26.5 59 60.0 80.0 80.0 8501 ,l'N MEDLE INC.) PH Ne QUALITY ALUMINUM WINDO a oj 0 r- 80.0 60.0 80.0 80.0 80.0 37 59 6 60.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 42 59 60.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 59 60.0 80.0 80.0 ,`I 48 38.375 80.0 80+ • + + : + + : + + 80.0 53.125 59 60.0 80.0 80.0 • //•/ 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 63 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 :+ + 60.0 80.0 80.0 80.0 37 63 26.5 50.625 80.0 .++ :++ •++ :++ 80.0 60.0 80.0 80.0 4 2 6 3 6 60.0 8 0.0 8 0.0 ♦ • 37 50.625 80.0 80.0 • + + 80.0 + 80.0 48 63 60.0 80.0 80.0/�/ 42 50.625 80.0 80.0 60.0 :+ + 80.0 80.0 53.125 63 60.0 80.0 80.0 48 50.625 80.0 : + ' 60.0 :+ + : + + 80.0 19.125 74.25 60.0 80.0 80.0 53.125 50.62580.0 :++ •++ :0+ :++ 80.0 - :' 26.5 74.25 8 60.0 80.0 80.0 19.125 9 80.0 80.0 •+ + 80.0 :+ + 80.0 37 74.25 50.0 80.0 80.0 26.5 59 80.0 0. •++ :++ :++ 80.0 42 74.25 60.0 80:0 80.0 37 59 • 80.0 80.0 60.0 80.0 80.0 80.0 19.125 78 60.0 80.0 80.0 59 80.0 :++ :++ :++ :++ 80.0 28.5 78 8 60.0 80.4 80.0 �% i%� 48 59 80.0 80.0 80.0 37 78 60.0 80.0 80.0 �� 80.0 80.0 80.0 42 78 59.0 79.0 79.0 80.0 :+t .++ :++ :++ 80.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS �.- 26.5 63 80.0 :+ + 60.0 :+ + :+ o B0.0 # + / - Pressures (psl) i j/ 37 63 80.0 : + + • + + : + + : + + 80.0 WINDOW Jamb Glass Type - Glass type Glass Type -•/ 42 63 80.0 :+ •+ + 80.0 80.0 80.0 • IR•vt,N • . • • • • wn u • A. Revised to egoply vy/. RO10 IBC* • R • ; ', •, •• •• • . a •I•• • „_411•• g. • ` - - .- 48 63 80.0 :+ + 80.0 WIDTH HEIGHT Anchors 4 5 6 �� so.o :+ + eo.a • 19.125 59 60.0 80.0 80.0 80.0 80.0 60.0 :+ 80.0 80.0 26.5 59 60.0 80.0 80.0 _ 26.5 74.25 80.0 80.0 : + + 80.0 :s + 80.0 37 59 6 60.0 80.0 80.0 f� i%. 37 74.25 80.0 : + + 80.0 a E ••' • • • • • •' • ' z 4 • 11••• ti ` ti z •''� 42 59 60.0 80.0 80.0• 42 74.25 80.0 80.0 - - - 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 ®� 74.0 77.0 - - - 80.0 53.125 59 60.0 80.0 80.0 19.125 63 60.0 80.0 80.0 /-, ; 80.0 80.0 60.0 80.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 � % ! . ; 37 78 8 80.0 80.0 - - - 80.0 37 63 6 60.0 80.0 80.0 42 78 79.0 79.0 - - - " 79.0 42 63 60.0 80.0 80.0 48 78 71.0 71.0 - - - 71.0 48 63 60.0 80.0 80.0 APPROVED tot*E!Mt ,1 k..�` ,...•...;- �3' t �� , 4-4, 4? '�• �,, f �,o ° . c� •... .y) E Z : ' _ :: � ^' RM • y 4- '.-�sf'v/ '.--- _'_ "'re t'r ' • •8`+ ttt`�.ta +:�i;� � 53.125 63 60.0 80.0 80.0 CONFIGURATIONS 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE --- -- -- -� !- %�� /..Z,,,%�) ��• % ��\� ,�•• a RODUCT RRVISBD �s complying with the Florida p�=-'•.• HGl, 8 A ; 26.5 74.25 60.0 80.0 80.0 37 74.25 8 60.0 80.0 80.0I 42 74.25 60.0 80.0 80.0 _ _ _ 3uildiug Code �. ,; 53.125 74.25 60.0 80.0 80.0 ��'j i/.lt; / , /��' I /. / � /��' i%ll: / �� \ :U�� ccc hates No u � In A' ..v . �)- ©� � � o 0° k 19.125 78 60.0 80.0 80.0 26.5 78 8 60.0 80.0 80.0 1 Alam! Dade Product Cont�rot`�. a Q. 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL LITE FRAME HEAD L-7701 O FIXED MEETING RAIL L-7704 ( 6063-76 ALUMINUM! ) FRAME SILL L-7702 O( 6083-76 ALWRlUY ) f.441 i .062-' -....111-.—.050 2.437 .500 2.713 FRAME JAMB L-7703 ( 6063-76 ALUMI1uf I2501 a643 .500 --.781--- VENT INTERLOCK RAIL L-7705 O( 6063-T6 ALUMINUM ) .062 `ts 2.062 VENT BOTTOM RAIL L-7706 O( 6083-T6 ALUMINUM ) VENT JAMB RAIL L -?707 ! ' , ( 6063-T6 ALUMINUM ) 1J65 VENT SPRING LATCH L-7539 GLAZING BEAD L-7708 ( 6083-16 ALUMINUM ) .050 .391 t —.773---) GLAZING BEAD L-7711 16 ( 8083-76 ALUMINUM ) GLAZING BEAD L-4204 ( 6063-76 ALUMINUM .808 .466 Le - FRAME TOP CORNER FRAME JAM@ FRAME S L O FRAME BOTTOM CORNER VENT TOP CORNER VENT TOP RAIL VFNT BOTTOM RAIZ VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING <TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063--T5 ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS -040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA, BULB #3033 12 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP ,187'x.310' 15 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM •17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L--7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 * AS REQD. GLAZING SILICONE SEE GLAZING @ SHT. 3 4 • 24 NE 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 3K 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 IN x IN �t 31 SM -5504 AS REQ'D. JOINT SEALANT SM -5504 32 3K - AS REQ'D. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL PRODUCT RIIVISBD as complying Pknida Building Code ..jj &ccpimico No n Aale 00 �o(O M M I co N•4 coo o01 1f1 .. o LS 0 0 ct cof) •. •• 44, 404 .•••4101 1 �} •• ••v •• I•� • d •• 1a 1 • N 8 S cd • Col to (2. 0 ti •� •• • • •••• •• • • •• • •• • . 1 0 a) 0 0 1� 1 0 . • •• • ••• ••• • • • 4* 1 • • • 0 1••41 1 0 de Product Control • • • • dir/leCaeXit(;& HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'41" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN (C-1) SMOKE DENSITY ASTM 02843 53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 • SINGLE DOOR UNIT / DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 00 110 SINGLE DOOR UNIT WITH SIDELJTE 20.5" MAX D.L.O. --- MAX. FRAME HEIGHT 81.875" 149" MAX. OVERALL FRAME WIDTH 36.375" MAX. PANEL WIDTH W/ASTRAGAL r. 37.5" MAX. FRAME WIDTH • r ♦ • ,. • i • B 0 • ♦ 1 • • SINGLE DOOR UK(' W1TH SIDELITE DOUBLE DOOR UNIT W/SIDELITE$ 0 00, 011 SINGLE D00$ UNIT W/SIDELiTE$ . Addendum b NAW Wham N190 5,39 Wood By Dale West Sizif • • • • • •. • .••• • • •••• • • •. .• • • . • • • • • O❑ 00 110 DOUBLE DOOR UNIT W/SIDELITE$ * High Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. #56533 cc 00 U O i0 Occo �J oU z U O (3) y1 --V) a N A ids • aL•••. • • • a. co 1- 1- Z W J 0 (Ind U' Z_ 2 CO 0 N co 1 0 W 0 0 0 O Z • •• DATE: 2/11/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FL0120-05 SHEET 1 0, 3 DESIGN PRESSURE..ATING WHERE WATER INFILTRATION PEAtORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE MAX WIDTH INSWING OUTSWI N INSWING OUTSWING OUTSWING* CXFl 37.5" +70.0 / -70.0 - 0 19.0 / -19.0 +70.0 / -70.0 +70.0 / -70.0 74" +50.5 / -50.5 +55.0 -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 OX or XO 75" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.01 -50.5 OXO 112.5" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 .+40.0 / -40.0 +55.0 / -50.5 OXXO 149" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 * High Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. #56533 cc 00 U O i0 Occo �J oU z U O (3) y1 --V) a N A ids • aL•••. • • • a. co 1- 1- Z W J 0 (Ind U' Z_ 2 CO 0 N co 1 0 W 0 0 0 O Z • •• DATE: 2/11/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FL0120-05 SHEET 1 0, 3 • -w+ 3"� SEE DETAIL "C" t• • 6" -- 3" SEE DETAIL "E" �"- 3" 3" 3", 3" 6"-- 3" ti 3' 3 SEE DETAIL 3" — 6" #°10x2" #10 x 5/8" #10 x 5/8" #10 x 2' #10 x 1" #10 x 1" DETAIL "C" TYP. 1.37 0.9621 5T T INSWING THRESHOLD OUTSWING THRESHOLD 1 1.75" 1 W a SEE DETAIL U) "D" 3 w 0 2 8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. • Addendum toNAMI Balm m NxooS Review No.:. 93p 0919 Revlewee Wag T HIGH DAM 0/5 THRESHOLD 0.124' ANNEALED 0.090' SAFLEX IIIG 0.124" ANNEALED ALUMINUM OR BUM SPACER DOW 832 OR EQUAL - ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124' TEMP. .EICIERVB JMIE6l0R TYPICAL GLAZING DETAIL IMPACT RATED GLASS #6 X 1-1/2' PHS DOW 832 OR EQUAL . 3 •• V) z 6 N W z_ cn . •... CS W• 2 • a • 2 A >- v a In 0-' O Ii CO 0 N u) 0 N 0 1.2 00 W 0 z U) z 0 fn DATE: 2/11/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG—MA—FL0120-05 SHEET 2 OF 3 -J 6" —6" " 6 3" 0 GWVnlLI JiI1NG✓ D 6" -.- . 6- — --- 6" 3- — 6"1 o I� Ir6" II 3" 6"-- 3" ti 3' 3 SEE DETAIL 3" — 6" #°10x2" #10 x 5/8" #10 x 5/8" #10 x 2' #10 x 1" #10 x 1" DETAIL "C" TYP. 1.37 0.9621 5T T INSWING THRESHOLD OUTSWING THRESHOLD 1 1.75" 1 W a SEE DETAIL U) "D" 3 w 0 2 8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. • Addendum toNAMI Balm m NxooS Review No.:. 93p 0919 Revlewee Wag T HIGH DAM 0/5 THRESHOLD 0.124' ANNEALED 0.090' SAFLEX IIIG 0.124" ANNEALED ALUMINUM OR BUM SPACER DOW 832 OR EQUAL - ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124' TEMP. .EICIERVB JMIE6l0R TYPICAL GLAZING DETAIL IMPACT RATED GLASS #6 X 1-1/2' PHS DOW 832 OR EQUAL . 3 •• V) z 6 N W z_ cn . •... CS W• 2 • a • 2 A >- v a In 0-' O Ii CO 0 N u) 0 N 0 1.2 00 W 0 z U) z 0 fn DATE: 2/11/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG—MA—FL0120-05 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 Addeidii b NAM tip.:. IVsoopp p Diets Reviewed: Vag j SEE SEE DETAIL "E" SHT. 2 3" I-- 6" 6" ---•I r 6" 6" --- 3" SEE DETAIL "F" SHT. 2 3" --- — 6" 3" 6" 6" -- I ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE D FERENT FASTENERS BEING C RESHOLD FASTENERS ANALYZED FOR T. UDE 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL L PLACED IN SHIM S A CH ANCHOR E MIN 2-1 WOOD SCREW EDGE DISTANCE MIN 3l 2 /: THE THE WOOD " INGLE SHEAR DESIGN VALUES COME FRO! 1.50" 1 ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN I OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1 4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 1.25" MIN =f CO . 0 a SEE DETAIL ' "D" SHT. 2, - J d a La 0 2 3" 0 1) N 1 3" TYPICAL MASONRY ANCHOR INSTALLATION 6 ..ti 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. CL --I 1 •l HARDWARE SCHEDULE • •• • • . • . • . •• 2 •. • • •• • 1. 6" — 3" .._ SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED — -- ..... _. AT 5-1/2" CENTERLINE. _. -- 6" 3" I I t II I 4 MORE EQUALLY SPACED 6" �v 6" • • • =� • _1 • =•1 I II 0 r 0 11 II��11 1 1 L 3»6�. 6" r•-- ..._ 6" _" _,_ _. I • 3" I" 3" • ..... 6" •• HARDWARE SCHEDULE • •• • • . • . • . •• 2 •. • • •• • 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. MAX" SHIM 1"X1/2" CORRUGATED 3" FROM EACH END AND 7 OC #10X2" WOOD SCREW 6" FROM E/ICH END AND 12 OC ALATEXC CAULK ALATEX CAULK CL (2) WOOD SCREWS EACH END r TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) • • •• w a a Q w 0 a 3 r 1 z J 0 rn w z s 3 U) 3 rn w U 0 0 L. c0 0 t N ao N I) w 0 0 co z 0 z 0) z 0 a DATE: 2/11/05 SCALE: N.T.S. DWG- Y: SWS CHK. BY: DRAWING NO.: DWG—MA—FLO120-05 SHEET 3 or 3 (INDUSTRIES. IANC.) ANCH RO ST (A) 3 AT FRAME SILL O (C) 3 AT FRAME SILL (D) 5 AT EA, FRAME JAM • t EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: v ........... 30 1/8"_. / / /- to M Mox 01.0./eith / // / , ! i 1 30 5/8" 4 %,o -.`1' > o o II,, \'-yi \• pii) II i/ • • • - C N N 16 250 --1-16.250 0 U 0 -J a W Y cc Y -0JJ 3 0 Z 3 ANCHORS' (A) 6 AT FRAME HEAD <C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 <FRAME SILL TYPICAL) 6" 6" 1 25. O.C. (MAX.) 37' WINDOW FRAME WIDTH "X" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) So (TYPICAL aiku (•) j' OD 6" I( —14" (ltAx.L, 4+ , 74' , 25" 0.C. WINDOW FRAME WIDTH "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 8 OF 7) 1- Z t7 W T a :O m 8 ANCHORS' (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL CD) 4 AT EA. FRAME JAMB' ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) iL.. 11 ! i 1 30 5/8" 4 ---lifax:-.11f0). Vii,c1f.) right i! /iI // ,- C / \ 11 — Lock Keeper •! -i- C) COOkette mid—span. ;:j �f�,1r o 5 =�s CY M 2 � --.:: —.. - / j/// L: / • -1 y i 11 --------_ li _ ve \ • i� I I . % (TYPICAL aiku (•) j' OD 6" I( —14" (ltAx.L, 4+ , 74' , 25" 0.C. WINDOW FRAME WIDTH "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 8 OF 7) 1- Z t7 W T a :O m 8 ANCHORS' (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL CD) 4 AT EA. FRAME JAMB' ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) fixed Bracket 6" '( at 8" from end. (Typ. at all Fixed Lite Comers) I Ijl t'--47. 4" 4" 74' 25" 0 tS O •••• • WINDOW FRAME WIDTH "XX" ELEVATION • ext.• & INT.•FALSE COLONIAL ••• (LIMITED TO WADS ON SHEET 6 OF 7) • • Vitra CAORNEf ..AERDE W/ • • ••AVAILABLE AS•OPTKONAL. ••• •• • • ••• e •• • • • • • SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HI VELOCITY HURRICANE ZON D ASTM 1300-98. THIS PRODUCT DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER 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 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5:) SEE SHEET //3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET //5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /j2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 23282 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET / 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHE DOW FRAME AND THE BUCK OR NRY IS LESS THAN 1/8", SHIMS A " EQUIRED. ANCHORS NOTE; ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS Or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ••• •• • • • • • • •• • PRODUCT R1AVISED as complying with du; Florida Building Codc Accepl!+nco No • • • • •••• • • • 00 • >�+ �..�cF`'L�sc,--rte 1�119rnibad)Pro dU i Con o • • • • 0.. J. ROTOR., PROFS SI r' ENGIN$SR., :•. FL 1."65225 :':,.' Comply w/ 2010 FSC C. Revised to Comply w/ 2014 FBC Drown Dy: N. ERAZO DATE__ R.vte.d By: Revteton Leve: N. RRAZO C 7 D•1. Drawn: 07/27/06 Date Revised: 08/26/14 Seale: LA WSON Draw Class: NOA 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 698-8680 M4NUPACTURBR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS Port Maur ASSEMBLY Prod Category: WINDOW Serles/Mode: 3200 Item R.Jewne. LCNOA 08-01 Revt•ton 1: Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) Produst Ry trues Mnntsrr CASEMENT3200-08N0A-01 PlowingA^umder ISneet: L3200-0801 1 OF 7 \ IN 5/8" ! "°--TIox -[3:1.0. V)/ �tfr right i! /iI // ,- C / \ .{ it Keeper 1_,_,_7o-�- 4 i CI . Cllr .. ...J1_/// / // ///. ...U. / / +' Mox. Witt D.L. b. E ;i\ / _ ve fixed Bracket 6" '( at 8" from end. (Typ. at all Fixed Lite Comers) I Ijl t'--47. 4" 4" 74' 25" 0 tS O •••• • WINDOW FRAME WIDTH "XX" ELEVATION • ext.• & INT.•FALSE COLONIAL ••• (LIMITED TO WADS ON SHEET 6 OF 7) • • Vitra CAORNEf ..AERDE W/ • • ••AVAILABLE AS•OPTKONAL. ••• •• • • ••• e •• • • • • • SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HI VELOCITY HURRICANE ZON D ASTM 1300-98. THIS PRODUCT DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER 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 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5:) SEE SHEET //3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET //5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /j2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 23282 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET / 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHE DOW FRAME AND THE BUCK OR NRY IS LESS THAN 1/8", SHIMS A " EQUIRED. ANCHORS NOTE; ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS Or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ••• •• • • • • • • •• • PRODUCT R1AVISED as complying with du; Florida Building Codc Accepl!+nco No • • • • •••• • • • 00 • >�+ �..�cF`'L�sc,--rte 1�119rnibad)Pro dU i Con o • • • • 0.. J. ROTOR., PROFS SI r' ENGIN$SR., :•. FL 1."65225 :':,.' Comply w/ 2010 FSC C. Revised to Comply w/ 2014 FBC Drown Dy: N. ERAZO DATE__ R.vte.d By: Revteton Leve: N. RRAZO C 7 D•1. Drawn: 07/27/06 Date Revised: 08/26/14 Seale: LA WSON Draw Class: NOA 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 698-8680 M4NUPACTURBR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS Port Maur ASSEMBLY Prod Category: WINDOW Serles/Mode: 3200 Item R.Jewne. LCNOA 08-01 Revt•ton 1: Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) Produst Ry trues Mnntsrr CASEMENT3200-08N0A-01 PlowingA^umder ISneet: L3200-0801 1 OF 7 (1N7ci'LrST'TR. I S. INC. ) 1/4' TAPCONS W/ 1 1/4' MIN. CONC. EMBEDMENT STUCCO (BY OTHERS) x 4 te. J -J 4W 1 O 1 5/32' EDGE 1ST PERIM. CAULKING BY OTHERS (TYP.) ENT HEIGHT 17110.. 10.341 or.7.1..m 0 ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP., i EXTERIO } 4 ®0 0 INTERIOR 'fos GLASS 1 r 1 EXT. GRADE PERIM, CAULKING (TYP.) STUCCO (BY OTHERS) e #. su' - i. 4 • 4 2 3/4' EDGE DIST 44 FETAL LATH & STUCCO (BY OTHERS) 1/4' MAX. SHIM SPACE 1 5/32' D 14 S,M.S, or WD, SCREW W/ 1 1/4' MIN. WOOD EMBED EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP,) EXTERIOR STUCCO (BY OTHERS) 2X WOOD BUCK (TYP) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) INTERIOR 00 11= -ter 45) /4' MAX. EXT. GRADE " PERIM. CAULKING• (TYP.) ' :: it 1 1/4' (MIN. EMBED.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) METAL LATH, STUCCO 's('". AND EXTERIOR GRADE 1.-411-`1 SHEATHING <BY OTHERS) PRODUCT REVISED os calnptylop, with 11V31V1oiWa mild ce.ptolitO .0 II )1110 log Code 0110 /f Q(;) ii bath: P,o h ct Control 13y .11 1 5/32' ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) 1/4' MAX. SHIM SPACE EXTERIOR INTERIOR 2X WOOD BUCK ANCHORED TO CONC. TO BE P,T. (TYP.) 0.00 • • • • 0000 • •• • •• • • •• • • • •••• • • •••• • • • • •••• • • 4000 • • • • • •• •. •• • • •• • • • • • •• • • •. •• • 0000 • •• •• • 2X WOOD BUCK (TYP.) EXT. GRADE PERIM. CAULKING (TYP.) 1X or 2X P.T, WD. BUCK 1 11/4' (MIN. EMBED.) ••.. ,• • ••••i • • • ••••i • • • ••••4 • • •0004 •: • • • 1/4' MAX. [SHIM SPACE 2 3/4' EDGE DISTANCE • THO . '1:SOT.OS PROFESS ' ;ENGINEER • DATE--= • -- Reukton Notes: A. Revised to Comply w/ 2010 MC B. Renewal and Revision to sheet 5 & 8 of 7 C. Revised to Comply w/ 2014 FDC LAWSON Draw Clam NOA 8501 N.W. 90 ST. MEDLEY, FLORIDA 33168 PH No. (305) 698-8680 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Part Claw ASSEMBLY Prod Category: WINDOW Sertee/Mode& 3200 Item Reference rs LCNOA 08-01 Revision I: Ry. N. ERAZO Dab Drmoru 07/27/08 Revfud By N. ERAZO Date Revised: 08/26/14 Series: 3200 Outswing Impact Casement Window VERTICAL CROSS—SECTIONS, DETAILS & NOTES Revleton Lovett C Scale: Produef Rejenna Number: Drou,tnp Xum4err ShuttSh CASEMENT3200-08N0A-01 L3200-0801 2 OF 7 (IND TJSTRIES. INC. ) PERIMETER CAULKING ® 0 /GLASS OVERALL FRAME WIDTH 0 18 FIXED VENT STUCCO (BY OTHERS) w e ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) 0 OVERALL FRAME WIDTH • EXTERIOR 41) OVERALL VENT WIDTH DAYLIGHT WIDTH r INTERIOR GLASS CD r+,+ e m • 11 15 0 STUCCO <BY OTHERS) OPERABLE VENT 51 OD !ilI7111M1111/1W NI1al/11R;1Ulill. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD SUCK NOT BY LAWSON IND. PERIMETER CAULKING OVERALL VENT WIDTH DAYLIGHT WIDTH EXTERIOR GLASS -0U111111MO\\11'at11U11tM Ul:' TAPCON (MIN. EM = ED.) •v OPERABLE VENT (11,1uu' A75iiilli1/llI/U111IHN INTERIOR tie HAX. SHIM SPACE * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS - . MS ARE NOT REQUIRED. NCHORS NOTE: ANCHORS TO BE 1112 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED MUST SUSTAIN IMPOSED LOADS 1/4' NAx, SHIN SPACE (13 • • 1/4'4 4 TAPCON 1 1/4" (MN. EMBED.) 1. • PERIMETER CAULKING CD EXTERIOR ® 0 Cs GLASS It . inzsmiLAu �tt•�csl INTERIOR ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL <TYP.) 0000 • • • • 000. 0...40 • • . .. . • 410 • .• 0.410 • • • •..• • • • • • • •••• • • • . • 41.41 • • •• • .•• .• •• • •• •• • • • • • • • • • •• • •• • •••• • • • • • •• • PRODUCT REVISED DS complying with Use Florida Building Code ACCeptlnco No v1ioml 0•40Ve20 7 ado Product Contso1. DATE Pad' , 652-. 26 :i.. R.utston Molex A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 & 6 of 7 C. Revised to Comply w/ 2014 FBC LAWSON 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Clan: Part Cla•s: Prod Cat.yerµ Seri../Alod.L• /ten Reference /: Revision NOA ASSEMBLY NAN00W 3200 LCNOA 08-01 Drown By: N. ERAZO Date Drawn 07/27/08 Reuteed By: N. ERAZO Date Revtsed, 08/26/14 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS—SECTIONS, DETAILS Sc NOTES Revision Levet C Seale: Product Referene• Number: CASEMENT3200-08N0A-01 Drautnp Numb.r: L3200-0801 Sheet 8 OF 7 EXT. GRADE BACK BEDDING TO BE_ APPLIED BEHIND WINDOW FLANGE BY INSTALLER <TYP.) FACE CAULK BY OTHERS (TYP,) • LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 L-3001 LII -118 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1-3002 UI -115 1 X HANDLE LOCKING HANDLE BACK PLATE * 42 1-3002 LII -115 1 X VENT 5/16" INSECT SCREEN — OPTIONAL ALUMINUM FRAME 43 r. --..—.... 1-3002 LII -115 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 5 L--3004 UI -119 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS -45- L-3004 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT * 46 L-3004 UI -119 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 L11--164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063—T5 ALUMINUM (3" L.) 48 L-3009 Lit -159 AS REQD. GLAZING BEAD — 7/16" 6063—T5 ALUMINUM 49 LII -111 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 50 FIXED LITE MOUNTING BRACKET 8 X POST IN—POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 51 AS REQD. DC -899 AS REQD. GLAZING SEALANT — SILICONE * WINDOW FRAME EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS <TYP.) STUCCO OR EXTERIOR FINISH BY OTHERS <TYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE, CONCRETE OR P.T. WOOD BY OTHERS <TYP.) 1/4' MAX. SHIN -`-'' y• . 1 I/4" (MIN. EMBED.) 2X WOOD BUCK <TYP.) WINDOW FLANGE BY INSTALLER (TYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL CTYP,) # 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED •0ulilll/lllll//UllllH mmib 1111 Aar I • ; P _X\ X15..• EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND EXTERIOR GRADE PERIMETER CAULKING BY OTHERS <TYP,) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) WOOD FRAME INSTALLATION DETAIL pitt, NOTE: SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR MULLION SHALL GOVERN. -Inthf!IInnniq # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING PERIMETER WINDOW FRAME EDGE SEALANT DISTANCE ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL PRODUCT REVISED as complying with tiro Florida Building Coda Acccpioiico No Exni 'on Jato B5'... \4fart MOD ri6tit+etCont,oi DATE 06.2 ?o> PRO :. s 'E I IINM's 115225`, -:sj 9,„ �c^r•�., r • • x LAWSON SERIES: 3200 CASEMENT WINDOW -- BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 1 L-3001 LII -118 1 FRAME HEAD 6063—T6 ALUMINUM 2 1-3002 UI -115 1 FRAME SILL 6063—T6 ALUMINUM 3 1-3002 LII -115 2 FRAME JAMB—HINGE SIDE 6063—T6 ALUMINUM 4 1-3002 LII -115 2 FRAME JAMB—LATCH SIDE 6063—T6 ALUMINUM 5 L--3004 UI -119 2 VENT TOP RAIL 6063—T6 ALUMINUM 6 L-3004 LII --119 2 VENT BOTTOM RAIL 6063—T6 ALUMINUM 7 L-3004 UI -119 2 VENT SIDE RAIL—HINGE SIDE 6063—T6 ALUMINUM 8 L-3004 111-119 2 VENT SIDE RAIL—LATCH SIDE 6063—T6 ALUMINUM 9 L-3003 LII -116 AS REQ'D. IN—POST 6063—T6 ALUMINUM 10L-3006 11 LII -111 1 X ANCHOR ' AS REQ'D. FRAME SILL ANCHOR CLIP 6063—T6 ALUMINUM (3" l 17-731M-4UI-113 FIXED LITE MOUNTING BRACKET 6063—T6 ALUMINUM (3" L.) 12 L-3010 LI1-7708 AS REQD. GLAZING BEAD — 5/16" 6063—T5 ALUMINUM 13 L-7531 L-7531 AS REQD. GLAZING BEAD BULB VINYL PVC VINYL 14 SM -5731 AS READ. GLAZING SEALANT — SILICONE * 15 L-3012 LI -110 AS REQD. WEATHERSTRIPPING — FRAME/VENT PVC VINYL 16 L-3011 LII -133 AS REQ'D. GLAZING BEAD 11/16" IAM./INSUL. 6063—T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME * 18 L-3013 8 CORNER KEY PER VENT * 19 L-3013 4 X POST CORNER KEY PER IN—POST * •••. 20 8 FRAME ASSEMBLY SCREWS : iit0 X 1" PH• SMS ' 21 8 VENT ASSEMBLY SCREWS • • • , jig X 1 .144" . PH SMS . • e 22 2 X VENT 4 BAR 90' HINGES — STD. & H.D.• e1 •. • • e 23 2 X VENT 4 BAR 45' HINGES -- STD. & H.Q.."1•. e 24 AS REQD. HINGE MOUNTING SCREWS . .. ,#19 X 173" Q H./PHIL_ ::: C ., 25 1 X VENT VENT OPERATOR — DUAL or SINGLE '•." .... : 26 4/ OPER. OPERATOR MOUNTING SCREWS :'•11Q X 3/4"4F.H./PHIL. SDS 27 1/ OPER. STAINLESS STEEL "C" TRACK • • • • * ` 28 2/ TRACK TRACK MOUNTING SCREWS ".4 7,8: X 1/2:.F..M./PHIL: SUS•: 29 1/ OPERATOR STUD BRACKET CONNECTOR * ••• • 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.N./PHIL. SOS 31 1/ VENT LOCKING HANDLE * 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS 33 1/ VENT LOCKING MULTI—POINT BAR * 34 1 X LOCK POINT TIE BAR NYLON GUIDES * 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. B 36 1/ LOCK KEEPER (ST. STEEL) * 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 4 SNUBBER 6063—T5 ALUMINUM 39 2/ SNUBBER SNUBBER INSTALLATION SCREWS #8 X 1/2" PH SMS Revteton Notm A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to shut 5 & 8 of 7 C. Revised to Comply w/ 2014 FBC LAWSON (INDtJ TRIES, INC.) 8501 N.W. 90 ST. M£OLEY, FLORIDA 33166 PH No. (305) 696-8660 MANUPACTURBR OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Class: NOA Part Ctaee: Prod Category: ASSEMBLY WINDOW Sort/re/Model: 3200 item Refers:we D: IR*vta sn /: LCNOA 08-01 Dream Dy: N. ERAZO Data Drawn: 07/27/08 Revtasd Dy: N. BRA20 Date Revised: 08/28/14 Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS Revteton Litt: C Seale: Product R.Jerenee Number. CASEMENT3200-08N0A-01 Drawing Number: L3200-0801 Sheet: 4 OF 7 , 5/18" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION 1 1/8' HEAT--STRENGHTENED GLASS 1 1/8' ANNEALED GLASS 2 2 0.090' PVB INTERLAYER Butacite PVB by DUPONT or Saflex PVB by Eastman Chemical Co. A - - -==== J _.___.._.. �•`_-.._------- 0340• 3 1/8' ANNEALED GLASS 5/18" LAMINATED GLASS COMPOSITION - TYPE "B" 1TE11 DESCRIPTION DETAIL 1 1/8' HEAT--STRENGHTENED GLASS EL'Si__ __ ._ 2 0A90' PVB INTERLAYER Saflex PVB by Eastman Chemkal Co. a +=' iti A. - - -==== J 10 0.340' 3 1/8' HEAT-STRENGHTENED GLASS 5/18" LAMINATED GLASS COMPOSITION - TYPE "Cu ITEM DESCRIPTION DETAIL DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGloss Interlayer by DuPont -- _ - --_ - • ..7...=.,== h� III .1/4 A. 1/8' ANNEALED GLASS°' csi -. "- 0240' 1r,===......_;:. 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 1/8' HEAT-STRENGHTEN£D GLASS 7/18" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION DETAIL { DETAIL 1 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER_ Saflex PVB by Eastman Chemical Co. .......... h� III .1/4 .0.u' 1/8' ANNEALED GLASS°' csi -. "- 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 4 T -4E18114? -- 1 0.340• 0.467- 1/8' ANNEALED GLASS 3 3/16' ANNEALED GLASS 11/18" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER_ Saflex PVB by Eastman Chemical Co. h� III .1/4 3 1/8' ANNEALED GLASS°' csi -. "- ` w- 111111110104 I 4 1/4' INSULATED AIR SPACE -4E18114? -- 1 0.340• 5 1/8' ANNEALED GLASS LAMINATED GLASS TYPES 9/16 GLA ING :ITE 5/18" Laminated 9/16 GLA ING ;ITE 7/18" Laminated 9/16 GLA ING :ITE 11/18" Laminated/Insulated GLAZING OPTION DETAILS Fiange..FrameWindow Glazed 3200 Impact Casement Window Glass Type "A" Glass Type "B" Glass Type "C" Glass Type "D" Glass Type "E' Confguration: "X" 5116" Annealed Gass 5116" RS. Gass - PVB 5116" H.S. Glass -SGP 7/16" Annealed Gass 11116" Annealed pass COMMODITY SIZES Size Code Width Height Anchors (In) (in) Head!Sill Jamb DP(+) Psf DP(-) Psf DP(+) Psf DP(-) psf DP(+) Psf DP(-) Psf DP(+) psf DP(-) Psf DP(+) psf DP(-) Psf 12 19.125 26 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H33 26.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 no 1134 26.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H35 26.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H36 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 22 37 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 0) W 0, ca 2 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2030 24 36 2 3 • 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 • 73.9 •.73.1.0 7..0.0 - 73.0 TH. • .70.Q. 73.0 . • -H 73.0 •• 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 .• 78°, 73.11 • 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 .•739 70.6 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 . • / 3'1& .TO.�.. 76_0 - 73.0 2650 30 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 ▪ 70.0 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 ..73.0 • •.. . TQ.0 7�Q.. 13.0-- 2820 32 • 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 .. 7 Q • 73.4 70.0 73.0•• •70.0 mac.. 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 : 7.30 • 70.0 73.0 • 2850 32 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 "73.0 . 707U . 73.0 2860 32 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 7b.0 73.0 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3040 ' 36 48 4 59.0 9.0 59.0 7a o 70.0 70.0 82.0 82.0 82.0 70.0 70.0 70.0 82.0 82.0 82.0 70.0 70.0 70.0 73.0 73.0 73.0 70.0 70.0 70.0 73.0 73.0 73.0 3060 36 72 3 5 59.0 59.0 70.0 82.0 Review; Notes: A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 of 7 C. Revised to Comply w/ 2014 FBC PRODUCT REVISED as complying with Ihe Florida Building Code Acceptance No By -0 164 LAWSON 201.7 MANUFACTURBR OF QUATJTY ALUMINUM FIND 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 OFS AND GLASS DOORS Draw Clam NOA Part Claw ASSEMBLY Prod Category: WINDOW 3200 Nos Roftronto LCNOA 08-01 Rooteton g: Drawn au: N. ERAZO Daft Drawn/ 07/27/08 Itcytitd Ey: N. ERA20 Date Itstotitd: 08/26/14 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS Iteviston Sealy ',induct Refwenee Number: CA,SEMENT3200-08N0A-01 rravAng Number' L3200 -080I 5/16" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION d e' DETAIL ET nIL _ __„� 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Butacite PVB by DUPONT or Saflex PVB by Eastman Chemical Ca 3 ,�• _ �._ ' 4340• 13340' 3 3 1/8' ANNEALED GLASS 6`18" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION' DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 1 __ --....--.....=.-.,2.-::: _ __„� 0.090' INTERLAYER SentryGlass Interlayer by DuPont 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. a 3 ,�• _ �._ ' 4340• 3 3 1/8' HEAT-STRENGHTENED GLASS 6/16" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION DETAIL 1 DETAIL DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGlass Interlayer by DuPont ._ _._4 I a 3 Ki --- ' 4340• 3 1/8' HEAT-STRENGHTENED GLASS 7/16" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION DETAIL 1 DETAIL 1/8' ANNEALED GLASS 3/16' ANNEALED GLASS lei• "" h� A''� I `, 3 1/8' ANNEALED GLASS Ki --- 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. Saflex PVB by Eastman Chemical Co. 1/4' INSULATED AIR SPACE tet•= T T = - = =:=:- -:_ 1/8' ANNEALED GLASS 0.46011 0.460• 3 3/16' ANNEALED GLASS 11/16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. h� A''� I `, 3 1/8' ANNEALED GLASS Ki --- 4 1/4' INSULATED AIR SPACE 1. �4�•-=:==-_:_-=' f 0.340' - 5 1/8' ANNEALED GLASS LAMINATED GLASS TYPES 9/16 GLA ING :ITE 6/18" Laminated 9/16 GLA ING BITE 7/18" Laminated Flange Frame ndowGlazed 3200 Impact Casement Window Configuration: "XX", "XO" or' OX" Glass Type "A" Glass Type "B" Glass Type Glass Type "D" Glass Type "E' 6/16" Annealed Gass 5/16" HS. Gass - PV8 6116" HS . Gass -SGS 7/16" Annealed Gass 11/16" Annealed Gass COMMODITY SIZES Size Code Width (i n) Height (in) Anchors HeadJSiII Jamb DP(+) Psi DP(-) psf 1:1P(+) Psi DP(-) DP(+) Psi pd DP) psf DP(+) psfPsf DP() IDP(+) pd DP) psf 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 32 53.125 26 4 2 70.0 70.0' 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 33 53125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0. 73.0 70.0 73.0 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 D22 74 26 6 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 D23 74 38.375 6 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 024 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 9/16 GLA ING BITE 11/18" Laminated/Insulated GLAZING OPTION DETAILS MODULAR SIZES 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 3030 36 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 JQ O 73.0 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 . 730 • JDA • 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 '•• 3O 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 •••fie • 70G • 73.0•' ?IV" 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 820 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 820 70.0• 70.0 •..Z ,e • 7 • 070 ?3.0• .: •I'0!0• 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 82.0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 ... 3.0 70.0 • • •7Ci 0 70.4. •700• Vso-;• 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 : • •230 70!'0 73.0'. 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 711) 70.0 •..73.o 404. JA.a Tab"' 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 •.7d0: 73.0 6050 72 60 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 R.4a(on Nona A. Revised to Comply w/ 2010 FRC 8. Renewal and Revision to sheet 5 & 8 of 7 C. Revised to Comply w/ 2014 FBC PRODUCT REVISED comptyiug with tate Florida Building Cod .. Acccptatct; No O . 20 E7. � �4I ' - /O viiomi Lade Product Control LA WSON (INI7"LT S'1" XES, INC.) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Clan: NOA Part Clara ASSEMBLY Prod Caltyorv: WINDOW S4rt4./Jlod.L• 3200 ttam R.f.rvne• d: 1.CNOA 08..01 RwGWn f: brown By: N. ERAZO Dohs Draw= 07/27/o6 Revtred By: N. BRAZO Dots 08/25/14 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -OX -XO" UNITS Rwleton L4041: C Scat*: Produel R./.wnce Number: CASEMENT3200-00NCA-01 Noy L3200-0801 Namara &Area 8OF7 -1.218 O FRAME 1N-POST RAIL , e VENT ` • 4!!i AEflOY)CEWs zssfMBSCREWS4e J4Y /4"( P.H./1HIOL. X5M1S esL-3003 � 6063-T6 AWMINUM1.43Sr.062 FLRA3M4E1 HEAD [--- .062 P.H./ HIL. SMS VENT RAIL � (r)2.250 6063-T6 ALUMINUM -1*0.062 0 , .062 2.312 0.062 rApiiiiiiiiiiii , t�� h _ Ili t .062 tP _ j .062 ' ANCHOR CLUSTER --718--i--••i.1 i9 1 <HEAD/SILL TYPICAL) , �1. t 2.399 35� VENT JAMB FRAME JAMB i '-i'-'- I �' 1 . 4.797- INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENTRAIL CORNER DETAIL 0 0 0 0 FRAME IMPOST 121: � 1.500 0 0 0 1.875 VENT RAIL L-3004 SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. FRAME SILL / JAMB 0.062 . • L-3002 6063- T6 ALUMINUM 6063-T6 ALUMINUM NOTE: .CASEMENT ! DESIGN PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED, WINDOW OR MULL SHALL GOVERN 1/4' MAX,• 1 •••• •• • 2.250 -,062 �,a62 2.1.2 0.062 qt...........„ SHIM •••••: I SEE 2E EV. S. X 1 FOR SPAC�N'GL FRAME SILL �^ 41;10••• u' ••••• • • • • • •� • • • • • • t 0.688 rt.] A ' • 2.399 1 _ _ _ �' • i IF 1. ALL STEEL IN CONTACT WITH ••�• .••maisimaimosi 1't�I• • ' ;_ -WPM/ it r iiimiiif1 ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: I ' K •• • _ � 1-•� I'Mr` + I (STEELORALUM1/8"MIN.THICK)ela •-� • ••• . ••••L 0.078 47 FRAME SHEAR PLATE 0.340 A) STEEL Fy = 36 KSI MIN. _ •••• .. • • _{ 3007 6063-T5 ALUMINUM i-�' 0.12° B)ALUMINUM 6063-T5 MIN. ASSEMBLY SCRE149' _�� 10 1/4" • 1,231 1.215 38 ALUMINUM SNUBBER O SEALANTER 3 B WINDOW FRAME • P.H./P FRAME IMPOST DETAIL SMS METAL- STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 0.377 L-3014 6063-T5 ALUMINUM 6O FRAME SILL ANCHOR CLIP •094 PRODUCT REVISE complying with the Florida Building Code. ..0C Qs Acceptance Na _ t/ L.iitirttti4u,Datc 20 _�tJ . • 2c �� 0.188 L-3006 6063-T6 ALUMINUMas 0.094 �t i -� .970 I j FIXED LITE MOUNTING BRACKET L-3005 6063-T6 ALUMINUM + 0.°70, f-T .f ?;+ ivliapti Uad8 PtOduct Control �` 2.794 •478 12 GLAZING BEAD 6/18" Laminated L-3010 or L-7708 6063-T5 ALUMINUM O GLAZING BEAD 16 11/16" insulated/Laminated L-3011 or LII-133 6063-T5 ALUMINUM 48 GLAZING BEAD 7/18" Laminated' L-3009 or LII-169 6063-T5 ALUMINUM ' THOMA& S0TOS , : ,. PROMO EMBER' `: '•' Bevcaton Nota= A.Revised to Comply w/ 2010 FBC ,! pi~9$I0 C %Y 62x6 - '1,.." � 1 �/ ranee 8501 N.W. 90 ST. .225 :, -. B. Renewal and Revision to sleet 5 do 6 of 7 1JEOLEY, FLORIDA 33168 I C 7 �7 E �3 , IN PH No. (305) 698-8680 C. Revised to Comply w/ 2014 FOC MANURACTURBR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS P i /,f{ •. -> ' Draw Class: NQA Port Claw ASSEMBLY Prod Cahporr WINDOW Sertis/Mod& 3200 Ilan R.leevno* I: LCNOA 08-01 Rwbton 1: 0 801 +-0.050 --� 0.391 ° 915 J1.01.050E_i O.aot: 0.266 t •/ 6 r Drawn � N. ERAZO Date Dr•twn 07/27/08 Series: 3200 Outswing Impact Casement. Window ' tif : ,'; Routard Dr N. SRAM Dato d dr tr8 E6/14 EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS Ij).688 0.050 0.6888T0.1 15 1.0,68±3n '' `, • " DATE___ Rewtoton Lovett C Beate: Product Ryormee Number: t AsoeeNr32oo-o6NQA-Ot Drawing Number L3200-0801 8hsek I 7 OF 7 (STEEL TIE -DOWN CLIP) MIAMI TECH, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 0.6938 TYP. 0.3063 _y TYP. 18000 TYP. } 0.3081 0.8726 TY TYP. 1.1290 TYP. 1.1290 TYP. J 00.2500 0.7500 i TYP. 1 12500 TYP. 4" LONG CLIP N.T.S. FLATTENED 0.6938 TYP. 0.3063 TYP. 1.0000 TYP. I0.6152 1.1797 TYP. TYP. 1.1290 TYP. 1.1290 TYP. .'1 0.7500 1 TYP. 1 1.2500 TYP. } 6" LONG CLIP 00.2500 N.T.S. FLATTENED 480'-12.00' ^ 0700 TYP. 0.7500 TYR SIDE VIEW TYP. ALL OTHER CLIPS SIMILAR VARYING LENGTH ONLY 0.0700 , TYP. T 0.6938 TYP. 0.3063 TYP. -' 1.0000 TYP. 4 I 1.3759 0.8114 TYP. TYP. 00.2500 0.5000 TYP. 1.1290 TYP. 1.1290 TYP. 1 0.7500 i TYP. 1 12500 TYP. ' t 0.6937 TYP. 0.3062 TYP. 18000 TYP. I0.5534 1.1179 TYP. TYP. v 1.1290 TYP. 1.1290 TYP. n .J ..� r-+ 0.7500 TYP. 1 1.2500 TYP. 00.2500 10" LONG CLIP N.T.S. FLATTENED LoOoo TYP. 1 0.6 TYP,R 0.3063 TYP. (PIl {0.2954 T 0.8599 TYP. 002500 1.1290 TYP. 1.1290 TYP. v v 0.7500 i TYP. 1.2500 TYP. 12" LONG CLIP N.T.S. FLATTENED N NOTES: FRANK L. BENNARDO, P.E. PEI, 0046549 THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE - AND THE FLORIDA BUILDING CODE 2014 (5th EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS �. INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN SED TO CALCULATE THE ALLOWAB CONSIDERS ASCI -7=1 -0 -SECTION -29.5.1 FOR ROOF TOP HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FT & SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC01,te„1=3.10 WITHIN THE HVHZ, (GCI)., 1=1.90 OUTSIDE THE HVHZ, (GCI) 11 -1.5 FOR ALL LOCATIONS (CONCURRENT). 2. ALL c I- ER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. 3. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. 5. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT #15-6206 BY FENESTRATION TESTING LABORATORY, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 7. STEEL CLIPS SHALL BE ASTM A653 STEEL WITH Fy-33 KSI OR BETTER. STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED COATING REQUIRED FOR COASTAL INSTALLATIONS. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIpE • THE HIGH VELOCITY HURRICANE ZONE. • • 2. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF • • MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN: • ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SIiAL!• • BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS. . . . RESPONSIBILITY OF THE CONTRACTOR. • 3. FASTENERS TO BE #10 X Y'4' OR GREATER STAINLESS STEEL 410 UNLESS NOTED OTHERWISE. ANCHORS REFERRED TO HEREIN SHALL BE ELCO . BRAND, STAINLESS STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCREIIE. • • SEE ANCHOR TO HOST SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO : • PREVENT ELECTROLYSIS. 4. ALL CONCRETE SPECIFIED HEREIN I S NOT PART OF THIS CERTIFICATIQN. • • AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" Mt THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 5. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 7. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 9. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 10. FOR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED 1 N THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. 4oaa6��amen. FRANIn.. BENNARDO, p. z 61 �- c. „dim Eix wlit M U W LL� 2 D 0, •_ Ind ZLU El W W U E1 U' ga � LL�� o Z 0= a. egt W g�.1w,.'fzti Ula' =W O W w ID p I-4 N z OI V 8 D�y H U Vx•44. 3 .8 •. LLJ.3 Von 5 a • H • v •�R •• ••M • g • :'• Q U • • • - • • • • • ••• • • • •• CO 2 COPYRIGHT ENGINEERING EXPRESS• 15-2786 6" CLIPS 3" MAX' .TYP. 1 r' f' � 0�� 3"TYPl�j1�JMAXi � �� O s CONNECTION TYPE C1 1"X6" CUP - UTILIZE (1) AT EACH CORNER FORA TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG ALTERNATE CUP •�– LOCATION, SEE PAGE 3 - DETAIL 3/3 n CONNECTION TYPE C2 1"X6" CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF f) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG 'NOTE: SEE ANCHOR TO HOST 1. SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 3. • 4 X12" CUPS 3" MAX* X00 l Gtt. CONNECTION TYPTe-j) L� i1' X12 -U LIZE (1) AT EACH CORNEF FOR A TOTAC0fl4) R 1INIT `NOTE: ALSO APPLICABLE FOR CUPS 81'& 10 i.ONG) 3" MAX* TYP. i;;\ ALTERNATE CUP `— LOCATION, SEE PAGE 3 DETAIL 3/3 2" CLIPS 3" MAX 3" MAX* 3' -et cS 3'% %Or p‘ CONNECTION TYPE C4 rX12" CUP - UTILIZE (2) AT EACH CORNER FORATOTALOF (81 PER UNIT NOTE: ALSO APPLICABLE FOR CLIPS 8" & 10" LONG grgaNARDO, P.E. ��CC�I No * o ' • • • • • •• . •••• • • •••• • • •• •• •• •• • • • • • • • •• • STEEL TIE -DOWN CLIP 4RX L BEN W PERMIL�O Yll.N.O. rIE01SEIL U z t-1 V°' m ip 1-1 ., • PnM E• on • Q• �..� •• ••• 2.• • • •• • • • •••• • • • •• • t 0 CZ G z ••o•.• o• w ••a..• 1! • .- • • • Zi• • p ••�pi�•• W • '-' • Z • • illig 4111 ti a COPYRIGHT ENGINEERING EXPRESS • 15-2786 SCALE: N.T.S. 5 J 4044. 0.07" THICK ASTM A653 STEEL, TYP. (4)-#10 SS 410 SELF DRILLING SCREWS FOR CLIPS UP TO 6 LONG. UTILIZE (8)-#10 SS 410 SELF DRILLING SCREWS FOR CLIPS LONGER THAN 6", TYP. *FOR ANY CLIP ;LONGER THAN 6� UTILIZE (8)-#10 SS 410 SELF DRILLING) SCREWS, TYP. 314"0 HOLE, WITH ANCHOR FROM CLIP ANCHOR TO HOST SCHEDULE, TYP. 1" CLIP ISOMETRIC DETAIL N.T.S. ANCHOR TO HOST SCHEDULE: SUBSTRATE DESCRIPTION "(1)-1/4'0 STAITESsS ',STEEL 410 ELCO ;ULTRACON, 1%4"(F� CEMBED TO CONCRETE, 23555 MIN. EDGE DISTANCE, 3" iMIN. SPACING TO AN ,ADJACENT AN (CONCRETE: (4" THICK MIN (3000 PSI MIN. ALUMINUM: (0.125" MIN. THICK, 6061-T6 MIN. ALUMINUM) (1)-#14 SAE STAINLESS STEEL BOLT 410 WITH NUT AND WASHER TOP & BOTTOM SS OD 1", 34" MINIMUM EDGE DISTANCE TO METAL EDGE STEEL: (0.125• MIN. THICK, 50 KSI MIN. STEEL) (1)-#14 SAE STAINLESS STEELBOLT 410 WITH NUT AND WASHERTOP& BOTTOM SS OD 1", 34" MINIMUM EDGE DISTANCE TO METAL EDGE ISOMETRIC 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED I N ANCHOR SCHEDULE. 3. ENSURE MINIMUM SPACING TO ANY ADJACENTANCHORS. 4. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 5. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE #5 (EANICAL UNIT BY OTHERS. ALUMINUM (HOUSING UNITS SHALL BE 6063-T6 MIN. 'ALUMINUM SHEET WITH Fty-30 KSI, 0.125" 'MIN. THICKNESS, STEEL HOUSING UNIT SHALL BE ASTM A653 Fy-33KSI MIN. STEEL, GRADE 33, 22GA MINL(t-0.0299'). /En" THICK ASTM t5,653.,STEEL CUP, TYP. ;(4)-#1 r SS 41: SE D"ILL ;SCREWS FOR CLIPS UP TOr.6" (LONG. UTILIZE (8)410 SS 41 (SELF DRILLING SCREWS FOR `CLIPS LONGER THAN 6 . PRO 0) PITCHES MIN. PAST THREAD (PLANE. FOR. EACH. SMS, 'TYP 1" TIE -DOWN CLIP ANCHOR DETAIL 3" = 1'-0" ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR TO HOST SCHEDULE (VARIES) CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. DETAIL UNIT WIDTH "--� 3" MAX -3" MAX --1-3" MAX 3" UTILIZE (2) CLIPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT MAX ALTERNATE (8) CLIP DETAIL N.T.S. PLAN VIEW MECHANICAL UNIT PER SEPARATE CERTIFICATION HOST SUBSTRATE SEE ANCHOR TO HOST SCHEDULE TYP. THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CUPS PER UNIT. NRtANMEM K, BENNARDO, ilE, • • • • • •• • • •••• • • •••• • • •• •• • • . • 1 • • • • . • • . STEEL TIE -DOWN CLIP c 17. ?Mare 2�0 I ,LLM 1ih W LL ep Ww oWDEL = t O m 4.� W Z lEg NW6lw 00 W w 011- ti W fB 7.1.e 1 ,y • re)t0 • IP• a• H • ••• X• • • • •• • • • • •• • n O qa •p."••• o • 0. • •.•.•.• • • •��••• • •4•• • 1.•• •O.••• W • • • ..••• • • • • m a COPYRLGHI ENGINEERING EXPRESS 15-2786 SCALE: N.T.B. f TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HV RISK CATEGORY II IS PER ASCE 7-10 (Vult=175 MPH, EXPOSURE HZ)") MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH C1 ALLOWABLE ROOF -TOP HE GHT (H) TIE -DOWN CONFIGURATION TYPE C2 C4 6 FTZ (9 FTZ) 4 6 FTZ 9 FT2 12FT2 16 FTZ 29" MAX (36" MAX) 48" MAX 15" MIN .27" MIN) 36" MIN AT GRADE H■80 FT H53OFT '5 •'FT AT GRADE H5120FT (AT GRADE H 5 40 FT 53 H5200FT AT GRADE HI200FT AT GRADE H1200FT AT GRADE H 5 40 FT AT GRADE H560FT N/A AT GRADE N/A AT GRADE N/A AT GRADE N/A AT GRADE 20 FTZ 25 FT2 30 FT2 36 FT2 60" MAX 48" MIN N/A AT GRADE N/A AT GRADE N/A AT GRADE N/A AT GRADE N/A N/A N/A AT GRADE N/A N/A N/A N/A "THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARDAND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=175 MPH, EXPOS (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)*) RISK CA I tu0111' n is Mil wxx Y- I ALLOWABLE ROOF -TOP HEIGHT (H) TIE Cl -DOWN CONFIGURATION C2 TYPE C3 C4 MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNR WIDTH 6 FTZ 29" MAX 15" MIN AT GRADE H ■ 30 FT AT GRADE H 160 FT 9 FTZ 36" MAX 27"MIN N/A AT GRADE AT GRADE H I 1 5 FT 4 FT2 48" MAX 36" MIN AT GRADE H1 200 FT AT GRADE H ■ 200 FT 6 FTZ AT GRADE H ■ 180 FT AT GRADE H 1200 FT 9 FTZ AT GRADE AT GRADE AT GRADE H ■ 15 FT 12 FT2 N/A AT GRADE N/A AT GRADE 16 FTZ N/A AT GRADE N/A AT GRADE 20 FTZ MAX 48"MIN N/A AT GRADE N/A AT GRADE 25 FTZ60• N/A N/A N/A AT GRADE 30 Fr N/A N/A N/A N/A 36 FTZ N/A N/A N/A N/A 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDACOUNTIES. •20 : dz3f: n • i Q '•, • / yAU POR I Rmn' oNtku TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY 1I STRUCTURE") RISK CATEGORY II IS PER ASCE 7-10 LEGEND: TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=170 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY!' STRUCTURE") RISK CATEGORY II IS PER ASCE 7-10 H515FT 60FT<H5200FT IN THIS EXAMPLE, THE PRODUCTCAN BE INSTALLED ON A FEET,ISGC BUILDING(ROOF HEIGHT AT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 Cl ALLOWABLE ROOF -TOP HEIGHT (H) c4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAX SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FTZ 29" MAX 15"MIN AT GRADE H s 200 FT AT GRADE 60 FT<H5100FT H s 200 FT 9 FTZ 36" MAX 27"MIN AT GRADE H 5 200 FT AT GRADE H s 200 FT 4FT2 48" MAX 36" MIN H5200FT HS200FT H5200FT HS200FT 6 FT2H 5 30 FT 60FT<H5200FT Hs 200 FT H 5 40 FT 60FT<H5200FT H 5 200 FT 9 FTZ AT GRADE H s 200 FT AT GRADE 60 FT<H580FT Hs 200 FT 12FT2 N/A Hs200FT N/A H5200FT 16FT2 N/A Hs15FT 60FT<H5200FT N/A Hs30FT 60FT<H5200FT 20 FT z 60" MAX 48" MIN N/A AT GRADE 60FT<H5120FT N/A /A AT GRADE 60FT<H1180FT 25 FT2 N/A AT GRADE N/A AT GRADE 30 FT2 N/A N/A N/A AT GRADE 36 FTZ N/A N/A N/A N/A LEGEND: TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=170 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY!' STRUCTURE") RISK CATEGORY II IS PER ASCE 7-10 H515FT 60FT<H5200FT IN THIS EXAMPLE, THE PRODUCTCAN BE INSTALLED ON A FEET,ISGC BUILDING(ROOF HEIGHT AT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 ""AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THESE TABLES WITHIN CERTAIN FLORIDA COUNTIES. • •• •• • • ••• • ••. ••••l • • •• • • • • • • • • V z tw U cep 1-1 CO' xri • Q • • ••• E • • • • • • •••• • • • •• • M n ot •40.1•• cc • • a • •M ••• nr l• ••• • •&.• •E.••• •d••• W • • • • •• • •• • • m 1 • CMYRIGHTENGINEERING 15-2786 SCALE: N.T.S STEEL TIE -DOWN CLIPwmomomilimmoLam, J C1 ALLOWABLE ROOF -TOP HEIGHT (H) • TIE -DOWN CONFIGURATION C2 TYPE C3 • • C4 • • MAX SURFACE UNIT'SF LARGEST FACE UN HEIGHT UNIT WIDTH 6 FTZ 29" MAX 15" MIN AT GRADE H 5 200 FT AT GRADE H 5 200 FT • • 9 FTZ 36" MAX 27"MIN N/A H s 200 FT AT GRADE • H 5 200 FT 4FT2 48" MAX 36" MIN H5200FT H5200FT H5200FT H5200FT • 6FT2 A�HGRSDE 60 FT 200 FT H5200FT H515 FT 60FT<H5200 FT HS200F7 9FT2 N/A H 5 200 FT AT GRADE H 5 200 FT 12 FTZ N/A q0 F7 60 FI FT N/A FT H 5 200 FT 16 FTZ N/A IrsF220F0 60 FIR Tf 3'f g0 FT N/A X00 60 F� < Ti 3200 FT 20 FTZ 60" MAX 48" MIN N/A AT GRADE N/A 60 FT < HR5�100 FT 25 FT2 N/A N/A N/A N/A 30 FTZ N/A N/A N/A N/A 36 FTZ N/A N/A N/A N/A ""AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THESE TABLES WITHIN CERTAIN FLORIDA COUNTIES. • •• •• • • ••• • ••. ••••l • • •• • • • • • • • • V z tw U cep 1-1 CO' xri • Q • • ••• E • • • • • • •••• • • • •• • M n ot •40.1•• cc • • a • •M ••• nr l• ••• • •&.• •E.••• •d••• W • • • • •• • •• • • m 1 • CMYRIGHTENGINEERING 15-2786 SCALE: N.T.S STEEL TIE -DOWN CLIPwmomomilimmoLam, J 'TABLE 5 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=140 MPH, EXPOSURE B (FOR USE WITH A RISK CATEGORY II STRUCTURE***) RISK CATEGORY II IS PER ASCE 7 - LEGEND: H515FT 60 FT<H5200FT IN THIS EXAMPLE THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (H) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 ***AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. oVflagE bFi 1ARW P.E. 1 TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=140 MPH, EXPOSURE 'E°04BL/yN (FOR USE WITH A RISK CATEGORY II STRUCTURE***) RISK CATEGORY II IS PER ASCE 7 - Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 29" MAX 15" MIN H<_200FT H5200FT H5200FT H 5 200 FT 9FT2 36"MAX 27"MIN H5200FT H5200FT H5200FT H5200FT 4FT2 1 48 MAX 36" MIN H5200FT H5200FT H5200FT H5200FT 6FT2 H5200FT H5200FT H5200FT H5200F7 9 FT2 H 5 200 FT H 5 200 FT H 5 200 FT H 5 200 FT 12 FT2 H5200FT H5200FT H s 40 FT 60 FT<H5200FT H5200FT 16 FT2 AT GRADE 60FT<H580FT H 5 200 FT H515 FT 60FT<H5100FT H 5200 FT 20 FT2 60" MAX 48" MIN AT GRADE H 5200 FT AT GRADE H 5200 FT 25 FT2 N/A H 5 200 FT AT GRADE H 5 200 FT 30 FT2 N/A H 5 30 FT 60FT<H5200FT N/A H 5 40 FT 60 FT<H5200FT 36 FT2 N/A H 515 FT 60FT<H5120FT N/A H 515 FT 60FT<H5180FT LEGEND: H515FT 60 FT<H5200FT IN THIS EXAMPLE THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (H) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 ***AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. oVflagE bFi 1ARW P.E. 1 TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=140 MPH, EXPOSURE 'E°04BL/yN (FOR USE WITH A RISK CATEGORY II STRUCTURE***) RISK CATEGORY II IS PER ASCE 7 - TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY 0 STRUCTURE***) R Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 29" MAX 15" MIN H 5 30 FT 60FT<H5200FT H 5 200 FT H 5 40 FT 60FT<H5200FT H 5 200 FT 9 FT2 36" MAX 27" MIN H 515 FT 60FT<H5200FT H 5 200 FT H 530 FT 60 FT<H5200FT H 5 200 FT 4FT2 48" MAX 36" MIN H5200FT H5200FT FT 60 FT<H5200FT H5200FT 6FT2 H5200FT H5200FT H560FT 60 FT < H 5 200 FT H 5 200 FT 9 FT2 H 515 FT 60FT<H5200FT H 5 200 FT H 540 FT 60FT<H5200FT H 5 200 FT 12 FT2 AT GRADE 60FT<H580FT H 5 200 FT AT GRADE 60FT<H5140FT H 5 200 FT 16 FT2 N/A H 5 200 FT AT GRADE H 5 200 FT 20 FT2 60" MAX 48" MIN N/A H 540 FT 60FT<H5200FT N/A H 5 200 FT 25 FT2 N/A H 515 FT 60 FT<H5200FT N/A H 530 FT 60FT<H5200FT 30 FT2 N/A AT GRADE 60FT<H5100FT N/A AT GRADE 60FT<H5160FT 36 FT2 N/A AT GRADE N/A AT GRADE TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY 0 STRUCTURE***) R .* v FRANK L. BE ste 'Iii it M � $ V iE gad tgEs m 41 0 M 18 0 -IW^ Z IAmw �w Ii r. SEAL U z • Ie • Vg•:.14) •• 1 • W� • • ,-I O H ''I •••••1 • C' • a . •••• P•••1 • • • • • . • • ••• • •• •• • 4 • • • 4 • 4 • • • • • • • 4 •• 4 •••• • • • •• • STEEL TIE—DOWN CLIP .•I n z OI O '' 5 e m a ce a z •o : JELIWEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6'=8" OPAQUEOUTSW/NGIMPACT DOORUNITS WITH& WITHOUTNOIWMPACTSIDELITES GENERAL N. 1� 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDIN CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE "HVHZ" REQUIREMENTS. 2. W , UST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ" ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI- DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. .875" TIP. -- 74.5' MAX. OA 36.625" MAX. 0.A. PANEL WIDTH W/ASTRAGAL FRAME WIDTH - .125" 80" MAX. 0.A. PANEL HEIGHT 81.25" MAX 0.A. FRAME HEIGHT RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.020') minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ave.)=24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by JELD-WEN, INC. Door Panel Construction: The active and inactive panels ore constructed from 24GA. (0.020" min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x 1.042' high. The steel bottom rail is roll formed 0.021" galvanized steel measuring 1.67" wide x 1.21" high. The sides of the face sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0'. The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Const.; The sash is constructed from 24GA. (0.020" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sidelite panels are routed to receive the ODL Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed w/ QSD glazing compound on the exterior. frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 1.25' wide x 4.5625" deep. The door and sidelite head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA 2" x 7/16" crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041" deep x 1.0" high. The threshold is attached to the frame with (3) 16GA. 2' x 7/16" crown wire staples. ' r nnr_C Lir LAM r CN r a • r TION REQUIREMENT IS N ...,... SHT # DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS /, INACTIVE v 80" MAX. 0.A. PANEL HEIGHT 36" MAX. OA. PANEL WIDTH El El ACTIVE v cam► y v v 37.75' MAX. OA. FRAME WIDTH 36" MAX. 0.A. PANEL WIDTH El V v v OUTSWING IMPACT UNIT (XX. ED FROM EXTERIOR TABLE 1: IN LE OUTSWING IMPACT UNIT (X 81.25" MAX. OA. FRAME HEIGHT .75" TYP. -�- 70.25' MAX. OA FRAME WIDTH -- .75" MULL. BAR TYP. .875" 36" MAX O.A. TYP. ~ PANEL WIDTH r 1E1 o 81.25' MAX. O.A. FRAME HEIGHT 80" MAX. OA. PANEL HEIGHT 80' MAX. OA PANEL HEIGHT V v cr v 15.5" MAX. 0.A. SIDELITE FRAME WIDTH 14" MAX. O.A. PANEL WIDTH 0.75' J .875" TYP. 7 0.625" -I 107" MAX. 0.A. FRAME WIDTH 6" MAX. 0.A D.L.O. WIDTH 63.125" MAX. OA D.L.O. HEIGHT SINGLE OUTSWING IMPACT ®UNIT (0X0) W/ NON -IMPACT SIDELITES VIEWED FROM EXTERIOR .125" .75" MULL. 36.625' MAX. O.A.BAR TYP.PANEL WIDTH 36" MAX. OA W/AsTRAGAL PANEL WIDTH ACTIVE V:=7 v 1E1 EQ1 INACTIVE v v v 9 ®T ® f C. 0.75" DESIGN PRESSURE RATING -WHERE WATER • r TION REQUIREMENT IS N ...,... SINGLE DOOR UNIT I. OX, X0, OXO) ,r PACT SIDELRES +66 psf -70 psf DOUBLE DOOR UNIT (XX, OXX, XXO, OXXO) W/WO NON -IMPACT SIDEUIES +57 psf -57 psf v 15.5' MAX. O.A. • • 14" MAX. O.A. PANEL WIDTH SIDEUTE FRAME WIDTf 6" MAX OA D.L.O. WIDTH 63.125" MAX. OA D.L.O. HEIGHT 0.625" Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.02.1812:44:49 -05'00' =* -O O O E ' CH Fl3PE 14 A f1141" • •... • • .... • . .• •. • • • • • • • • • .. • DOUBLE OUTSWING IMPACT UNIT (OXXO) W/ NON -IMPACT SIDEUTES VIEWED FROM EXTERIOR Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 W bin ga. o � .• M• • • •og ••• w • • �3► �,• • p U o•• 1 • d :co • • • •••• • • • • •• " .• 41•••• N •• • • N W z c) • • • W ®Q • N z v7 N n N O• -•-NO NO4-NO \�np� 0004-0 L. W U co DATE: 9- 1-0 .c SCALE: N.T.S. DWG. BY: JWJ CHK. 8Y: S. SAFFELL DRAWING NO.: S-2104 SHEET 1 OF 8 0.75" MINT EDGE DIST. 1.50" - MIN. 0.250" EMB. MAX. S • CONCRETE/ MASONRY BY OTHERS SEE DETAIL 7 ON SHEET 5 81.25" MAX. 0.A. FRAME HEIGHT :/% ///i•ii Imr EE NOTE 9 ON SHT. 4 1.25" MIN. EMB. INTERIOR • • 1.750" MIN PANEL THK EXTERIOR ...r. iV - \' 'N 80.0" MAX. 0.A. PANEL HEIGHT VERTICAL CRO ECTION DAM TH " 6t .625" 0.250" MAX. SHIM 0.75" MIN. EDGE DIST. 1.50" MIN. EMB. CONCRETE/ MASONRY BY OTHER SEE DETAIL 7 ON SHEET 5 EE NOTE 6 ON SHT. 4 SEE NOTE 3 ON SHT. 4 1.750" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS THK. INTERIOR 81.25" MAX. SEE GLAZING O.A. DETAILS, SHEET FRAME 7 HEIGHT 1.25" MIN. CONCRETE/ EMB. MASONRY BY OTHERS SEE NOTE 2 ON SHT. 4 EE NOTE 6 ON SHT. 4 EE NOTE 8 ON SHT. 4 EXTERIOR 80.0" MAX. 0.A. PANEL HEIGHT SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON SHT. 4 31 1.75" 2.50" MIN ..' MIN. EDGE DIST. VERTICAL CROSS SECTION AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS I DESCRIPTION MATERIAL 1 DOOR SELL FACE SHEET 24GA. (0.020"MIN.) STEEL 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 5 4" x 4" 81t - , .. (BYJL4GER) STEEL 6 9 1 PFH WOOD SCREW HINGE TO DOOR kb TFEL 7 I••' 1 STI LVL 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 16GA. X 1" (FOR MULLION CAP) STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (FINGER JOINED PONDEROSA PINE) WOOD 14 ,10 x 1 3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK FINGER JOINTED POND RNF) WOOD 1- 6 3%T6�71W TAS G�HOR W/ 1 1/4" MIN. EMBEI STEEL 't 1 ". '" -ENE (1.0 to 1.2 .. . ' ITY) BY JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 18 x 1 1/2" PLASCREW (ODL LITE FRAME) STEEL 4 8 x STEEL 25-8 x 2 1/2" PFH WOOD SCREW STEEL . .,,..ova:Erativlr ' " IMPERIAL ASTRAGAL TO DOOR) STEEL 27 '10 x 2" PFH WOOD SCR j STEEL "-28—Mt3111t1FM WOOD 29 SILICONE CAULK (CR LAWRENCE 33 C) SILICONE 30 GLAZING COMPOUND (QSD BY 000 SILICONE 31 BRAD TRIM NAIL 16GA. x 3/4" (FOR 3/8" QUARTER. ROUND.) STEEL 32 3/8" QUARTER ROUND SIDELITE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET !F51 STEEL 35 SCHLAGE DEADBOLT #IB360 (NOT SHOWN) STEEL 36 SIDELITE STEEL FACE SHEET 24GA. (0.020" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 ODL LITE FRAME SG (SPAR -TECH POLYCOM PP5530 C13) POLYPROP. 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 81 1/4") P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) ALUMINUM 41 ASTRAGAL. STRIKE PLATE (BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1/2" I.G.U. POLYPROP. 46 1/2" INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 47 LITE FRAME BY TRINITY FOR 1" GLASS POLYPROP. 48 1" INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 49 LITE FRAME SCREW 16 x 1 1/2" LONG PANHEAD (BY TRINITY) STEEL 50 51 GLAZING COMPOUND DOW 1199 SILICONE D INSTALLATION SCREW W/ 1.50" MIN. EMBEDME STEEL STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE _`owiltirll/l,_ STEEL • • • .• • •• • • •• • .••• • • .• •.•. • • .• •. • • • • • • •▪ . • • • • . . •• • Prepared By: IAt BUILDING DROPS, INC. Phone: 954-399-8478 Fox: 954-744-4738 • •• • Y •N s W • A a • • .••• .•• • • Q ti 0 N Lja •• .• .• .• • •. • .. • N 0 ul 0 4. 0 W N. 0 0 U to CO 0 OD 0 DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 2 of 8 SEE NOTE 4 ON SHT. 4 0.75" MI EDGE DI XTERIOR CONCRETE/ MASONRY BY OTHERS 0.250" MAX. SHIM INACTIVE SEE DETAIL 5 ON SHEET 5 i%z/i ////////// CC HORIZONTAL CROSS SECTIOR 3 LATCH JAMB TO BUCK SEE NOTE 1 ON SHT. 4 1.750" MIN PANEL THK SEE NOTE 4 ON SHT. 4 SEE DETAIL 1 ON THIS SHEET EXTERIOR ACTIVE /j/jij//, i ////////// INTERIOR HORIZONTAL CROSS SECTION 3 AT IMPERIAL ASTRAGAL EXTERIOR _ 1.750" MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 v! iflril:l CONCRETE/ MASONRY BY OTHERS ci mot cq W 2 •n CL INTERIOR SEE DETAIL 5 _ ON SHEET 5 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK EXTERIOR SEE NOTE 1 SHT. 4 0.75" MIN. EDGE DIST. 0.250" MAX. SHIM 1.50" MIN EMBED. • - • • - •• - • • •••- •••- • ASTRAGAL THROW BOLTS (2) TOTAL; (1 EAC1: • •: 0.31" DIA x 9.0" LG. AT TOP & BOTTOM • . 11111101 e 11111%4 NTER OR ASTRAGAL TO DETAIL STILE1 ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR `LA (1 11111��' p�es F. dire, • FBPE chi 0E A zee f . 2 111 • • • • • • • • •. •. • •• • :- • :' •' • N 0 U Z �o W o • •••- • ••- • - ••• ti •l • • •. •• N 0 z •• •- 0 •• • •• • Ir) 0 0 0 W 0 0 C Ca co CO 0 Q Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 3 OF 8 Q •. SEE NOTE 4 ON SHT. 4 SEE NOTE 3 ON SHT. 4 Cs® SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 INTERIOR 0.750" SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 F HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0", 2.5", 4.0", 5.5", 13.0", 18.0" & 26.0". 2. SPACING FOR ITEM 123 THE #8 x 1 1/2" PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL; 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS; 3.0", 13.0", 26.0", 39.0", 52.0" & 63.0". 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MULLION CAP); 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE #8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4" LONG. 0.75" MIN. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A 110 x 2" PFH SCREW. WHEN ATTACHING EDGE DIST, THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A #10 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM #49 THE #6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25", 18.0625", 32.8125", 47.5625" & 62.625" SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375". 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. CONCRETE/ MASONRY BY OTHERS _ 1.750" MIN. EXTERIOR PANEL THK. SEE NOTE 7 ON SHT. 4 INTERIOR SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 -------- 0.750" SEE GLAZING DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 ►� � EXTERIOR -.1[11 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE DETAIL 5 .S ON SHEET 5 1.50" MIN. EMBED. 0.250" MAX. SHIM 0.125" MIN. INTERIOR GLASS THK. HORIZONTAL CROSS SECTION tthii,IRELITE TO BUCK �Es F. O.. /,/,, r4,1f TTI : •11,5 ii • t • • • • • •• • • • • •••. • • ••• •• •• • • • • • • • • •• • • •• i• • • • .4 U) W • .ar z 0 cinu z z v .••• • IP. ••• ti •� •• •• •• 0 a 0 N 0 a •• .• 0 •• •• •• .• • 0 L. N 0 W 0 0 Q 0 Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JW,) CHK. BY: S. SAFFELL DRAWING NO.: S-2104 sHOr 4 OF 8 81.25" MAX. 0.A. FRAME HEIGHT 6 TY 5 SPACES 0 13.85" 74.50" MAX. 0.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHT. •. • .00" TYP. 1.00" TYP. 6.00" TYP. —3.00" TYP. 12.50" TYP. 11 1Il SEE DETAIL 5 r ON THIS SHT. 5.50" I 7.375" I \� 3." 6.00' TYP. -3.00" TYP. 7.00" DP. 12. 25" TYP. � t \_ SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 2 - 0 HEAD JAMB DETAIL 3 - 0 THRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE SEE DETAIL 4 ON THIS SHT. SEE NOTE 7 SHEET 4 DETAIL 4 HINGES TO JAMB & DOOR 81.25" MAX. 0.A. FRAME HEIGHT P. 5 SPACES 0 13.85" 70.25" MAX. 0 A FRAME WIDTH /JI. FRAME WIDTH • e 4.50" TYP.-- 3.00" TYP- 3.00" TYP: -- r-- SEE DETAIL 6 ON THIS SHT. 1 15.50" 6.58" 9.00" TYP. 6.00" DP. -3.00" TYP. 1 TYP. SEE NOTE 5 ON SHEET 4 N SEE DETAIL 4 F-1.116 ON THIS SHT. 7.375" 3" DETAIL 5 STRIKE PLATES TO ASTRAGAL SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 5.50" SEE NOTE 4 SHEET 4 DETAIL 6 STRIKE PLATES TO JAMB • • • • • •• • • • • • •••• • .•.. • • . • •..• • . • • • •• • • • •. • .15" MIN. C -SINK. SEE NOTE 10 \ ON SHEET 4 � DETAIL 7 `�� S F 140UNTERSINK FOR INSTALLATION ANCHORS 1311 Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 si •. •4 a 0 • • • ..•. , • 6 •. 0 .. • • • Z 0 u, 0 CNI0 lL N 0 W 0 0 NO 0.4 0 U N CO DATE: 9-11-01 SCALE: N.T.S. DWG. 9Y: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 5 OF 8 4.50" TYP.-4- 3.00" TY1 P-• 3.00" TYP.-1 rte. 6 TYP. m 81.25" MAX. O.A. FRAME HEIGHT 5 SPACES 0 13.85" 107.00" MAX. 0.A. FRAME WIDTH .00" TYP. .00" TYP. .00" TYP 3.00" TYP 1 �--- 3.00" TYP: SEE DETAIL 2 ON SHEET 5 16.41" TYP. I I 5.50"I 13.41" TYP. 6.00" TYP. TYP. SEE NOTE 5 ,--� ON SHEET 4 SEE DETAIL 5 ON SHEET 5 7.375" 22/ 3" 3.00" TYPy 7.00" TYP. I— • --I —3.00" TYP. — 7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6 T 5 SPACES 0 13.85 81.25" MAX. O.A. FRAME HEIGH 37.75" MAX. 0.A. FRAME WIDTH re • • • 5.50" 36.62 . 6 SPACES 0 11.54" SEE DETAIL 6 ON SHEET 5 . 1 1 7.375" DOOR WITHOUT SID I CHOR LOCATIONS VIEWED FROM INTERIOR ``�`t111111111,,1/ %O g F. ♦♦ SO• • .R.R.fr . 7 'L'' 4,8E ,f - FHPE � 11111114* -•..2957$ SEE DETAIL 4 ON SHEET 5 crrm z cc of CV W �a�o hC z 0 a l'Q ,ceZ Z0 • • •• • ::;:i111 f:. O i5.•••• •••• •s•••• • •C.)■ • p I ••• CC ip • • 'Q_.•• a••• • . . • . •..• •• • . • (15g • . • z •. • (e) • ▪ .• • •.• o • • • p•r reN LJ LJ LJ 00 0 LU c W •. •. • • 0rc40 z Z 0 cv LO N.cv otO 0 0 U W Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 DATE: 9-11-0 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 6 OF 8 EXTERIOR 0.125" MIN. TEMP. GLASS HICKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 0.50" GLASS BITE GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 1.000" MIN. GLASS THK. SEE NOTE 8 ON SHT. 4 il 0.750" AIR SPACE .751 x .50" 1NTERC ' T " STEEL SPACER 0.50 GLASS BITE GLAZING DETAIL 3 TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU -5007 0.125" TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR 0.500" MIN. GLASS THK. 0.125" TEMP. GLASS i INTERIOR SEE NOTE 8 ON SHT. 4 .25" x .50" 0.50 INTERCEPT GLASS STEEL SPACER BITE } GLAZING DETAIL 2 TRINITY LITE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU -5007 0.125" TEMP. GLASS 0.250" AIR SPACE CS N. 'EA cd zoJ z oq� ON hi •• ••• • • • •• • • • • • .• • •• I ° . o •••. ,a ••40 • • • a • •. •• .• • • • • • • 0 • vs• •••• • •••• • .•• • • •.•. N 1 • • • • • III c..•v ••• • NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2406. Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fox: 954-744-4738 DATE: 9-11-0 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 7 OF 8 1.210" J U 1__. -� DOOR BOTTOM RAIL 12 24GA (0.021") STEEL I-- 1.645" -1 0.831" 1 3OCORNER BLOCK FOR 3 STEEL BOTTOM RAIL, MDF x 3.0" LONG 1.500" -{ 0.624" 1.750" �►! ASTRAGAL HAS TWO 0.3125" DIA. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM DOOR HINGE STILE °FINGER JOINTED PONDEROSA PINE WOOD 1.025" OASTRAGAL (IMPERIAL) 6063-T6 ALUMINUM 0.380" } 0.530" -- 0.529" } 0.500" } -- 0.140" 1.670" 4 1.000" �000RLATCH STILE LVL 10 COMPRESSION WEATHERSRTIP SCHLEGEL Q-LON QDS 650 i 2.500" 1 1.250" -- 41 ASTRAGAL STRIKE PLATE (IMPERIAL 0.125" STEEL) 11.875" DIA. VARIES WITH HARDWARE USED 0.482" 1.670" 1 1.042" 11 POOR TOP RAIL. LVL 0.513" C)1/2" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 1.109" 1. 736°0.675' or - 0 - 1 1.381m 52 DOOR LATCH STRIKE PLATE STEEL 0.868" 0.585" 1, 2.137" 1.012' L O DOOR LATCH DEAD 53 BOLT STRIKE PLATE STEEL WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE i 4.000" 1.250" 111..3* fl.12221.1 L 1.544" I-- 1.750" ---t 2.519" 01" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA /07-0828.01 7 �L 0.375" 0.375" 32 3/8" QUARTER ROUND SIDELITE STOP PINE -1 1.375" �- 0.40" 28 MULLION CAP PINE (81.25" LONG) r- 1.710" --{ WOOD JAMB FINGER JOINTED PONDEROSA PINE --I � 0.125" 1.586" '46 A4 „, p I-- 1.752" --1 2.621" Cy/8" S.G. ODL LITE FRAME POLYPROP. ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA #10-1209.01 • • • . •• • •.•. • •. •• O O .••. • • •••• 0 • • •J • •• • 4.000" ••• • OHAGER STEEL BUTT HINGE 4" x 4" x 0.097" THK. STEEL OUTS Qr�s. 441 • r v.T' • 1. O • FEPE pi0 STANDARD BUMP FACE THRESHOLD iNEP ALUMINUM - BY PEMKO 0 ik, WOOD INSERT •i .o♦ ♦ P. 4/`� ii. E► • 7 » Q4 t f 111*11Qri �O. 29578 Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 • • • • • • W �• )).•••• • • ,•••• 0. •••• • • • • • .• .• F LJ W • Lj 0 a • • • z •• •• W •. 1 z 0 0 (Ni 0 W 0 0 ON U O O Kis 0 DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 8 OF 8 •.. . . • ... . . • •• •• • • • •• �• • • • • • • • • • • • • • •••• • •• •• • • • •• • • • •. ••• • • • • ••• • • •• • •• ••, •• • • • • • • • • • ••• •• ••• • • • • • • • ••• • • • • •• • • • •. •• • • • •• • • • • • •- • • • • ^.. • • • • •• • • • •• •• W s i (3 - 2s'q • • ••• • • Miami Shores Village APPROVED BY DATE_ ZONING DEPT BLDG DEPT a ';U11,11 CT If) CO' 1, I A C1 '11 1 1 I Al I 111)1 IAI lAlf ANN C,' '.:7''1 JI I `1 AN: 11: i;tnA11 /NS • • • • • • •• 1,.' t;1'1 L ' ".1" ; r 1-i` . •