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WS-18-3244N�\Z V BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department OCT 23 1018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 � ^� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 r,, Master Permit No.�, IS-06(0 Sub Permit No. . 32kA v1 2166ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION SHOP � f �J �� CONTRACTOR DRAWINGS JOB ADDRESS: 0 % o / t//� � G ? City: Miami Shores County: Miami Dade Zip: ✓.5/36 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: /Construction Type: 1Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (/,Grp//n� J i y��% % Phone#: Q � Address: I,89c/ 0 *5 2na S� I 2 City: lvi jewn; J,6diev State: IVY Zip: 331363 Tenant/Lessee Name: Phone#: Email:C� CONTRACTOR: Company Name: {/ P�) 763 Address: 7005 IVL) eliwo 5/ An City: &f �zwi state: i L Zip: 3 3155 Qualifier Name: Phone#: State Certification or Registration #: 6: C 15 9 Certificate of Competency #: DESIGNER: Architect/Engineer:. Phone#: Address: City: State: Zip: ' n oQ Value of Work for this Permit: $_, e SO Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Lo \ (19 6-,_Q�� Specify color o colorIhru tile: ,u 4 Submittal Fee $ "�'" Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein pecti a will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The iiforegoing instrument was acknowledged before tme this day of 20 by 1 day of be/ 20 by onY i i MA C y' h is personally known to ► `1 Ue \ 6t(k6 < who is personally known to me or who has produced 1, as me or who has produced F(•l�L �k a 3 3 ash identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Q(F— Sign: Print: �"�`� MAHARAI K. GONZALEZ Print: rn _ . / ' "w" w✓l Seal: • :a; MY L;UMMl5blUN;;rGD9tJUZ EXPIRES: November 2, 2020 Seal: Fernando A.Santiago NOTARY PUBLIC Bonded Thru Notary Public Underwriters STATE OF FLORIDA vr/�* Cortun# GG133075 �alpji4&:8�s'�sss.+:s#�ss�sss* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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). Ack owledgement: Qualifier/Owner Signature Date (` fit'✓L�L� A(KOrt Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: = Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETROFIT ONLY. WINDOWS DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS-10-18-3244 .. -�, Permit Type: Windows/Shutters UW1011- Cassificatfan: Window/Door or Replacement Issue Date: Permit Status: Approved Expiration: 04/22/2019 Location Address Parcel Number Project 890 NE 92 ST, Miami Shores, FL 1132060050130 <NONE> Contacts MIGUEL AND CARLINA ARRONTE Owner MIGUEL AND CARLINA ARRONTE Applicant 890 NE 92 ST, MIAMI SHORES, FL 33138 890 NE 92 ST, MIAMI SHORES, FL 33138 VPG CONSTRUCTION MANAGEMENT LLC Contractor MIGUEL ANGEL VALECILLOS 8500 SW 160 ST, PALMETTO BAY, FL 33157 Business: 7867636643 Inspection Requests: Description: WINDOWS AND EXTERIOR DOORS 1 SINGLE Valuation: $ 5,850.00 1305-762-4949 FRENCH DOOR AND 8 WINDOWS Total Sq Feet: 841.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $1.20 Notary Fee $5.00 Scanning Fee $9.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $218.40 Payments Date Paid Amt Paid Total Fees $218.40 Credit Card 10/23/2018 $218.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify,tjiat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulAng construction and zoniyig.) Futhermore, I authorize the above named contractor to do the work stated. IC Authorized Signature: Owner / Applicant / Contractor / Agent Date October 23, 2018 Page 2 of 2 t MIAMI•DADE MIAMI-DADE COUNTY • aEmawPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoy/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) rese"Mhe 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 suclt't8C,1i'1g and The •AHJ n ? •. • immediately revoke, modify, or suspend the use of such product or material withTinlAeir jurisdiefion. RIM ..� reserves the right to revoke this acceptance, if it is determined by Miami -Dade• r.o.*uniy P:oe1n ct• Cont:o l • Section that this product or material fails to meet the requirements of the applicablp.4UUdmg code. • •; • This product is approved as described herein, and has been designed to comply.440he FrWa$uild4W ... Code, including the High Velocity Hurricane Zone.- • • . • DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum;Hor-izontal.StidinL,-*Win o�ww—o L.M.r. • • 0 APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontafl4olling FloAe Implcf ••: Window", sheets I through 10 of 10, dated 05/30/09, with revision D, dated 11/01/17,•prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING Latge na d:Smi1iVIissile•Irzpact: esistant 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. 17-0222.14 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 Sifang Zhao, P.E. MiAMFL'ADE COUNTY 611126 zc fB NOA No. f1'7�12'12_ Expiration Date: April'n 2gZ2Z Approval Date: February Ql Page-1- Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202.94 . ; • • • • • ...... 4) Forced Entry Test, per FBC 2411.3.2.1, ar; ' A; 202;94•••' along with marked -up drawings and installation diagram of an:aluminaM*hA� rizoAi`a1•.. sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) .contgl-ation„prepared ;br••: Hurricane Engineering & Testing, Inc., Test Reports No. HE'S-140*3049Cand.' ..... HETI-10-3051, dated 03/23/11, signed and sealed by Candid'o'F: FAnt, P..E.. ; ••'•• (Submitted undZi&4 No. YI r705.tO)'::' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loadingpel RBC TAS 202-94...E;. along with marked -up drawings and installation diagram; o f • $ specimens of -an • aluminum horizontal sliding window, XOX (1/4-1/2-'1/4' and.'hJ3.1/3-r/3) • configuration, prepared by Hurricane Engineering & Testing, Inc., Test keports No. 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 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. HETI-10-3048, HETI-10-3049I, dated 11 /09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under 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 alumintinn horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No.11-0705.10) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E - I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBI UTTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08;201:� HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2o3g,1$ETI-Q$;?116A��;:• and HETI-08-2116B, dated 02/28/08, signed and sealed by Cam & F. Fba4P.E. (Submitted under" A"X No. 090-0706.0 fl . . .; 6. Test reports on: 1) Air Infiltration Test; per FBC, TAS 202-94- • * • • '. ' .... . ...... 2) Uniform Static Air Pressure Test, Loading4=.FBC TAS 2.Q2-94 �; • 3) Water Resistance Test, per FBC TAS 202-94 • • • • • • •: ...... 4) Large Missile Impact Test per FBC, TAS ION94 •, 5) Cyclic Wind Pressure Loading per FBC, TAS ;63-94: • • •: • 6) Forced Entry Test, per FBC 2411 3.2.1, TA&202-94 :"'•; along with marked -up drawings and installation diagram of 8 specimens aF•ano aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted tinder 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 NOA No. I2-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ,%, Z Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61" Edition (2j0171 date November 17, 2017, issued, signed and sealed by Thomas J. $oto,%P.E.:""' ...... 2. Statement letter of no financial interest, dated 05/20/10, signecr nd sealejl bgghomas •, J. Sotos, P.E. (Submitted undi � W�l No. YY-b127.0.W)"' 3. Laboratory compliance letter for Test Reports No. HETI-10-3wq HET1610,3048„ • • • •; HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10 3f 5k, .gETk-l0•1052B?: •. HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3 M, HET1A0,3Y31, ••••• HETI-10-3223 HETI-10-3224 HET-10-3225 and HETI-10Q-.U2¢, all is**sued by * • � • Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/2-1'11'ald 04Z5/1.1, Sig".% and sealed by Candido F. Font, P.E. (Submitted under iYO.4 No' 11-0705.IV)... 4. Laboratory compliance letter for Test Report No. HETI-10-3:M, issued• -Vt rricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, 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 NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02; all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LM.I." approved on 04/13/17 and expiring on 04/11/12. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 MIAMI- A©E MIA_MI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. ...... This product is approved as described herein, and has been designed to comply with ttL% 9orida.gtitiding Code,', including the High Velocity Hurricane Zone.- "" """ DESCRIPTION: Clipped{Extruded-Aluminum Tube Mullion w/ and w— Steel Reinfo�r APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminurtf'IZ e MutlioflS" sheets`:". through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufa7 Tte *eo * signed and�ealed t* * 0 Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision Est" with thg Notice of,' Acceptance number and expiration date by the Miami -Dade County Product Control Sect:on.' 0 0 ....:. •....• MISSILE IMPACT RATING:&L rg ae nd'Small'Mis'silFImpact esiss7ant, ; • ,...., Limitations: • • • 000099 ' ' •• • 1. See Non -reinforced mullion tributary width (W) VS span and type in sheet 3. See reinforced mullion tributary width (W) VS span and type in sheet 5. See mullion types and properties in sheets 2 & 4. 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. 3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.13 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 Ishaq I. Chanda, P.E. CNGYNB-174212:24 C7Ezpifati6n`Date:--May.30, 2018 Approval Date: February 01, 2018 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 & 95- 1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions 'with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Eliginjering je •'Feting, &,, • Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed.bt Rafael U. Droz-Seda,' P.E. (Submitted under NOA No. 02-0501.05) • ...... .... ...... 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.""" :....: 2) Cyclic Wind Pressure Loading per FBC, TAS 2t9.4► ; • • • , • , • • • • • along with marked -up drawings and installation diagram of 120" spejo aluminum tube muikoo • with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Efigilleering & `rdsoting,11itr'„ • Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed b} esafael E 0 Droz-S ;da,- P.E. (Submitted under NOA No. 02-0501.05) ; • • • • • . 4. Test reports on: 1) Large Missile Impact Test per FB C, TAS 201-94 " • • • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-024718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA 11'o. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding CD windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., T est Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212) t� C 'I--14ut4,- Ish q 1. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5t' Edition (2014), dated February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. ; 0 4 9 ; • 2. Statement letter of no financial interest, dated 05/20/12, issued, signed aiid sealed bX ThorAds ." Sotos, P.E. (Submitted under NOA No. 12-0127.07) • ........ ...... I�`N 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, J-02-1716, HETI-02-. ...... 1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated • 69''16/02; • all• issued by • Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E* Ilroz-Sella, POE. •' • ...... . . ..... (Submitted under NOA No. 02-0501.05) •. .. .. ......... 4. Laboratory compliance letter for Test Reports No. FTL-1376, dateciO/,t1/96, and FTL-1389: dated 02/13/96, both issued by Fenestration Testing Laboratory, Lc., Signed.and.sealelf W o Gilbert Diamond, P.E.(Submitted under NOA No. 02-0501.05) : • •; 0. • 0 ; • • • •; 5. Letter from manufacturer requesting a 1-year extension to allow time to perfbne oJerification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets! through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (6t" Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None Isliaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to 1~BC 2017 (6" Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer•(Subnaittelx"r fill #� 17-0222.13) • ...... .... ...... G. OTHER • •••••• 1. This NOA conditionally revises # 17-0222.13, expiring 05/30/18, subje;jj44o swFuj4'al verification test. .. • • •. •• •• •• •• ish q 1. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-3 L:"' J i17 - MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 3 I5--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy Lawson Industries, Inc. 85011V``i' 90' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miam-i—Dade County) resenj . be right to have this product or material tested for quality assurance purposes. If this product or:mat&ial fails to perform' • • • • • in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may iWe*diately revoke, modify, or suspend the use of such product or material within their jurisdiction. 0�;lj. reserves tle right 0 * • • to revoke this acceptance, if it is determined by Miami —Dade County Product Control "ion that tjlis 4roduci • • • •; 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 glbtjda Bred-ing:Codee •: • • • including the Higl: Velocity Hurricane Zone. • • • • •• • • • • • • • • DESCRIPTION: Series ;4200/,6200'Flange—Frame',Aluminum:Fined-Window-=I�,M � • • ••; • APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled "Sei:es-w4200--6100 Flange ; • Frame I.mpact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised A NO-V•1?,.2017• prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade •County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dads County Product Control Section. MISSILE IMPACT RATING: 1La"rga an'd:Small M ssile_Ihlpac:Rettt' Limitations: 1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in. sheet 3. The monolithic lite in insulated larninated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade. 3. When an approved impact resistant mullion attached to combine window units- lower DP will apply to entire assembly. 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 filled 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. Tvlisuse 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. 17-0531.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-41, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMi 2e2E COU TY F _rN0 A-�i"I-7-12-12.13 Expiration Date: Aug;^ s 22', 2022 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307_06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision `B" dated 05/12/I7, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. •••••• B. TESTS ' ' ' •••••• 1. Test reports on: 1) Large Missile impact Test per FBC, TAS 201.N. • • • • • % 2) Cyclic Wind Pressure Loading per FBC, TAS:;X- 4 •• • along with marked -up drawings and installation diagram of an ar(Jh'tW a ro tan%alar fm- • frame fixed window, prepared by Hurricane Engineering & Test• • Inc. , Test Reports" • No.'s HETI-12-4010 and HETI-11-3363, both dated 03/05/'.7.,'signed U.d'staled.py..� Rafael Droz-Seda. P. E. • • • • • • • (Submitted under NOA No. 12-0307A6) ' •' • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, T AS 201-:V4• •; • • ; • • • • 2) Cyclic Wind Pressure Loading per, FBC, TAS 203-94 '..'.' along with marked -up drawings and installation diagram of a rectangular-, a circular arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI 09-2614, dated 09/04/09, HETI-09 2612, dated 09/02/09, HETI-09-2586, dated 07./10/09, HETI-092584, dated 07/10/09, HETI-09- 2582, dated 07/10/09, IIETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air PresTze Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09 2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09 2585, dated 07/10,09, HETI49-2581, dated 07/10/09 and HETI--09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NO.4 No. 12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loadinng per FBC. TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fr1-1 frame fixed window, prepared by Hurricane Engineering & Testing, Inc_, Test Reports No.'s HETI-03-1778, dated 01/301/03, HETI-03-1779, dated 0I/30/03 and HETI-03-1776, dated 01 /30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 03-0327.11) IsUq I. Chanda, P. E. Product Control Examiner NOA No. 17-121113 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch — and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI43-1777, dated 01/30/03, HETI-03--1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz— Seda, P. E. • (Submitted under NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • ...... .... ...... 2) Uniform Static Air Pressure Test, Loading per+Fk� -TAS 201-94 3) Water Resistance Test, per FBC, TAS 202-94.". :'. •.V099. along with marked —up drawings and installation diagram of a eirc u:Vch fii- fr�ne Mel• � • window, prepared by Hurricane Engineering & Testing, Inc., T%it'Reports *Vo ;s: HE iI=... 02-1215, dated 04/08/02 and HET141-1193, dated 04/08/02, brth:9igned and sealed by•; . Hector Medina, P. E. . .. ..... . ...... /Submitted under NOA No. 02-0701.01) '..' ... : • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 ' 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch — and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI42-11158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted wader NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03V01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.12-0307.06) 2. dazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P. E_ ProductControl Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February O1, 2018 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EV-1DENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-11.17.01 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 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 ; 0 0 0 ; 1. Statement letter of conformance to and complying with FBC 511 l d`tion (2(14). issued't3 ::— ted 2' )/17, signed and sealed by Thomas J. 2. Statement manufacturer, no /financial interest, issued b manufacturer,- Ated 03/02,12, si a ed. and sealed by Thomas J. Sotos, P. E. ' • • • • • • (Submitted under NO.4 No. 12-0307.06) .... . .. ..... ...... . . ..... 3. Laboratory compliance letter for Test Reports No.'s HETI-OI�`..614, dated 49/04,1a,. HETI-09-2612, dated 09/02/09, HE�i i-09-2586, dated 07110/0P' 101TI-109-2584, dated• 07/10/09, HETI49-2582, dated 07/10/09, HE T I-09-2580, dated 07/i 0/0;,.JUTI-09' • • • 2613, dated 09/04/09, IIETI-09-2611, dated 09/04/09'.j?h1-09;25e5, dated••; 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated G71/ld/W,•9ll issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 4. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI43-1778, dated 01/30/03, HETI-03-17719, dated 01/30/03, HETI-03-1776, dated 01/30/03, HET143-1777, dated 01/30/03, HETI43- 1774A, dated 01/30/03 and HETI43-177413, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under _NOA's No.'s 12-0307. 06) G. OTHERS 1. Notice of Acceptance No. 14-0908.18., issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/ 11/14 and expiring on 08/22/17, 2. New Evidence submitted. A. DRAWINGS 1. Drawis-ig No. L4200-6200-1201 Rev C, titled "Series-4200-6200 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6 h Edition) code compliance. Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. •• •••• • ...... .... ...... F. S1ATENT I .l\T S 0000•••••• 1. Statement letter of conformance to FBC 2017 (6" Edition) and "No Aw-4d intares li dated+.... 11/17/17, prepared by the manufacturer, signed and sealed by Thomas°7:3dtos, P..E.. 0 ••••• 2. Statement letter dated 01 /22/ 18 of the editorial drawing changes issue:cby.* ,awson nc signeft*':' by Nelson Erazo, Senior design engineer. : ' : . . ,,,,,, ...... G. OTHER 00 0 0 . •0 0 0 0 • 1. This NOA revises # 17-0531.05, expiring 08/22/22. Ishaq I. Chanda, P. E. Produ.i Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-4 2/6/2018. Florida Building Code Online BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff ':. BCIS Site Map ` Links Search b Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method r4334-R40 6 Revisidn� 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. • • • Ma Tnit�_Ttlbn3l ' • • • • 1955 Powis Road •••••• • • ••:••• West Chicago, IL 60185 • • • • • (800) 663-3667 •• •• •• •• •••••• • sschreiber@masonite.com • • • •" • • • • • • •••••• Steve Schreiber • • • • • • • • • sschreiber@masonite.com •• • •• • • • J fERfie or Doors .-. SwiAging Exterior Door'Assemblles- Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval 12/15/2017 12/18/2017 2/6/2018 Florida Building Code Online Date Approved 12/21/2017 Summary of Products FL # _ Model, Number or Name Description 4334.1 1 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 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. 3'-0" x 6-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side -hinged Door Units - i Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 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. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 1 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-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 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.4 1 Fiberglass Side -hinged Door Units - I Impact Rated 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 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.5 i Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-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, 6'-8" Opaque I/S and O/S Single Door Certification Agency Certificate FL4334 R10 C CAC NI005930.O1.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514010A.odf Created by Independent Third Party: Yes 8'-0" Opaque I/S and O/S Sngle Dro r • •••�;�• Certification Agency Certifit'lio• • • • •' ' • •' •' FI-4334 R10 C CAC NI005995.Di.FOF • • • Quality Assurance Contract, rsyWration p;gte. ;•• •; 02/28/2021 • • • • • • • • �. Installation Instructions • FIA334 R10 II A-0121.odf *:•'*: •• � � �••�• Verified By: National Accrediteti"& Managetitent institute • • 6 • • Created by Independent Thisd Ra W • Evaluation Reports • • • • FL4334 R10 AE 514009A.odf 000000 Created by Independent ThId PVy: Yes ' ;.. •; 8'-0" Opaque O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R10 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL01.21.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A,Adf Created by Independent Third Party: Yes 8'-0" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R10 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FLO .21.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE $14007A.odf Created by Independent Third Party: Yes 6-8" Opaque O/S Door w/ or w/o Sidelites Certification Agency Certificate FL-4334 R10 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: i..-. ..ice..._an•��...._T..._n.._r�...��l+1/n/nc/I�IL..nnr111 In......CiUOL.II .. /`•..0/'].d0/'].� �i/'i 2/6/2018 Florida Building Code Online Minimum Design Loads for Buildings and Other Structures, i Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R10 AE 514008A.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 i Fiberglass Side -hinged Door Units - Impact Rated 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. 6'-8" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FI-4334 RIO C CAC NI005930.01. PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE514008A.pdf Created by Independent Third Party: Yes 4334.7 Fiberglass Side -hinged Door Units - 8'-0" Glazed I/S and O/S DoOr oP w/o SidelitesImpact Rated • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 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 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 ; Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 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-FLO122-05 for additional information. Certification Agency Certif j fr, • • FL4334 R 0 C CAC N1005930.04.PDF • • • •'• • Quality Assurance Contract xplration aaW •. • 02/28/2021 0000 • " 0 Installation Instructions • • • • • • • • • • 0 • • FL4334 R10 II FL012.3.odf: Verified By: National Accreditation & Management Institute • Created by Independent Thl'ra Mrtol • •j• Evaluation Reports • • • • • • • • • • 0 0 *0'00 FL4334 R10 AE 514007A.pdf • • • i • Created by Independent Thfd P3rtj: Yes �' •'• • 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R10 C CAC NI005930.03.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0122.Odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 5140 80 A.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8$0-487-1824 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 mail 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: Cretin Cara Safe n.._rL..A-11.1 nl^G 1"_. AcAAIA....-.CIU D"11_r'... 0/9AOI'g,4 all NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.03 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94/ASTM E330 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). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number & Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Glazed 3'0" x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 X O/S Gazed 3'0" x 6'8" +60/-60 6.0 psf/ Yes NCTL-210-3108-1 Single 9.0 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 XX I/S Glazed 6'0" x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 XX O/S Glazed 6'0" x 6'8" +60/-60 6.0 psf/ Yes NCTL-210-3108-1 Double 9.0 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0122-05 XO/OX I/S Glazed Door 6'0" x 6'8" +60/-60 2.86 psf Door -Yes NCTL-210-3108-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 XO/OX O/S Glazed Door 6'0" x 6'8" +60/-60 6.0 psf/ Door -Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelite 9.0 psf* Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 OXO I/S Glazed Door 9'0" x 6'8" +60/-60 2.86 psf Door -Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-05 OXO O/S Glazed Door 9'0" x 6'8" +60/-60 6.0 Esf� Dosr-Ygs NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites • 9.0 psf" •0 • f ideli* 4 (ems 4 • • Maximum Panel Size: 3'0" x 6'8" • • i i i : :. i . Anchor Detail-MA-FL0122-05 OXXO I/S Glazed Doors 12'6" x 6'8" +60/-60 208.6*pse. DbgA-?,Fs .' NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-171-0122-05 OXXO O/S Glazed Doors 12'6" x 6'8" +60/-60 .6.0 p4f'/. a Dpprr-Yes . ... NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites 9,"0 psi* 5idelifes-Yet Maximum Panel Size: 3'0" x 6'8" Ie .-L • • • • • • • • Anchor Detail-MA-FL0122-05 111g11 1/411l 11IreJll Vlu . • •. • _ • -- National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highwa a A 23072 Tel: (804) 684-5124 Fax: (8041.68�1-5122. ... . NAMI AUTHORIZED SIGNATUn!v ... .. . . . .. L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomAs ,lrlomaspe.com Test Report: N/A Product. Double Door with and without sidelites 12'x6'8" (wood frame) Scope: 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. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, NDS 2015, TR12) Nominal diameter: D 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t, = 1.000 in Main member thickness: tm = 1.500 in Side member dowel bearing strength: F„ = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi • • Side member dowel bearing length: 1, = 1.000 in Main member dowel bearing length: Im = J.140 i% • • • • • • • Mode I", Mode I, Mode II • Mode III, Mode III, • • • Mode ]V • • • • qm = 636.5 lbs/in qs = 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 • A: 0.00 3 P = 725.61 lbs P = 884 lbs B: 1.07 B: 0.57 B: 0.5 ••••••B: 0.0(iO Ko = 2.400 Ko = 2A00 C:-427.674 C:-253.623 C:-267.699 • • • • • • C: • %3.6• • Zm= 302 lbs Z,= 368 lbs P = 331 lbs Ms = 46.8 in-lbs Mm = 46.8 in-Ibs• • • • • • • Ko = 2.400 P = 297 lbs P = 319 Ibs• • • • • • P = • 263 165 Min. Design value: Z= 110 lbs Z= 138 lbs Ko = 2.400 Ko = 2.400 • • 0 • • Ko = 2,Q(100 • Duration Factor: Cp = 1.6 Z= 124 lbs Z= 133 Ibs• • • • • • Z= 11p lbs Allowable Design Value (ZCo): Z'c 175 lbs/anchor • • • Fastener type: 1/4 ITW Tapcon Tabulated values • • • • N.O.A.16-1222 06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 16] 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 lbs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value (Us): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 36.38 EA1 Al i79.25 YA2 _ 72.75 37.50 36.38 36.38 37.50 Al � Y_ Y_ Y_ I j ( �\ I 79.25 /A11 A4 Al 147.75 1 of 4 Design pressure: 60.0 Psf Zone Area z (ft) Load (lbs) Ind. (i^) Max. O.C. (in) Anchor Result Cap. (lbs) Q Load (lbs) A7 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 1 7.7 1 463 1 N/A I N/A 155 3 154 1 OK Design Pressure: 60.0 Psf Zone Area z (ft) Load (lbs) Ind. (i^) Max. O.C. (in) Anchor Result Cap. (lbs) Q� _ Load (lbs) AI 2.4 146 N/A N/A 155 1 146 OK Az 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 155 3 154 OK �Oyv 11il11/ii/I R L otit •��C, Eq(P * CP451 moo• TAT aF 0RMt ��lllll(411�1� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomas'(@Irlomaspe.Corn Anchor Locations: Double door 79.25 36.38 -------- 36.38 _. _------------'^: 6.00 TYP.-.I-.._..--..1 6.00 TYP. - ^^^ - 18.19 TYP. I I I 3.00 TYP.;__.� _.. 6.00 18" MAX O.C. 6.00 •••••• •••• •••••• • •••• • •• ••••• •••••• • • ••••• •• •• •• •• •••••• • • • • • •••••• \��illl!►III��i A\� �\5 R,. L 0 'S ••'••'� ri * • o,51 • yt = • TAT OF • c� i��s * Z0RtOp: GN��1 /;/Ssea f0NAL` a��i� Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report t#: 514008A 434-688-0609 Date: 10/10/2017 rllomas(a?Irlomaspe.com Double door with sidelites 37.50 -- 18.75 TYP. ----+ - 36.38 6.00 TYP. -t ---j 6.00 TYP.- 18.19 TYP. -- 3.00 TYP. 6.00 I l- I 18" MAX O.C. 79.25 i 6.00 3 of 4 ___._.._-.____.__ 36.38 -___ ____ .. _.tom______......____--- 37.50 i i ••••• •.•• • • • 0. +• • •••• • •• •• • ••••• • • •• 1 • • •• •• •• •• • • • • •• • • • • •• • •• • • • • • •• • ,` \, 11111////�� .IlA. 1 � o M 1 • �+w � , TAT OF 4r os :c1ORtOP •��'�`� ONAL,.�`' Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomas a(�Irlomasoe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 • • B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. 0 0 •••••• C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. *.so • • D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KSI • • • • • • .052" THICK MINIMUM ••• •• •••••• • • •••••• • 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE •••••• • • DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. • • • • • • 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 0000 • s • • • • •• • • TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY • • ..... • • *too* OF THE ARCHITECT OR ENGINEER OF RECORD. • • • • • 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. •• •• •• •• •••••• • 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH : • • : 0 : • • FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. • • • • • •••••• ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER :Osseo • • STRUCTURAL SUBSTRATE MATERIAL. ••� •• • •• • 0'•••0 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO ' • • MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. $\Rl l 1L/o ��(/i TAT 4F •c�1 i00RtDP,� ' Luis R. Lomas P.E. FL No.: 62514 4 of 4 10/10/2017 MIAMI-10 ML4.MI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tie right to have this product or material tested for quality assurance purposes. If this product or matarial fai)s'fo Ptrform iii... the accepted manner, the manufacturer will incur the expense of such testing and the�AJ mg -immediately* revoke, modify, or suspend the use of such product or material within their jurisdictiott'0 WIt, reser?"1 e right te• •• revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this nroduc{ 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.tj1.-,4iprida $uildjng Cg0A. . • including the High Velocity Hurricane Zone. / ...... DESCRIPTION: Series=`32001-Outswing:Alum nu"'Wasetrient►Window- L.M:I:.:4."0 ' APPROVAL DOCUMENT: Drawing No. L3200-0801 Rev D, titled `'Series: 3200 Outswing IrllSMf Casement Window", sheets 1 through 07 of 07, dated 07/27/08 and last revised on NOV21, 20170, prepared by -mama factuYeor,o •: signed and sealed by Thomas J. Sotos, P.E., , bearing the Miami -Dade County Product Control V1Sion stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Pr uct Control Section. MISSILE IMPACT RATING: Large-and-Small'Mis3ile L t-i-:'et Resistant Limitations: 1. See Design Pressure (DP) VS Window sizes, configuration and glass types in sheets 5 and 6. 2. See glass types in -sheet 5 & 6. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade 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 terininate 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 literat`ire. 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 Of icial. This NOA revises NOA No. 14-0908.20 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 Ishaq I. Chanda, P.E. 11 OA-Nb:-147-1212.22 ruaMiu�i couririr Expira wn, ate:. Ma ch'0`d 206 t� Approval Date: February 01, 2018 Page 1 f Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 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 2) Air Infiltration Test, per FBC, TAS 202-94 :...:. 3) Water Resistance Test, per FBC, TAS 202-94 • • • ; • • • • • • along with marked -up drawings and installation diagram of a •series 32Wi4.outswiAg.:. aluminum casement window, X configuration, w/5/ 16" anr2' • k'2tmi_ glass w/PY.U. .: laminate by DuPont, Test Report No.'s HETI-08-2099A, HEIW21M? fI•ETI-a8- 2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/04ned apd scaled.b;.. sig- Candido F. Font, P.E. (Submitted under NOA #08-10R4981 • • • • • • • • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20144% •. 2) Cyclic Wind Pressure Loading per FBC, TAS z03-�j ; • • • • •� • along with marked -up drawings and installation diagram of a.?eries 32w .outswiAg. aluminum casement window, X configuration, w/5/16" ann. Lami glass• w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, HETI-08- 2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/ 10/08, signed and sealed by Candido F. Font, P.E. (Submitted tender A1A10_4 #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 912-0127.21) 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 DeN lemours & Co., Inc. for their "DuPont Sentry Glas© 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. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 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 5tb 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, d4tec 0Q/25/ , signed fM6:- sealed by Thomas J. Sotos, P. E. (Submitted under previous ,'VOA No. 12-0127.21) ...... .... ......• • •: • • • 4. Statement letter of no financial interest, dated 10/01/08, signed •ealed:lay 1homas•J.••: Sotos, P. E. 000000 • •• ••••• ... . (Submitted under NOA No. 08-1020.08) .... . ..... • •• •• •• •• •••••• 5. Laboratory compliance letter for Test Reports No.'s HETI-08,209.9A, 0 dated. • 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A,: dated 07/jQ/Q$, HE-T-1-:0 08-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10,/08,: HETI-08'2099B, del..: 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, dated 0711010D;•WTI008- • 2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, HETI-08- 2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08, and HETI-08-213113, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I., approved on 03/06/14 and expiring on 03/04/19. 2. New Evidence submitted. A. DRAWINGS 1.. Drawing No. L3200-0801 Rev D, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 07 of 07, dated 07/27/ 08 and last revised on NOV21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (011 Edition) code compliance. B. Test 1. None. Isbhq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01. 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None l D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and Wh%e) Interlayer", expiring on 07/04/1 S. :"••' 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America_, fneo fer the�rikitir�osifolg • Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, exjrjjTj*on 07/087I9. *" 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical QQygpany tj4A� for ticrr• •; "Saflex Clear and Color Glass Interlayers", expiring on 05/2 /21. ..... ...... . ..... ...... ..... .... . . F. STATEMENTS •; 000000 1. Statement letter of conformance to FBC 2017 (6" Edition) and `No f:na4etai int;rest�-dateci 0 • 1 i/17/17, prepared by the manufacturer, signed and sealed by Thomas*7 S8tos, $E.•. • 2. Statement letter dated 01/22/18 of the editorial drawing changes issued by LawsA c, signed by Nelson Erazo, Senior design engineer. G. OTH-ER 1. This NOA revises # 14-0908.20, expiring 03/04/19. lshaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 E-3 D B B1 om tKD B B1 LI \� DI NOTE: OX I I XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl" 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. A Al E X\` B B1 0 XOX —Equal Lite (1/3-1/3-1/3 NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" 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. 00 0 XOX —Equal Lite (1/3-1/3-1/3 NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" 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. 00 E� D B B1 0 NOTES: XOX — Un—Equal Lite (1/4-1/2-1/4) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & E31" 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 REQUIREM , T OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUD HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED,) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. •••' 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. • • • S) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. •'•• iu.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-•LITE "XOX" WINDOWS. 1'. SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. .... 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. • 13.) kXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W,/ SILICONE : • 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 1C.) 9EE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED LYINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT 0 [w) �c GO p11 > v 'IV 7_ Co z w C; J Ztn Q o Z oLa 00 •ib THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 2 ENTIRE MULLED SYSTEM. N I 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 FLORIDA BLDG. CODE. S w RECEIVED a OCT 232018 w 2 Of e . 'Z Q PKODtjCT REVISED m �'!pp1Ying W'th till Flotida Iludding Code Acceptsnce No Zf I EViMtlon Date By ami Dale Produce Control P Q IQ E_ iJ IZ. w F z z -' d a lx� z w c.7 � z z D4 z •Q E_ Ems• O040 � o o• � x 0 4 h m ! , 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 #3 & #4. 85 3/8' OVERALL FRAME WIDTH 84 3/8" INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAIL FOR UNITS WITH DP ABOVE A Al +/- 70PSF (4 TOTAL) 1C h MAXI 4 -� MAX. q C ' Mox. D.L.O. Width D.1_-0. W'dth = 24 3/B iD —MOO -I 24 318 --��-------Ii- W W W Lj E Q D J J > Z J I 4 it K O X I� ANCHOR NOTES: I i „ I I I I I 1.SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE +70PSF / - 75PSF (4 TOTAL) NorF "XOX" WINDOW EQUAL LITE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & BY AT SHEET #3 TEST UNIT SIZE: 111" X 63" 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C, D, & E' AT SHEET 45 INSTALLATION FASTENERS 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE (14 AT FRAME SILL IF DP ABOVE 70.0) 4 I/ - +/- 70PSF (4 TOTAL) (C) 5 AT EA. FRAME JAMB p.lg1—jMAX. 4 I2 71 (MAX. O.C.) (MAX. O.C.) *SEE GENERAL NOTE #3 & #4. ~ I- L5 l7 W W W W Q a � tY � J J Q � W W � > Z O ih iu ID 0 TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP AB (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ADO (C) 5 AT EA, FRAME JAMB *SEE GENERAL NOTE #3 & #4 I (TYPICAL AT 5' ALL CORNERS) 1-7 13 1/4' D.C. _ 1/4' ❑.0 13 1/4. O.C. - _j 1 13 1/4' O.C. _ _4 1 - 5' } 5. T (TYPICAL AT { ALL CORNERS) Mo n. D.L.O. I idth ;� 33 1/ 13 1/4 D.C. I� �f II f1 \ II �I y i I I E3 1/4. O.C. � I E wc 7,___ // 13 1/4' O.C. I; O I 1 I� I II y I I I � 13 1/I4. O.C. + 1i 5' ANCHOR NOTES: } 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE 2. TWO ADDITIONAL ANCHORS REQUIRED AT APPLIED W/SILICONE AND ARE AVAILABLE AS OPTIONAL. MEETING RAILS FOR UNITS WITH DP ABOVE -70PSF / - 75PSF (4 TOTAL) XOX WINDOW - UN —EQUAL LITE NOTES: 1. SEE VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl• AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E" AT SHEET 45 Mox. D.L.O. Width = 24 3/8", E Ia // Il _ / / O O c x B B1 74' OVERALL FRAME WIDTH )VE 70.0 73' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS rE 70.0) FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) A A 1 5' {MAx. O.C.) (MAX. O.C,) (TYPI1 5' ALL C Ma ! D.L.O. WWidth - �-33-1/i{ -- � - i' rn � JL3 � 13 1/4• W = W E II .I ;ILn - II 1/4' yJ ]L / 0 ==�------= CK J 13 i/4• I,iV > 0 B- B 1 it a 13 1/4' L __ 1 L 5" f c0 (0 N) DO O U) UJ O Q z_ 1� ' V E- O 'AL AT C] CO Qi O DRNERS) _ la "Z"' V) a O) O In o z h w o J Z q Z Q 00 M o o O.C. 0 0 :zI O 1 � Z o d • .... z d co • DL•. • • • • a z •.a • ..01 ... .• U••q�" •Q• ... �f .� ¢.. a ... . z •�• z w �' • O.cs• O fy • • • C C4 • 0..• • • 0 • • ANCHOR NOTES • 1. SAME ANCHOR SPACING AT HEAD & SILL \ / EXT. & INT. FALSE COLONIIgi, g • ' • -6 O •a • • • • • 2. TWO ADDITIONAL ANCHORS REQUIRED —, —J MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE • • OD A7 MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) AVAILABLE AS OPTIONAL. i "XO" WINDOW EQUAL LITE Q y NOTES ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, A1, B, & B1" AT SHEET #3 Z a 2. SEE HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" AT SHEET #4 H m t` SERIES-8700 HORIZONTAL SLIDING WINDOW N a : s FLANGE FRAME ELEVATIONS — L.M.I.CD \ �� m , o oo��. +, U v c O ' -- s S ll. 0 0 0 b N � O o C C h 'v v 0_ S i L y O L CI m OI m O 0 u a 3? 3 a z I > O V1 O n¢ a �Q E �u E a ' 0 c 0 ro y ;A ci o PRODUCT REVISED as complying with the Florida 4- Building Code Acceptance No -) 12r cn Expiration Date 4 1s By — Miami Dale Product Contml 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 I/8' MIN. EDGE DISTANCE O v v a' ° v o a 4 o a D o d 4 D EXTERIOR GRADE) PERIMETER CAULKING w w _ _ w � U X U Qa � J Li Z W M � �' Q � 3 � a z � z z 3 3 1 01 EXTERIOR B / EXTERIOR GRADE L PERIMETER CAULKING o °4 a Q 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 d 1 1/4' MIN. a EMBEDMENT ° 4 4 v a 6 O III IiIII 1/4' MAX. ;HIM SPACE (TYP.) CLEAR SILIC❑NE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS a 1/4' MAX. o a d SHIM SPAC a 4 ° 4 1 1/4- MIN. (TYP.) U EMBEDMENT do 0 o n 4 4 0 4 0 0 d � EXT. GRADE CAULK ---\ r� d A o a 4 d 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. �VI�Y mL� 1 tititi 2X �s I' MIN. EDGE ANCE n Ytiti 1v�y. }�✓�W 2X EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) #14 S.M.S. W/ 1 1/4" MIN, EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/4" (MIN. EMBED.) TYP. 1/4' MAX. SHIM SPACE (TYP.) EXTERIOR " INTERIOR ALTERNATE DETAIL WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) SILL RISER - OPTIONAL APPLIED WITH SILIC❑NE 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #5, & #b. BY OTHERS (TYP.) WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 4 1/4' MAX. ° SHIM SPAC o ° (TYP.) 1 1/4' MIN. EMBEDMENT ° a a v 1 1/8' MIN. EDGE DISTANCE OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" ANCHORS NOTE: ANCHORS TO BE 412 SMS OR WD. SCREWS INT❑ WOOD, DR 1/4' TAPCONS or APPROVED CONC. FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Florida Building Code Acceptance No I Z. 1 Expiration Date By Miami Dade Product C waW � � K cD O O O E-• co to M to N Z o co V p o rnoLn q a C.,3 _j M w o O Z W Q- y O J z O a E- L = co a L) -a F z � 0� o z i • d o •••• to • . . • • " o ••� • N co OCD !rF • • • • `� (Ir'• O •00 • •� i o � Z � o � +' V d m m � s n a s O .0 O O h w L " . L o w L w L c Y In 0 4 10 4 N O u ;lc N 0 a LJ r� m z L �� u z z a n Q o n a is E c o E ,� y v° U Y e7� z o` a a° ue zN n F z'cs 0 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) I' MIN. EDGE DISTANCE EXTERIOR WALL FINISH —� BY OTHERS (TYP,) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING <NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 2X 1 1/4' MIN. EMB'E1IMENT 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. 21 23 rT—LAMINATED GLASS 1/4• MAX. U SILICONE ADHESIVE SHIM SPACE BEDDING COMPOUND (TYP.) t i ] 1 7 �1 34 INTERIOR ---------- - ----------- ------------- LO 28 4 EXTERIOR — EXT. GRADE PERIMETER O CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS 73' MAX, (TYP.) WIND❑W FRAME BUCK WIDTH LOCK ( LATCH AND SWEEP) OPTIONS I. 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. 74' MAX, —WINDOW FRAME FLANGE WIDTH- "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER ❑F 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, DR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATI❑N INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED)', 1/4' MAX. SHIM SPAC (TYP.) EXT. GRADE CAULK(K) — o O h Q �o Q q W Z o to `OUD �i:: z a r) 00 O PT. WOOD BUCKS tO10 v d - o oa M0 q a E-- v o V) d z z o In W y W J Z O Z .0o`no O 0 uJ = q d rl o 1/4" TAPCDN W/ I 1/4' m CD zz[L MIN, EMBEDMENT INTO CONC. j 0 a o (SEE ELEVATION AT SHEET 42 Z Z ,_, co o FOR MAX. FASTENER SPACING) . �. 1 o 3 tx •..� F 4 _—_ •• � ••%1 d Ci 2• • •• ••. 1 1/4' MIN. • .• • Z Z••� EMBEDMENT •� ��• •� O �� v 1 1/8" MIN. zn k. .•.� ° EDGE DISTANCE �� w ••4i O Q•••:• ��•'�t�+ d • • • • �,,.� �+ .` • ..� d d H1 ••� I � v V) x C H a U ¢ H v rn o � � ------------ --- o N a tl � o •'�\.. 41 U p N -- O (V O Q, m m S N d o o c h H S 4' v t L W t W L � O v m N O C C N w w ° z a 00 z z a i _ > 00 o 2' a E -0F O 0 m y U a IdF. O C C PRODUCT REVISED ' s� as VVttil tfte Florida d.0'V s BuddinglYing Code." Acceptance No 1 - r 1Exptration Date a 4 By I Miami Dade °duct Control # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET A2 FOR MAX. FASTENER SPACING) I/4' MAX. 21 22 $HIM SPACE / (TYPJ -CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND MINATED GLASS � [—/-6 EXTERIOR 12 c sklilliFt MOD EXT. GRADE t CAULK — WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE 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 (TYR) • 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 412 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) C4 O < .PT. WOOD BUCKS Q p Z E tD to Z a a- r7 O I/4' MAX. SHIM SPACE a Q rnLO V U a o O1 0 a z V LMF APCON W/ 1 1/4' `� W BEDMENT INT❑ CON& ? w 6 O p W r' ELEVATION AT SHEET 42 Lo w = Z Z `XAX. FASTENER SPACING) co m � q o Z co 1 1/4' MIN. : • :•••{s a •0 EMBEDMENT •• •.• o -q ••• •• (�••R ¢ �U� o a I 1/8' MIN. ••• • V • 'E,r • EDGE DISTANCE �•• • Z:� �� c� • EXT, GRADE a �•• •O� W • � � p EOCAULK 4.. • . x :• O:O •� r.3 its co Q co b ti H ro P, j,Cu o O 0 0 U N N O ^� tA w ° ° 4 C h S p o In +' W W 41 L L c a o Qf U O? m N O N v 3 Li; W W Z � y V A C _ C z z i > o V o :J � as a 2¢ E o E a U CO U Co V o yv z n _y¢ O Z ,0 4r'1 p 2 PRODUCT REVISER e' = ` `' as CO -plying with the Florida Building Code o � .. x 1 y Acceptance No F W ,.- Expiration Date By w Miatni D Product Contra d q DESIGN L f•/ CAPA OX or • WINDOWS I) • • + Pressures • • • Glass • •ems • • • • all *14 *81 nor -no �100K-31xfm ® ,. as . , . ! . , . 1 !, „ !! t, :!/ :t, ■ :/1 :,, Notes (*) : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. Ox XQ I � 1 2 � SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DPy+�crRE�ISFA aotnpiymg with the Fkwida Building Code Acceptance No I -2 Lj 2 • I Expiration Date o �00 o (D rn C)n -j o VMJ A a� �C o � z d W Z sr o X to O i � 0 < Lo 2 tL 00 CL 0 o o� o cc o • • 0 0 ..• .4 ziak • p lit o.... Z ••• H = • • • • CD Ga ��..Z CO Q� z q H Q, Q, Ln i N m d S v a 0 O O VJ o v 0 m N O C N u a Q Z to a z Z > oLn , ° a E v E < tiC 0 1z V •� a z` rz - r� F i? TY} 21 0 F r e Cont"'I DESIGN LOAD CAPACITY PSF - XOX WINDOWS with Un-E ual Lite 114-112-114 o � A ° "' m '" o CP o to � Z w o C 00 Z Z � j j ..� • • �' • • �, .. ..� H .j : t; Ul ..' N �•• ,•� Q z w a d ¢ w C7 ¢ z o o z t o " z c N • ,•,� z •�••�*• :w +/, Pressures ( sf) FRAME SIZE # Jamb Anchors # H & S Anchors „ ., Glass T pe B 2) G lass T pe C ( 2) Glass Type D ' ( 2 „ Glass Type E 3) ., Glass T Pe F ( 3) G lass T e G ( 2 WIDTH HEIGHT + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 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 8 0. 0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 1 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 o a, •� • 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 7 0. 0 75.0 65.0 75.0 65.0 75.0 52.0 5 2. 0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75,0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .. 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •• C6.0--/ r -60"1 5 7 - - f52, 0) r52-0 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 ' e 84 60 5 8 - - 52.Q 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .. 967 f60- 5 10 - - 5L 2-0 �52-07 65. 0 75.0 65. 0 7 5.0 52.0 5 2.0 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 50.62 5 4 7 7 0.0 75.0 7 0. Q 75.0 65.0 75.0 65.0 7 5.0 52.0 5 2.0 65.0 7 5.0 `I Q z x 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - - 5 2. 0 52.0 65.0 75.0 65.0 75.5 52.0 52.0 65.0 75.0 a a Q m �� - d 79.5 1 38.375 4 9 - - 52.0 52.0 65.0 1 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 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w W 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - - 5 2. 0 52.0 65. 0 75.0 65. 0 7 5.0 52.0 5 2.0 65.0 7 5.0 0 0 U O U 106.25 50.625 4 11 - - 5 2. 0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 U Z 2 g 0 a N > m o ; M o Ln _ o� m o o N W Z N z 106.25 58 5 11 - - 5 2. 0 52.0 65. 0 75.0 65. 0 7 5.0 52.0 5 2.0 65.0 7 5.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ill 26 3 11 - - 5 2. 0 52.0 65.0 75.0 65.3 75.0 52.0 52.0 65.0 75.0 ill 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 �' " a ill 58 5 11 1 5 2. 0 1 52.0 65.0 75.0 65.0 750 52.0 520 65.0 1 75.0 sfa .' " doh s �:a Q 111 63 5 11 - - 52,0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 REV[S&O I \ Notes l * 1 : 1,) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. Budding Cade on Acceptance Noll- 2lz c 7 Expiration Bate A t r, p 82 _ By -F" SILL RISER - OPTIONAL 20APPLIED WITH SILICONE ! 1 l FOR DP ABOVE +70.0 PSF 2 (+80.0 DP MAX.) XOX - Un-�Lite DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3- + / - Pressures (psf) FRAME SIZE # Jamb Anchors # H & S Anchors Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2)1 Glass Type "E" (* 3) Glass Type WIDTH HEIGHT + psf - psf + psf - psf + p - psf + psf - psf + psf 60 24 3 7 80.0 80.0 80. 0 80.0 65.0 75.0 65.0 7& 0 52.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 60 36 3 7 70.0 75.0 70.0 7& 0 65. 0 75.0 65.0 75.0 52.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52:0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 74 38.375 4 9 - - 52.0 52'. 0 65.0 75.0 65,0 75,0 52.0 74 50.625 . 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 79.5 63 5 9 - - 52.0 52.0 65. 0 75.0 6& 0 75.0 52.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 84 63 5 1 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 Notes (!:: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. � a XOX -Equal Lite r/) x lc �:: y "F" (* 3) Glass Type "G" (* 2) C)o ° to co z d S - psf + psf - psf 2 "' E- � 52.0 65.0 75.0 o `° U CY 52.0 65.0 75.0 rn o in _j Z O z m 52.0 65.0 75.0 L� M z W o o 0 o Z a ,n° °°_ x �, z w o h 52.0 65.0 75-0 52.0 65.0 75.0 C' 52.0 65.0 75.0 j :•• `z �, '•� F 0 0 z : 0 o x 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 •• 52.0 65.0 75.0 •• •�• N• 52.0 65.0 •• 75.0aq A W a �•••• 52.0 65.0 75.0 �; •.. • ~ • ] • • k'4 Z o z 2. Q "' ` • r 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 o 52.0 65.0 75.0 52.0 65.0 75.0 - 52.0 65.0 75.0 V N U 8 N (V 0 0 a^ 52.0 65.0 75.0 p, V, 00 a, S v v w o h 52.0 65.0 75.0 52.0 65.0 75.0 S + C' U i O a z LL O N a N a 52.0 65.0 75.0 52.0 65.0 75.0 Z i a (1, > W u o w .Q ` E u o Q E z z o 52.0 65.0 75.0 52.0 65.0 75.0 i¢ U o U o m 4 m � a 3 _ 52.0 65.0 75.0 52,0 65.0 75.0 52.0 75.0 te w «y as Complying Building Cade with the flotiQa Acceptance No Expiration mate 1-11AZ-0 : Tn z,, o K i f I 2 r G SILL R I S [! a fi' 1 Or O6ct Contml z APPLIED WITH SILICONE , F❑R DP ABOVE +70.0 PSE (+80.0 DP MAX.) - W E- d O 'SILICONE OPTIONS'; DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 0.600--� -I GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE B ITEM GLASS DESCRIPTIONS DETAIL .0.090• - - - - - 1 0.340 LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS-_ SAELEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION I3 DETAIL LAMINATE DESCRIPTION 1 LA 1/9' HEAT-STRENGHTENED GSS Ins _- 111 TROSIFOL PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER - _ _ _ -0.090• - _ _ _ - 1� 1 2 o.340 3 1/8' HEAT- S TRENGHTENE D GLASS LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION I 3 DETAIL ! 1%T7- .ao90• - _ _ _ _ _ 1 1 2 0340• - LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS SAELEX PVB by Eastman Chemical co. 2 0.090' PLASTIC- INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION I (3 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS -1*T --- TROSIFDL PVB by Kuraray America, Inc. 0.090' 4 2 0.090" PLASTIC INTERLAYER - 3 1/8' ANNEALED GLASS 'SILICON[ OPTIONS': DCW CORNING 899 SCHNEE-MOREHEAD 5731 0.6Do. —� - TREMCO SPECTRUM 2 GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION 5 DETAIL 1 ._ _ _ _ ___ } -1(D .ii4• Its" '_ _ _ - -= _ 090' 1 1 1 T-77t/ " - _ _ _ -= 1 3 0.3+0= LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS SAELEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER 3 1/8" ANNEALED GLASS 4 1/4" INSULATED AIR SPACE 5 1/0- ANNEALED GLASS (X) INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION 5 DETAIL } I ® .1/4• Ise— _ _ _.___._ OyO " - _ _ _ -- +q 1 3 0.340 LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS TRDSIFUL PVB by Kuraray America, Inc. 2 0,090' PLASTIC INTERLAYER 3 1/' ANNEALED GLASS 4 1/44' INSULATED AIR SPACE 5 1/8- ANNEALED GLASS (_) INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION 5 DETAIL 1 + �- li4 �"! its,I .090• f / LAMINATE DESCRIPTION 1 I/8" HEAT -STRENGHTENED GLASS TROSIFOL PVB by Kuraray Americo, Inc. 2 0.090' PLASTIC INTERLAYER 3 1/8' HEAT -STRENGHTENED GIL 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (■) (x> WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, GLAZING DETAILS AND OPTIONS # 12 X 3/4' S.D.S. ALUMINUM MULLION FLAT HEAD, PHILLIPS. SEE MULLION APPROVALS FOR [FOR SEE ELEVATION AT SHEET #2 MULLION TYPE, SIZE AND MAX. MAX. FASTENER SPACING ANC DESIGN PRESSURE LIMITATIONS. P TABLES FOR QUANTITY) (ALUM. 0078' MIN. THICK) 1\ NOTE: THE LOWER PRESSURES OF THE i 1 INTERIOR it WINDOW OR MULL SHALL GOVERN I I I I I, ,1 I, I I, ,t 1 E E ,I 1V'I ------- I ---------------- EXTERIOR GRADE ' WINDOW FRAME PERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. # 12 S.D.S. X 1 1/4" L. SHIM (SEE ELEVATION AT SHEET #2 _$=1 INTERIOR FOR MAX, FASTENER SPAC)NG) I PERIMETER WINDOW FRAME NOTE: SEALANT 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) E 1 METAL STRUCTURE ATTACHMENT DETAIL HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS I L-7703 I 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 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTT❑M RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 i 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 #6 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD. INSTALLATION SCREWS #14 SMS F.H./PHIL. • 14 L-7531 AS REQD. 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 0 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP 1B7' w x .310' h • 18 L-7711 AS REQ'D. GLAZING BEAD C INSULATED) 6063-T5 ALUMINUM w 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 1A 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 @ CLIP #8 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-8630 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 x 2 LAMINATED GLASS See Details @ L.H. of sheet 9 34 x AS REQ'D. GLAZING SILICONE See Details @ L.H. of sheet 9 35 ❑PTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36::: SM-5504 AS REQ'D. JOINT SEALANT E 37 AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL I}RODU/CT REVISED 8S complying with the Florid& Building Cod" Acceptance No • I FXplimfion °df +iss 13Y Miami Dade Pro&ct IAA O O ID 0 to M 00 Z ,y E� a • C V, 4 rn Z E- m C .. d -1 i r•) 3 v (/j W zW O O o y o .- Z 0 a J 00Li 00a G= I 00 O z z in I a :••.�� O G�7 00 • -4 ICY • • • ... z • ••� Hi 9 z • sre C) • ul • • • • H tL1 W •�• +�", O W Q CJ • •• • CD • w • •Ty • CC) a Z • G H Cn tlp S i-• a ,.0 o U N c O N o iS ww w w 0 0 p m C 0 q d C y t L t " o CD G+�+ U O U N O o OO n N u a -a \ W a axe p Z a, U c r U c Z 2 > O V1 O_ +J its E E a J U U p a 6 o S S3 CC AA _ a�y;o 0 k7� :•y FRAME HEAD L-7703 1.250-1 003 2.643 .062 2— PVENT L439 1 FRAME FIXED JAMB L-7701 750 .062 SILL TRACK L-8702 O9 A93 F I L21n I 12 \ 12 � TOP RAIL FRAME JAMB Z VENT TOP CORNER VENT JAMB RAIL \ VENT LOCK RAIL FRAME JAMB O \ FRAME TOP CORNER \ FRAME HEAD O • • • FRAME 0TTOM CORNER 8FRAME MEETING RAIL •• • \ FRAME SIL ••• • • \ • ••• '� 0 O cC p co M i a V M 0 i Z } ^ -i z Q 0 0 Q DOp M 0- � • . .. • • • • • • • a • •' 4 • tr • • p Q Z W w ra Q > W z d w .. E- Z• 0 N 0 Q • O K4 O CO •4•• �I W a o o o y I R44 2.651 SILL RETAINING CLIP L-8705 10 1466 A62 co . 2 a • • • • • • • •i x • t FRAME SILL L-8701 2.374L .062 FRAME VENT JAMB L-8703 �2Aoo . ----� --A62 2.643 VENT SPRING LATCH 062 L2I35 j .698 1 H � VENT BOTTOM RAIL 1 1z FRAME SILL / MEETING RAIL FRAME SILL ma � Y a M �—A62 VENT INTERLOCK RAIL L-7705 OL-7707 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL A62 2.062 2285 A78--- -- 1.504 1.375 062— — 1.165 G() b VENT BOTTOM CORNER t2 FRAME & SASH CORNER ASSEMBLY DETAILS m c s u Z ` Za o v c '6 75 > � w o m o 3 '? w o, — a E oC U w m LL 3 o_ E o a 0 ¢ Q' W z a, tl a Ce W z m S SS a a a - o„z < 0z"' v ^ � � � r� � `� o eX t5 . '. ' icy bm d' pal F '�� I a R11 mu€Qt�I E— VENT JAMB RAIL L-7706 O rz 2A00 L450 -- 062 ---L235 SILL ANCHOR CLIP L-8830 OL-7711 32 r 185 rA94 {y l 2.794 GLAZING BEAD L-770$ 1 p50 .850 —.773— GLAZING BEAD 18 .850 .050 --.773 SILL RISER ADAPTER L-8706 20 .500 1'250 -4-050 PRODUCT REVISED as complying with the Florida Bulding Cade AcceptanceNo - l 7- j 1 . 1 Expiration Date G4JII 9 zcia7t By ✓.... 1V:iami Dade Pro$uct am ANCHORS — ,A) 3 AT FRAME HEAD (C) 3 AT FRAME SILL (D) 5 AT EA. FRAME JAME EXT. & INT, FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: Moxi Q.L.Oy i0th 00 t ------- �= ---=---------- ____ y�---------- \„ ---- --------------- ------- � f 36 N I � � o �u Iu i O J Ii N a in Q . N Y V ti0 Y U 0 J �1 0 ft) Q CU ID ANCHORS: (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL ,(--ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) 'J r- 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) 0 // h ; i \ -5/8" - -- -' - - 00 - -- --------- - i p Y \ / ( / _ uj I ixed Bracket 6" (MAX.) $ `I4'A ' at 8" from end. (MAX. 25" 0. . • (Typ. at all Fixed 74' WINDOW FRAME WIDTH Lite Corners} WINDOW FRAME WIDTH "X" ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS 6" 25" O.C. MAX. ( ) 37' WIND❑W FRAME WIDTH A)2 (MAX.) (TYPICAL AT ALL 38 CORNER' I. (M / 1 A Al CD3d; +n 5 8" - - Wid Etl' -- - ------_ - - o — --- - ------------ r'--;� - OJ - r / ? h : ti ^ 0 ` El /% j j � D I W o ( J o / /________ i Fixed Lite racket at p Q O Q O a, r- L1 N i mid—SQan. J O XQ i� li N h h to Ln O 3 D 0 ---------- -'--_�----- 00 I B1�\ \ i a 1 6" (MAX B —I 4"P-i 4'I—- (MAX. 4" 25" O.C. (MAX.) 74' 1.) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 - 5th Edition & 2017 -6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRED SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE 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. 6.) 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 #2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9-) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W// SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +%- 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET # 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE t WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1 /8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TD BE #12 SMS DR WD. SCREWS INT❑ WOOD, OR 1/4' TAPCDNS or APPROVED CONC, FASTENERS INTO CONC,, WITH A MINIMUM DF 1 1/4' PENETRATION INTO W❑OD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) T EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS ❑PTIONAL, #q'0DUC f REVISM as compkVing with tht >F'aSoriitlt ag C"* Aeceptaecc Ne 17_ fVZ •2-2- 4 A14-1i f • �6t�rvt.Jr 1 5/32' 1/4' TAPC❑NS W/ EDGE DISTANCE 1 1/4' MIN. CONC. EMBEDMENT STUCCa (BY OTHERS) n PERIM. CAULKING BY OTHERS (TYP.) 1+ s 0 /—ALL P.T. WOOD BUCKS 1 5/32' # 12 S.M,S. or WD. SCREW W/ / ENGINEERED SEPARATELY EDGE-- x 1 5/32' & TO BE REVIEWED DISTANCE % 1 1/4 MIN. WOOD EMBED EDGE j BLDG. OFFICIAL (TYP. :"ri :,., DISTANCE 43 ! Yi4.n• ° .� 47 / 1 1/4"STUCCO (MIN. EMBED.) v Q v METAL LATH y iy ;f� (BY OTHERS) ° & STUCCO. 43 (BY OTHERS) 50 47 1 1/4„ 50 (MIN. EMBED: - 1/4' MAX, FSHIM SPACE 2:K WOOD 17 EXTERIOR GRADE `17 BUCK (TYP.) PERIMETER CAULKING BY OTHERS \-ALL WOOD FRAMING i (TYP.) 1 ENGINEERED SEPARATELY 1 �15 1 & TO BE REVIEWED � BLDG. OFFICIAL (TYP,) A� � 17 ! 18 42 �; �� it i! is .i !i i! _ _ it i EXTERIOR �! INTERIOR 2 w EXTERIOR it !! 1; ;I w = !� j! INTERIOR _ ! 14 51 ,� _ GLASS it it Z 2 13 it ;, !i i! J w J !i i! ! 't J � r a 13 �' 118 42 a !it ! it n > CB) 17 n n 17 EXT, GRADE PERIM. CAULKING (TYP,) 23 26 STUCCO 24 � •a' (BY OTHERS) a A 44 d 2 3/4' EDGE DISTANCE 1/4' MAX MAX. EXT, GRADE SHIM PERIM. CAULKING - - - -- CTYP.) 1 1/4" a (MIN. EMBED.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) 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, ❑R 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO C❑NC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) t2 '�'=a aavoaaau �V,A A PRO SSIO AL LI # fL25I �t -- - r t =a rz. 3, �a i p }- G 2X WOOD' BUCK (TYP.) EXT, GRADE PERIM. CAULKING (TYP) 1X or 2X—' P.T, WD. BUCK v n ° ° ALL WOOD BUCKS r� Q v ENGINEERED SEPARATELY & TO BE REVIEWED 43 BLDG. OFFICIAL (TYP,) 47 (MINI. EMBED.) ,-2X WOOD BUCK ANCHORED TO CONC. —� T❑ BE P.T. (TYP.) 3/4' EDGE D 1/4' MAX. SHIM SPAC 16 ••• ...... D ...... .... • .... . .. ..... INTERIOR .. .. .. .. ...... ••••.. • M emptying vsltt k • • \ J jvAding Code ,4,careptsnce Nu FA*n "Dote_ 1/4' MAX. SHIM SPACE 1 f/4` (MIN. EMBED.) Re A. Re Notae: LA WSON A. Revised to Comply w/ 2010 FBC 8501 N.W. 90 ST. B. Renewal and Revision to sheet 5 & 6 of 7 MEDLEY, FLORIDA 33166 INI:>USTRIIE3S, INC. PH No. (305) 696-8660 C. Revised to Comply w/ 2014 FBC !MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS Draw Ctaae: Part Ctaae Prod Category: Series/Modal Item Reference �: Rev{afora if: D. Revised to Comply w/ 2017 FBC NOA I ASSEMBLYJ WINDOW 3200 LCNOA 08-01 D'a'U" ay. N. ERAZO D.� %27/oB Series: 3200 Outswing Impact Casement Window Revised By: Dam RauiVERTICAL CROSS -SECTIONS, DETAILS & NOTES N. ERAZO il/01/17 Ol Revision Level• Sedic Product ftvf rerwe Number: Drawing Number: Stwel D CASEMENT3200-08NOA-01 L3200-0601 2 OF 7 PERIMETER CAULKING 1 Al /4'• ASS FIXED VENT (� ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED STUCCO BLDG. OFFICIAL (TYP.) (BY OTHERS) OVERALL FRAME PERIMETER CAULKING OVERALL VENT 15 18 7 38 39 DAYLIGHT WID- 3 EXTERIOR :.� 21 12 16 48 n GLASS 43 o - - -----'--OPERABLE VENT 1/4' - v TAPC❑N 14 51 18 18 (MIN. EMBED.) 2 42 INTERIOR 42 v r- • ° 47 17 21 17 16 r 1/4' MAX. l SHIM SPACE OD 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' TAPC❑NS or APPROVED C❑NC, FASTENERS INTO C❑NC„ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR C❑NC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 21 L7 C 3 EXTERIOR INTERIOR J�4 — 1 ' (MIN. STUCCO <BY OTHERS) OVERALL VENT WIDTH DAYLIGHT WIDTH 39 38 7 18 15 3 . 21 12 16 48.•' 13 - - GLASS ° . 43 n A¢ wr ---- - ._._._._._._._._. A - t OPERABLE VENT - - - - - — 51 TAPCON L_- ---� --------------- 1/4" 2� (MIN. EMBED.) 42 � 47 16 17 17 ° 1 a . ALL WOOD BUCKS ENGINEERED SEPARATELY —� ? & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P,T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOAD S 1/4' MAX. SHIM SPACE PERIMETER CAULKING 15 lz 3 21 EXTERIOR _P 12 16 48 u p z - - (U 43 `" GLASS A 43, ° -I r 1/4' iED.) p TAPC❑N 14 51 1 1/4 1 8 (MIN. EMBED:) 21 35 zo ° 47 11 INTERIOR ° 17 17 16 ALL WOOD BUCKS a . ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) .... ...... • .... ...... .... . .. ..... .. .. .. .. ...... ...... ...... m ampi)ug %iti the pArw fEsv"ng emu Aocrptaece No 17-12 it Z- 22 pEiper d m Dret j(I !( 4 �- `� . t Lid A IA W-W ftdfi`ro+lra i trul EXT, GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) FACE CAULK BY OTHERS (TYR) LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE 42 1 X VENT 5/16" INSECT SCREEN — OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LI1-164 1 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063—T5 ALUMINUM (3" L.) 48 L-3009 L11-159 AS READ. GLAZING BEAD — 7/16" 6063—T5 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 50 8 X POST IN —POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 51 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 10 BY OTHERS (TYP,) FRAME PERIMETER CAULK DETAIL SUBSTRATE: CONCRETE DR P.T. WOOD BY OTHERS (TYP.) 1/4' MAX. SHIM 1 1' 4" (MIN. EMBED.) 1 5/32' EDGE DISTANCE ALTERNATE ANCHORING AT SILL 2X WDDD- BUCK (T•YP,) 1 1 /4"' — N. EMBED.) EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) ALL WOOD BUCKS / ENGINEERED SEPARATELY & TO BE REVIEWED BLDG, OFFICIAL (TYP.) i i # 12 S,M,S, or WD. SCREW W/ 1 1/4" MIN, WOOD EMBED _ � I PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO 1/2" AND EXTERIOR GRADE SHEATHING (BY OTHERS) QWOOD FRAME INSTALLATION DETAIL SEE MULLION APPROVALS FOR �-- MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR MULLION SHALL GOVERN. # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING PERIMETER—/ L—WINDOW FRAME SEALANT 3A MULLION ATTACHMENT DETAIL wrPtY g seg �alie ,T .- Aaccptaece 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 L-3002 LII-115 1 FRAME SILL 6063—T6 ALUMINUM 3 L-3002 LII-115 2 FRAME JAMB —HINGE SIDE 6063—T6 ALUMINUM 4 L-3002 L11-115 2 FRAME JAMB —LATCH SIDE 6063—T6 ALUMINUM 5 L-3004 1_II-119 2 VENT TOP RAIL 6063—T6 ALUMINUM 6 L-3004 1_II-119 2 VENT BOTTOM RAIL 6063—T6 ALUMINUM 7 L-3004 LII-119 2 VENT SIDE RAIL —HINGE SIDE 6063—T6 ALUMINUM 8 L-3004 LII-119 2 VENT SIDE RAIL —LATCH SIDE 6063—T6 ALUMINUM 9 L-3003 1_II-116 AS REQD. IN —POST 6063—T6 ALUMINUM 10 L-3006 L11-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063—T6 ALUMINUM (3" L.) 11 L-3005 1_II-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063—T6 ALUMINUM (3" L.) 12 L-3010 LI1-7708 AS READ. GLAZING BEAD — 5/16" 6063—T5 ALUMINUM 13 L-7531 L-7531 AS REQD. GLAZING BEAD BULB VINYL PVC VINYL. • 14 SM-5731 AS REQD. GLAZING SEALANT — SILICONE ; * . • • • ..... 15 L-3012 LI-110 AS REQD. WEATHERSTRIPPING — FRAME/VENT. PVC 'VINYL.••" •� 16 L-3011 LII--•133 AS REQD. GLAZING BEAD 11/16" LAM./INSULs 26,4_—T5 ALUMINUM •�� 17 L-3013 12 CORNER KEY PER FRAME .". ; • • : • • 18 L-3013 8 CORNER KEY PER VENT ..... 00 . 19 L-3013 4 X POST CORNER KEY PER IN —POST • *••• a..'.; �•• 20 8 FRAME ASSEMBLY SCREWS : *gll: X 1 " PH- SMS . • 21 8 VENT ASSEMBLY SCREWS #LO X 1 •1•�PH SWO*'• 22 2 X VENT 4 BAR 99 HINGES — STD. & H.D.• * - .. . .. • • • • . 23 2 X VENT 4 BAR 45' HINGES — STD. & H.D. * .. . 24 AS REQD. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. B 25 1 X VENT VENT OPERATOR — DUAL or SINGLE 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL. SDS 27 1/ OPER. STAINLESS STEEL "C" TRACK 28 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PHIL. SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.H./PHIL. SDS 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 Revision Notee: A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 & 6 of 7 C. Revised to COMDIV w/ 2014 FBC D. Revised to Comply w/ 2017 FBC Drown Dy: Date Droum: N. ERAZO 07/27/08 Revised By: Date Revised: N. ERAZO 11/01/17 Revision L—et. D Scale: LA WS ON MEDLEY, FLORIDA 33166 INDUSTRIES, INC. PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Ciaas: I Part Gass: I Prod Category: I Serita/1/udeL• I Item Reference /: 1 Revision *: Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS Product Reference Number: Drawing Number: SAaet- CASEMENT3200-08NOA—01 L3200-0801 1 4 OF 7 5 16" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRDPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER ao90 tL" 4 TROSIFOL PVB by Kuroray America Inc. or Saflex PVB by Eastman Chemical Co, 0.340' 3 1/8' ANNEALED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. .0.I0• .tom• 0.340' - 3 1/8' HEAT -STRENGHTENED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION DETAIL d-_---_-- _ 1 /$ 0,090" �@• I 0.340' I 1/8' HEAT-STRENGHTENED GLASS 2 INTERLAYER Sent SentryGlass Interlayer by+ Kuraray America Inc. 3 1/8' HEAT-STRENGHTENED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION j DETAIL T 187' - f .0.090• 0.460'-J 1 2 3/16' ANNEALED GLASS 0,090' PVB INTERLAYER Saflex, PVB by Eastman Chemical Co, 3 3/16' ANNEALED GLASS 11/16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION DETAIL ' # ® -4- .oso' f I j 0.340 I 1/8' ANNEALED GLASS 2 0,090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS 4 1,'4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS LAMINATED GLASS TYPES 5/16" Laminated GLAZING BITE 7/16" Laminated 11/16" Laminated/Insulated I GLAZING OPTION DETAILS NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). Flange Frame Window Glazed with _. 3200 Impact Casement Window Configuration:..X" Glass Type "A" Glass Type " B" Glass Type "C' Glass Type "D" Glass Type "E" 5/16" Annealed Glass 5116" H.S. Gass - PVS 5116" H.S. Gass SGP 7116" Annealed Gass 11/16" Annealed Gass Size Code _ Width (in) Height jHead/Sillj Anchors Jamb I DP{+) - psf I - DP(-) .. psf .. DP{}) psf -�-) ._ ..._ psfI _a'{+} ._....___��"�_..._ psf psf DP{+) ... psf DP�..%.... psf DP(+) _. PSI` _ . DP(-)..__.. psi' 12 19.125 26 2 2 59.0 %0 70.0 82.0 70.0 82.0 70.0 7&0 70.0 73.0 13 19.125 38.375 2 3 %0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 N W 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 N_ 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 N 16 19.125 74.25 2 1 5 59.0 59.0 70.0 82.0 1 70.0 82.0 70.0 73.0 70.0 73.0 } F- 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 EjH33 26.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 O H34 X. 5-) (50TI 25-1 3 4 t59.0-, * (59.0- 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 0 O H36 26.5 74.25 3 1 5 59.0 59.0 70.0 1 82.0 70.0 82.0 70.0 73.0 70.0 73.0 U 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 • 73.9 7i7'ti " 7� 0 24 37 50.625 3 4 59. 0 59.0 70. 0 82. 0 70. 0 82. 0 70. 0 '?3.0 • 7(hQ • 73. O o o 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 •'730' ram, 0 e 74&4 • • 26 37 74.25 3 5 59.0 59.0 70.0 82.0 - - - - • ::... 2020 24 24 2 2 59.0 59.0 70.0 82.0 82.0 70.0 e . "r ;7a 0 2030 24 36 2 3 59.0 59.0 70.0 82.0 T70. 82.0 70.0 • •7a.(le Z0. 02040 24 48 2 4 59.0 59.0 70.0 82.0 82.0 70.0 0075.40 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 • 3.i 70.40 73.0• 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73. 0 • zG a . T3.0' • 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 ' . ]3. Q T . CL 2." • 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 ' 7pq' 73.0 N 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 (A 2650 30 60 3 5 %0 59.0 70-0 82.0 70.0 1 82.0 70.0 73.0 70.0 73.0 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 1 82.0 70.0 73.0 70.0 73.0 a 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 C) C)2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 E 2850 32 60 1 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73,0 2860 1 32 72 3 5 59.0 59.0 70.0 82.0 1 70.0 82.0 70.0 73.0 70.0 73.0 3020 36 24 3 2 59.0 %0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3030 36 36 3 3 59.0 59.0 70.0 82.0 7& 0 82.0 70. 0 73.0 70.0 73.0 3040 36 48 3 1 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3050 36 60 1 3 5 59.0 59.0 7& 0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3060 36 72 1 3 5 1 59.0 59.0 70.0 1 82.0 - - - - - - �5 rwws.e.r..r�i Revision Notes: A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 of 7 C. Revised to Comply w/ 2014 FBC D. Revised to Comply w/ 2017 FBC •mu,n By: Date Drawn N. ERAZO 1 07/2 By: Date R, N. ERAZO 1 Level: D Scale: MOL,uct REVISM "at;rletpt e? witb the FipeM?•wa itl"ag Cwe Awposirce Ne '•- 1'-1 - FRAr t"D Mte i6laelt rdocv C:ttrFMtbt LA WS O 1 MEDLEY, FLORI AT 33166 INDUs'TRIE--3, INC. PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUNINUY WINDOWS AND CLASS DOORS Draw Close: I Part Cuss: I Prod Category: I SerieslModeb I Item Reference /: I Rev(e-am ►e Series: 3200 Outswing Impact Casement Window 7 GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS Product Reference Nwnt w, Drawing Number: Sheet CASEMENT3200-OBNOA-01 I L3200-0801 5 OF 7 5 16" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION I DETAIL e- ins 1 1/8' ANNEALED GLASS 2 OA90' PVB INTERLAYER TRDSIFDL PVB by Kuraray Americo Inc, or Saflex PVB by Eastman Chemical Co. I 0.340 3 1 1/8' ANNEALED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE "B ITEM DESCRIPTION DETAIL i 1 1/8' HEAT -S TRENGHTENED GLASS lie, _,_ ------ .0.0so% 1j f 0.340' 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 1/8- HEAT-STRENGHTENED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE C" ITEM DESCRIPTION DETAIL _ ir& .0.090; 10,340' 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGloss Interlayer by: Kuraray America Inc. 3 1/8' HEAT-STRENGHTENE➢ GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION iDETAIL . 1S7' .o,0so 1 3/16' ANNEALED GLASS 2 0,090' PVB INTERLAYER Saflex PVB by Eastman Chemical Ca. } 0.460 3 3/16' ANNEALED GLASS 11 16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION DETAIL ® 1/4' 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS 090 1j 11 A 1/4' INSULATED AIR SPACE ! (2j$' `_ _ 5 1/8' ANNEALED GLASS I I 0.340'� LAMINATED GLASS TYPES 13 14 51 9/16° GLR ING BITE 5/16" Laminated GLAZING BITE 7/16" Laminated GLAZING BITE 11/16" Laminated/Insulated GLAZING OPTION DETAILS NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). Flange Frame Window Gazed with. 3200 Impact Casement Window Configuration: ")W', ..Xa' or "OK' Gass Type "A" Glass Type " 9' I Glass Type "C' Glass Type "D'' Glass Type "E" 5116" Annealed Gass 5116" KS. Glass - PVB 5116" KS. Gass -SGP 7M6" Annealed Glass 11116" Annealed Gass Size Code Width in Height {in) Anchors Head/Sill Jamb DP(+) . psf DP{-} psf psf psf psf psf psf psf DP{+) psf DPI,-).-__ _. 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 N 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 to 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 }, 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 82.0 MID 73.0 70.0 73.0 H 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 0 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 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 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 U 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 ..711G. 73.0 D25 74 63 1 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 %.73.0 .7.0.9 • 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 MO ...130 •3G0� .7.%Q; 3030 36 36 4 3 70.0 70.0 70.0 73.0 70.0 1 82.0 70.0 "13.0 70.0 •73.0 . 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 .0 ZO.IJ. -73.0 • 3050 36 60 4 4 70.0 70.0 MO 73.0 70.0 82.0 70.0 e.7�,O .70.00 • 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 N 4030 48 36 4 3 1 70.0 70.0 70.0 73.0 70.0 82.0 1 70.0 1"75:3 70.0 73.0 U) 4040 48 48 4 4 70.0 70.0 70.0 73.0 MO 82.0 70.0 7:3 0 % 70L ' Me* • W 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 ..73:0 70.0 .73LL: J 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 '. a-%D 73.0 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 1 82.0 70.0 73.0 70.0 73.0 0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 E 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 1 70.0 73.0 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6050 1 72 1 60 1 6 4 70.0 70.0 1 70.0 73.0 70.0 82.0 70.0 73.0 70.0 L 7-30 1'It13 uc f REVIM " C6104082 with the hu"nz Code Aocerstauce No I �--� Kapiruisa Date Y` l ��ar' !!itierr . Cop(alai inu PRQBF�R �F.L a xu1� ��a�� `� Revisimt xaee°: A. Revised to Comply w/ 2010 FSC LAWS ON e501 N.W. so sT. 4;1�" MEDLEY, FLORIDA 33166 ; a e. Renewal and Revision to sheet 5 & 6 of 7 INDLTS'rRIE E3 , IST _ PH No. (305) 696-8660 C. Revised to Comply w/ 2014 FBC €" d f„ MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS D. Revised to Comply w/ 2017 FBC Draw Class: NOA Part Class: ASSEMBLY Prod Category: WINDOW Series/lfodak 3200 item Rejerer+ae /�: 1.1-Cl OB-01 RevWon era" ` By: N. ERAZO aww Date 07 /oe Series: 3200 Outswing Impact Casement Window - - A or � .; n -"� GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX-OX-XO" UNITS Revised By; N. 1''12A20 Date Revises il/Ol/17 � �rr, Revisims Level• D Seale, Product Rejerenee Number_ CASEMENT3200-08NOA-01 Drav:(rtg Number, L3200-0801 8 OF 7 4 , I =rir; "pwv tii� %'� �q FRAME IN -POST RAIL 1.218 500 L-3003 6063-T6 ALUMINUM 1.435a�45 VENT RAIL 2S- #10 X iREWS 1/4" j ! FRAME HEAD I 062 4" ASSELY SCREWS ( P.H./PHIL. SMS 17 I RAIL P.H./PHIOL. L-3001 SMS VENT 6063-T6 ALUMINUM & E71 aMComm 0.062 .062 2.312 0.062 *v ---- ----------- 17 .062 71e 1.tt 062 J ANCHOR CLUSTER 20 21 - 17„ 2.399 1. 35 (HEAD/SILL TYPICAL) y VENT JAMB 4.797 FRAME JAMB -'- -'- 40 17 18 INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL C0R:,"f1:pETAIL 5 6 y 8 218-1 500 2 3 4 1875 VENT RAIL FRAME IMPOST • • • • • • • • 0.062 L-3004 SEE MULLION APPROVALS FOR .....• •••••• FRAME SILL / JAMB 6063-T6 ALUMINUM ••••�• MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. I I •.•• ....e. 093 6063-T6 ALUMINUM •• NOTE: THE LOWER PRESSURES OF FIXED, !� ` I Li •0000 •••• ••••• CASEMENT WINDOW OR MULL SHALL GOVERN !� ! •••••• • 2.250 �-.062 2.(02 i? ! • • • • • ••••• 1/4' MAX, i! ! •• •• •• •• •••••• SHIM i •••••• • • 062 v' 0.062 • # 12 S.M.S. X 1 1/4" L. il! • • i • ' • ••••i• SEE ELEV. FOR SPACING FRAME SILL � i� •••••• i� • . . 572 • • L 2.399 0.688 1. ALL STEEL IN CONTACT WITH - ALUM. 70 BE PAINTED 0R PLATED. ---------------- ---------------___------------------------------ ------------------------------------------- 2. METAL STRUCTURES: - ------ ----- 0.078 47 FRAME SHEAR PLATE o.340 (STEEL OR ALUM. 1 /8" MIN. THICK) L-3007 A) STEEL : Fy = 36 KSi MIN. 6063-T5 ALUMINUM 0.120 1-1.215� ASSEMBLY SCREWS B) ALUMINUM : 6063-T5 MIN, 4 - #10 X 1 1/4" 1.231 P.H./PHIL. SMS 3� WINDOW FRAME FRAME IMPOST DETAIL 38 ALUMINUM SNUBBER L 3014 SEAIMETER 0.377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CLIP •094 1 1 L-3006 FIXED LITE MOUNTING BRACKET PRODUC i' RE'ISP w a pb4>K xd4h t3m i+wiil: 6063-T6 ALUMINUM 970 L-3005 a"ag 'e"aa -Z- f 24, o.188 __F0.094 I 6063-T6 ALUMINUM ii+rslEiolEikit� at.,ed �., 0.70 I� L2.794—II J.478 .��.��.. 2.794 . GLAZING BEAD 121 16 GLAZING BEAD GLAZING BEAD PRUFES IO 7., R°'^°'°" xoeee A. Revised to Compy w/ 2010 FBC 8501 N.W. 90 ST. LAWS ON 5/16" Laminated 11/16" Insulated/Laminated 7/16" Laminated " MEDLEY, FLORIDA 33166 L-3010 or L-7708 L-3011 or LII-133 L-3009 or LII-159� B. Renewal and Revision to meet 5 & 6 of 7 INDUSTRIES, INC_ PH No. (305) 696-8660 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM C. Revised to Comply w/ 2014 F8C MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS D. Revised to Comply w/ 2017 F8C Drava Class NOA Part elate: ASSEMBLY Prod Caitgorl/: WINDOW Sartes/Jtodet 3200 Mein Rejarenes $: LCNOA 08-01 Reufston 1p: U.050 o.so, O'915 0.050 oso, = J Dravm By N. ERAZo Date Dravm 07/27/o6 Series: 3200 Outswing Tmpact .Casement Window 0.391 I F 0.266 Revised EL: Revised: —� N- ERAZO Data 11/01/17 EXTRUSION CROSS -SECTIONS, & ASSEMBLY DETAILS Revision laVat: D Same: Product Re,�arenee Numban Drawtnp Nunibar• Sheet: 7 �0.688� 0.05o p.sa8 0.115 . r-. DATE aia4� CASEMENT3200-08NOA-01 L3200-0801 OF 7 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" GLAZED 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 D2843 53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 (SINGLE�D00 K00e TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELIrE 149" MAX. OVERALL FRAME WIDTH 20.5" MAX I- D. L.O. -1 r 36.375" MAX. PANEL WIDTH W/ASTRAGAL DOUBLE DOOR UNIT }y,/SlDELITES SINGLE DOOR UNIT W/SIDE ITES DESIGN PRESSURE RATING WHERE WATER REQUIRED TO INFILTRATION PERFORMANCE IS BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* rx- ( t37'5 +60.0 -60.0 t 60-0- 77 60`0' +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 XX 74 +60. -60.0 +60.0 =60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OX or XO 75 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OXO 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OXXO 149 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.d +60.0 -60.0 3 7.5" MAX. FRAME WIDTH KURT BALTHAZOR FLORIDA P.E. J56533 L0 c oo 0 v 0 � J O c `J zoo u 4U LLI L U -- •.•••• ••..•• • c--a � • • �wz• : U fY D. oIr a a mmmm==V4 DATE: 2111105 SCALE: N. T. S. DWG. BY: S WS CHK. BY: DRAWING NO.: DWG-MA-FL0122-05 * rngn Uam 1 nresnold uesign QkIFFT 1 nF .3 SEE DETAIL "C" SHT. 2 "F" SHT. 2 1.25" ATTACHMENT DETAIL MIN 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE # 10 WOOD SCREWS OR 1 /4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 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. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I a N Q w d. U aa. SEE DETAIL "D" SHT. 2 r J a c� w w a = u� o � v G 9 3" MAX.. SHIM TYPICAL MASONRY ANCHOR INSTALLATION 6„ 6" r 3„ I I I I �6" 6"� Q Li U a a - cn a • o Lli w B a • I II fl ff I! i (O 3" 6 ' 3" 3" 6" 6" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 14" X 4" FULL MORTISE BUTT HINGES. 1.50 MIN " 0.25" MAX SHIM CL --) i-- ma TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X1/2" CORRUGATED #10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC ACRYLIC LATEX CAULK ACRYLIC LATEX CAULK CL f COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) ( WOA SCREWS EACH END LJ COMPOSITE MULLION (INTEGRAL) ww,�=w Da-aa O� O U 0 N o Q ix a Z O LLJ 0 UJ�>>laz0M to a-, MINE" DATE: 2/ 1 1 /05 SCALE: N. T. S. DWG. BY: S WS CHK. BY: DRAWING NO.: DWG-MA-FLO 122-05 z nr 7 6" SEE DETAIL 3" 6' 3" 3" 3 "E"0 3„ 3" 34k SEE DETAIL "c ,. DETAIL "D" ! ! l I 6" 6" 6" I ! ! 6" 3" cp _ W Q a r r a W B oB B /W/y LL 6" `t 6" 3" I 11 11/ I(I I UadJ 3" --i �— — 3" 3" k k 'I I I ' 3" t ' 3" 3„ 3" I 6" 6" SEE DETAIL MF" #8 x 2-1/2" #8 x 2-1/2" # 10 x 5/8 # 10 x 5/8 #10 x 2 DETAIL "C" TYP. I 0.962" 1 1.375" &tn--L� T T INSWING THRESHOLD OUTSWING THRESHOLD a a I W U nQ SEE DETAIL v� "D" r M a W #8 x 2-1/2 E!5 DETAIL "E" ASTRAGAL # ?0 x I" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME V 10 x 1 " AS SHOWN. 0.124" ANNEALED Addelllfixn t0 NN 0.090" SAFLEX IiIG - Iveftftl ation NpN 0.124" ANNEALED Date � a ALUMINUM OR BUTYL, SPACER 1.75" E;:Pl 1.047" T HIGH DAM OZS THRESHOLD _ co DOW 832 v , ~-• v OR EQUAL TYPICAL GLAZING DETAIL IMPACT RATED GLASS 0 N ►l. 6" - �n tot t\ M ;EE DETAIL C" r � • 6" 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) t�--f.0124:" TEMP. MI6 X 1-1/2- PHS DOW 832 OR EQUAL cl� co cc T- C) a � J O U W QU CL z z L Lo � IV) r" • a tY >- p • w a� z o v �S O ¢ a tr 0.. a DATE: 2/ 1 1 /05 SCALE: N. T. S. DWG. BY: sws CHK. BY: DRAWING NO.. DWG- MA-FL0122-05 SERIES-4200 / 6200 FIXED IMPACT WINDOW -- FLANGE FRAME ' APPROVED WINDOW ELEVATIONS (L.M.IMPACT� WINDOW HEIGHT WINDOW HEIGHT WINDOW HEIGHT WINDOW WIDTH L LEG'HT. WINDOW WIDTH QUARTER —ROUND ELEVATION WINDOW WIDTH__] HALF—ROUND _TYPICAL ELEVATION ARCHED PICTURE WINDOW /—\ WINDOW HEIGHT WINDOW HEIGHT Ll WINDOW HEIGHT LWINDOW IDTH WINDOW WIDTH WINDOW WIDTH HEXAGON TYPICAL ELEVATION LRECTANGULAR SQUARE PICTURE WINDOW ELEVATION TYPICAL ELEVATION WINDOW HEIGHT LWINDOW WIDTH WINDOW HEIGHT WINDOW HEIGHT LEG HT. WINDOW WIDTH FULL ROUND TYPICAL ELEVATION WINDOW WIDTH RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION WINDOW HEIGHT WINDOW WIDTH OVAL TYPICAL EI EMATION WINDOW HE r LEG HT. .�._ WINDpW WIDTH LEGGED EYE BROW ELEVATION WINDOW HEIGHT L WINDOW WIDTH QUARTER —ROUND ELEVATION WINDOW HEIGHT L N A DOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. WINDOW HEIGH WINDOW WIDTH OCTAGON TYPICAL ELEVATION "ELLIPTICAL" TYPICAL ELEVATION TYPICAL ELEVATION TESTED UNIT NOTE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: TYP. RNERS in m&4*img wkb the 60"ag (i ds AoeefAmace No i 7 16,0aw" Dale EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAMI—DADE COUNTY APPROVED SHUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC—Chapter 24 Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI--DADE COUNTY APPROVED PRODUCTS USING A MIAMI—DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. r4 �O ii o o A q �(D C z a M � � arn N tO � O O f4 fn E" _j O w M v z �p! y Z W C � O H � m a o E � W ca tp W z � �w o � u iz W C7 H � fir � � o W�1 • W • •�p,I • � A •• • • H W • • .I W F •O 04 • � [ram 090* C\2 a • :;,4. • ••• a •(n (mil: el .�. • • • • • j�• .24 • •'y U m N •• • N O � r o 'i5 O W U N t m w d� r `p o m O � N 0 0 v a u~i o W W . L - E. z z �8. J coll- pl JA #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. WEATHERPROOF MOISTURE BARF BY OTHERS (T1 -1/4' MAX, INTERIOR SHIM SPACE EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) EXTERIOR S44(4t!.4k(EKf-CsK-f4-E4--- 71. "%- .hpd% "'..•'' �: is EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS C 1 JAMB (TYP.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1, THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2, THE EXPOSED EXT, PERIMETER OF THE WIND❑W FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) 3, WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN. 4, CONCRETE C❑MPRESSIVE STRENGHT = 2Ksi MIN. * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #14 SMS OR WD, SCREWS INT❑ WOOD, OR 1/4' ITW BUILDEX TAPCONS or APPROVED CONC. FASTENERS INT❑ CONCRETE (2KSI MIN,), WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR CONC. AT 12' D.C. MAX, x TAPCON YIELD STRENGTH: Fy=l00Ksi ULTIMATE STRENGTH: Fu=125Ksi ALL WOOD BUCKS IN CONTACT WITH CONCRETE — (NOT BY LAWSON IND.) TO BE PRESSURE TREATED & & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) (SEE GENERAL NOTES AT SHEET #1) 1' MTN EXT. G CAULK EXT. GRADE CAULK---\ EXT. C CAU W z_ w z 1 1/4' w �MBED #14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INT❑ WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX, FASTENER SPACING) SILICONE ADHESIVE 10 BEDDING COMPOUND INTERIOR r LAMINATED GLASS EXT. GRADE EXTERIOR D CAULK EXTERIOR GRADE PERIMETER CAULKING WINDOW FRAME WIDTH I' MIN, #14 S.M,S. W/ 1 1/4' 1/4' TAPCON W/ 1 1/4' DISTANC MIN. EMBEDMENT INT❑ WOOD. MIN. EMBEDMENT INT❑ CONC. (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) FOR MAX, FASTENER SPACING) 1 1/8' MIN. 4' MIN, WOOD BUCK —,PT, WOOD BUCKS I/1 F ` d o 0 o O q tD(0 A z z v 1/4' TAPCON W/ 1 1/4' too0 U) °� MIN. EMBEDMENT INT❑ CONC. cn In to (SEE ELEVATION AT SHEET #1 I FOR MAX, FASTENER SPACING) d �C (�7 N 1/4'. MIN. EMBEDMENT 1/8' MIN. a. EDGE DISTANCE d - A. RT WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMP❑SED LOADS :? -:.... v' . ,a a• v o . -. 1 1/4 MIN. a AEMBEDMENT a d .4 v. I' I EXTERIOR GRADE i! i; 1 PERIMETER CAULKING i; SILICONE ADHESIVE x I: BEDDING COMPOUND EXTERIOR INTERIOR 3 it it O I II 4' MAX, z i ii SHIM 3 i LAMINATED GLASSpWDUCr RlEVWW TYP i 10 O �s c aP L %ith 3 i 11 Es�fi:#in� ��ie 2 EXTERIOR GRADE u n Q Y I PERIMETER CAULKING �4i € I -'A rt` c•' F Ft4mdR.O 11 4. dr °' d d EMBEDMENT ? a' Z W p h o J Z a+ F' .--I a53 U p 01 000 O W /�a c0 C'J N Q� O w• • .q .c�I � • y � fY,l • • 44 `:D U• E� • • • • • L12 • z • '7 ..� •W ��SS. . • • •4 • • • • 4 • • g PH • • • ��. tti • • sto U w m C o p t 0 ti O Ld W U a N L m d tl 333b L O n A A U m O o N ay, a W 0 0 o o u d o o GC w w N > a Ev a E Z Z U m e � Uo o o U Z Q m U V id JA LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION DETADL 1Te• . _ _ . + ® 1/4' I 1 1/8' ANN. GLASS 2 0.090' SAFLEX PVB by, Eastman Chemical Co. 3 1/8' ANNEALED GLASS tre = _ _ } a3.o• _ _ ...... 4 1/4' INSULATED AIR SPACE= 5 (A) 1/8- ANNEALED OR TEMPERED GLASS ' f LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL 3/16' 1 1/8' ANNEALED GLASS 2 0.090' SAFLEX PVB by! Eastman Chemicat Co. ® t/4• ve' _ = - _ - - - _ 0.34D' I f 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE- 5 (30 3/16' ANNEALED ❑R TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION DETAIL lie• . _ _ _ _ _ 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TR❑SIFDL PVB by, Kuraray America, Inc. �0.7t5' 0A90' I I 10.34r }I Me, I f 3 1/8' HEAT-STRENGHTENED GLASS- 4 1/4' INSULATED AIR SPACE 5 (r) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION DETAIT _ izL } ® •tn0.775' I uw __-__-- 0.090' { a340' 1 1/8' HEAT-STRENGHTENED GLASS_ 2 0.090' TR❑SIFDL PVB byl Kuraray America, Inc, 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 00 3/16' ANNEALED OR TEMPERED GLASS f f LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL 3/16' _ t l ® va• i 3/16' -„-..-.. -- 10.460• }13/16 i 3/16' HEAT-STRENGHTENED GLASS 2 0,090' TR❑SIF❑L PVB byl Kuraray America, Inc. 3 4 3/16' HEAT-STRENGHTENED GLASS 1/4' INSULATED AIR SPACE S 3/16' TEMPERED GLASS Notes: 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. W) WINDOWS WITH GLASS TYPES "B, C, F. OR G" INSTALLED ABOVE 30 FT. IN THE HVH2, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 'SILIC❑NE OPTIONS" D❑W CORNING 899 _.._.._.._.._.._.._ SCHNEE-MOREHEAD 5731 TREMC❑ SPECTRUM 2 LAMINATED LAMINATED INSULATED �0.600'-j INSULATED-0,600'- GLAZING DEPTH GLAZING DEPTH LAMINATED f INSULATED GLASS TYPICAL GLAZING DETAIL 5 16f1 LAMINATED GLASS COMPOSITION - TYPE A ITEM GLASS DESCRIPTION �3 DETAIL — 0.090' 1/a• _ M20.340'4 j /I�-_ } 1 1 1/8' ANNEALED GLASS 2 0.090' TR❑SIF❑L PVB byl Kuraray America, Inc, 3 1/8' ANNEALED GLASS 5 16" LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION �3 DETAIL 1/a' __-__- •Q.o90' / . _ - 1 2 0.340-4 1 1/8' HEAT- STRENGHTENED GLASS 2 0,090' TR❑SIF❑L PVB byr Kuraray America, Inc. 3 1/8' HEAT-STRENGHTENED GLASS 13 32" LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION i DETAIL 1/e• 1 3/16' HEAT- STRENGHTENED GLASS ,O,D90' 3/16 f 1 2 0.406' 2 0.090' SAFLEX PVB by: Eastman Chemical Co. 3 1/8' HEAT-STRENGHTENED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION 3 DETAIL 1 3/16' ANNEALED GLASS 3/16' _ } .0.0911' 1 10.460' 2 0,090' SAFLEX PVB lop Eastman Chemicat Co. } 3/16' 1 2 3 3/16' ANNEALED GLASS 7/16- LAMINATED GLASS COMPOSITION - TYPE I ITEM GLASS DESCRIPTION 3 DETAIL _ 1 3/16' ANNEALED GLASS 3/16' ___ _ _ ___ _ { 0.090' 1 1Q,460 2 0.090' TR❑SIF❑L PVB by Kuraray America, Inc, 3/16' ...... .. .... ` 1 2 3 3/16' ANNEALED GLASS 7/16" LAMINATED GLASS COMPOSITION - TYPE J ITEM GLASS DESCRIPTION (3), DETAIL _ 1 3/16' HEAT-STRENGHTENED GLASS 3/16' .0.090' 0,460 2 0.090' SENTRYGLASS byf Kuraray America, Inc. 1 2 3 3/16' HEAT-STRENGHTENED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE K ITEM GLASS DESCRIPTION 3 DETAIL _ 1 3/16' HEAT-STRENGHTENED GLASS 3/16' '1.o91y 0.460 2 0.090' TR❑SIF❑L PVB by: Kuraray America, Inc. 3/16' 1 2 3 3/16' HEAT-STRENGHTENED GLASS SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 LAMINATED - MONOLITHIC 0.600' ----I I GLAZING DEPTH LAM I NA- MONOLI GLAZING DEPTH �(D A �(D D) A z ko i LAMINATED rn a � A o .il� :III •.!!� jiiii MONOLITHIC a r � i!i Ii�; C1 p u'1 „•y A GLAZING STOP z w o o U 0 CIRCULAR WOWS. J z A d u') W S ti N CV GLAZING DEPTH o O W C F+ •• • • • 0or SILIC❑NE OPTIONS'I • . CAI CD Ca • )OW CORNING 899 ... • • G�ti, dl 'CHNEE-M❑REHEAD 5731 .01 • -REMC❑ SPECTRUM 2 • • • • . 4. • • • H • • • N �• • • LAMINATED/MONOLITHIC GLASS m W Z TYPICAL GLAZING DETAIL r-5 MoDucrREVIM ft —yowp4ifts V46 the Florw snmN• I&raei•rf o�tc �� pr"w C O N '''I r N O U U m tL ^ C A V1 m G O N 3 3 w Naa u g u a dNd a U O v~i `0 w w - < U Ev E z z 0r U U Q 07 U r Biel 11TA if, U61,11 • ••r r• AGLASSr� � saamoom • • ®■��o •• aaamo �= maa■mi■ms -• ��■ aaamoom��m■�o ©aam��maammo � aaaaoaa©ammo a©aaoaa©©mmo �� aaammom�ommo �� aasaomaaammo asaaoaaaammo �� asaaoaaaa�mo■ aaaao■aaaammo ■� aaa■r�ao■om�omm�■ �� aaaao©aaammo aaaaoaaaa�mo � aaaaoaaaa®mo •• a©aao©©©ammo �� aaam�o�mo��omm ■� aaaa�fa©aa��mo ■� �o��oo�oo��o ■� '- aaamoomaammo aaaaoaaaamm■o �� aaaao©aaa�mo �a©aao©aa©�mo aaamoomaammo W 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A B C +/- DP D +I- DP E +/_ DP F +/- DP G +I- DP H +/- DP I +/- DP J +f- DP K +/- DP L +f- DP DP +/- DP 19 1/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 26" 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8" 68 1 68 68 68 1 65 68 68 68 68 1 78 65 68 19-118" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 38-3/8" 68 68 68 68 65 68 68 662 66.2 78 65 68 48" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 53-1/8" 68 68 68 68 65 68 1 68 63.8 1 63.8 78 65 68 19-118" 68 68 68 68 65 68 1 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 1 78 65 68 3T' 50-5/8" 68 68 68 68 65 68 68 66.2 66.2 78 65 68 48" x x x 68 65 68 68 x 51 78 65 68 53-1/8" x x x 68 65 68 fib x x 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-112" 68 68 68 68 65 68 68 68 68 78 65 68 37' 58" 68 68 68 68 65 68 68 x 66.2 78 65 68 Q. x x x 68 65 68 68 x x 78 65 68 53-1/8" x x x x 65 x x x x 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 63" x x x 68 65 68 1 68 x 66.2 78 65 68 48" x x x x 65 68 x x x 78 65 68 53-1/8" x x x x 65 x x x x 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 x 68 78 65 68 37" 74" x x x 68 65 68 68 x x 78 65 68 48" x x x x 65 x I x x x 75.6 65 68 53-118" x x x x 65 x x x x 72 65 68 19-1/8" 68 68 68 1 68 65 68 68 68 68 78 65 1 68 26-1/2" 68 68 68 1 68 65 68 68 x 68 78 65 37" 74-114" x x x 68 65 68 68 x x 78 65 48" x x x x 65 x x x x 75.2 65 g68 53-118" x x x x 65 x x x x 71.6 65 �I Notes (*I- 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. )( 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). I Ol3U(' f REVISED plying wim th, N7nx CO& AOccpti:ecc Na� f z J � ". j ��►dact C+FcFt�i NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. I7 0 q A co (q z cn q W Im "lll G4 3�0 z q d Ul a m 0- W � U � z z� w� o 0 i�t1 •.�• • � • • H W O . W • •-+ G • N p 0• • •ti a) v W • N 1 ��CQ o w a N m .• 0o n Q A U m 1 O N ilk h E- 0 � o 02 0 W d a 02 P. z w A to A � F • h • N 3 W 3 O O v 4 o I-ij o W s) C E z z yU 3 ?�, Q m U '•1 � y e e " f•ip1 1" BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS ' 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC - 10 * AS REQD. GLAZING SILICONE * - 11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 1 812-25H-357 AS REQD. I "TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2.643 .310 1.281 78— TYP 81 040 .8501 050 TYP, 808 .773 b f�--1,509 2 GLAZING STOP FRAME HEAD/SILL/JAMB (5/16" GLASS) ,310 040 .850 -�------ I .040 250 .850 .272 .fl50 --� TYP, ,050 TYP, .773 j4 .773 J' GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/32" GLASS) 310 ,oso .850 115 .050 .992 O50 .062 TYP, .050 TYP, 5 .684 6 soo INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS .050 TYP.�� u 808 Ii 8 .466 —#�—=I 0,090' BUTACITE P Kuraray America, by. Inc. GLAZING STOP (CIRCULAR WDW.) SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION — (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR 110 X 1/4- PH SUS 4 PER STRAP TO OUTSIDE OF 1/2" X 3-1/2' X .058- ALUM STRAP CIRCULAR WINDOWS OOR MITER CORNERS 2 FRAME RADIUS JOINT HFAD RECT. OR SQUARE WINDOWS TYPICAL CORNER CONSTRUCTION ul a a co w A M � � Moa1 to 0)ou v z >' z73in a A DoMd ti Be FRAME END CORNER Z ti F-1 � FRAME CORNER & JOINT DETAILS b SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE • • •• • H �i Fe • t F� • • Mom f KEVLSFA� no: AN with tic a «c s • • i •'�i H • Ong Arse ti"cc Na i �� i2 �E� I • a • • • a�a�a�s $11f42. ?��c;7.2--• • ^ �� 0 C11 9 do • A4* 1.,•Idw m ` w L N .0 w y m 6- r �rn n SEE MULLION APPROVALS FOR c� 0 MULLION TYPE, SIZE AND MAX. m I CIO 12 X 3/4' S.D.S. DESIGN PRESSURE LIMITATIONS. 0 $ FLAT HEAD, PHILLIPS, . 3 3 AT 12' O.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF c • W u 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN o o SHIM m a a S� 0 0 0 V U # 12 S.D.S. X 1 1/4- L. Z° a m 6 AT 12' ❑.C. MAX, w a EXTERIOR E2 WINDOW FRAME EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL 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") 8) ALUMINUM : 6063—T5 MIN. (ALUM. 0.078" MIN_ THICK) PERIMETER — ! `— WINDOW FRAME SEALANT EXTERIOR E1 METAL STRUCTURE ATTACHMENT DETAIL o A W z A � a � W W o ko w d F w � 0.4 U d o 0 L) ,�, a o W w 62 a co � w o W A w z 0 zco w w o � 0 a •• I w • 0 C\l •I � Cwn • • N Do •• N 0 d q A y 0 d0 W z z 3 q,'2y`T 'p�9 5�c�s3.i ° E» C" " (ZI 'F -N. • • • • • • • • ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION VERTICAL VERTICAL MULLION MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT O ' _j� ANCHOR/CLIFF W1 W2 W3 MULLION SPAN WIDTH (W) = W1 + W2 + W3 2 GLAZING PRODUCT ANCHOR/CLI ANCHOR/CLIP VERTICAL MULLION Z GLAZING o c PRODUCT I ANCHOR/CLIP ANCHOR/CLIP /—HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN 1 HORIZ.ONTAi. MULLION GLAZING PRODUCT14 GLAZING f tj GLAZING PRODUCT PRODUCT a z N Q VERTICALLl MULLION ANCHOR/CLIP W2 Wi W2 W MULLION SPAN W1 2 W2 WIDTH (W) - W1 2 W2 TYPICAL_ MULLION ARRANGEMENTS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED, IMPACT AND NON —IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7 A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEE1 THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. 0 Q co to _ 0 00 M � y in Q U 0 �oL o Q Z J Z O n Z tnL_ Go M d :l1 •••• MULLION & CLIP NOTES: I. rOR MI,1!_UnN`- W!THOUT REINFORCEMENT REFER TO SHEET '2 OF !',-I FOR DETAILS AND NOTES. T REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o 2. FOR MULLIONS WITH S1EE!. REINFORCEMENT REFER TO SHEET N 4 OF 10 FOR DETAILS AND NOTES. a * REFER TO SHEET 5 OF 10 FOR MAX. MULL DES)GN PRESSURE CHARTS m 3. FOr� CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS S *' N y 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. o * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS k° w 4 N 6 � ++ 6 a a ar a w= gum wil# the r6fic. $axating (tom Ae Ptanet No o _ t 2_ i 2 • Z'4 gwri #iAate v I of o a w 4 L_ t N Is m m 3 3 a) v U U O O a a a � E E L{ uU a m m • w � j � pp� Leo a d m t ° aa.. 01 Lu �s O;, d La U 2. 2.000 4.5DO 2X MULLION CLIP 6063-T6 )TCH �'L"� )NAL e a a IX MULLION CLIP 6053-T6 DTCI DNA 125 MIN. )0 50 4.000 6.000 2.000 2 X 4 STD. TUBE MULLION 2 X 6 STD. TUBE MULLION L2.0130 TYPICAL WINDOW FRAME STANDARD TUBULAR SHAPES TYP, WALL = .125" ALL ALLOY = 6063-T6 TYPICAL GLAZING PRODUCT 1.000 3.000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 18 12 062 4.0( 8��.102 1.062 1 X 4 CUSTOM MULLION 6063-T5 lxx: 2.070 in4 Sxx: 1.035 in3 (FLANGE FRAME) 124 G.000 STD. TUBE MULLION 6063-T6 lxx: B.280 in" Sxx: 2.760 in3 1.500 1.732 .115 3.000 3.062 +I�1.000�; 1.188 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 1.000 in4 Sxx: 0.667 in3 (FIN FRAME) 2.000 .125 4,000 2 X 4 STD. TUBE MULLION 6063-T6 Ixx: 2,980 in. Sxx: 1.490 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING, USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1, ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. ANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS I 6063-76 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 2.000� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. NOTCH OPTIONAL CLIP LENGTH MULL 1 X 2 1.688" 1 X 3 2.6BB" 1 X 4 3,688" 2 X 4 3,688, 2 X b 5.688" 156 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 0.950 in4 Sxx: 0.633 in3 (FLANGE FRAME) 1.000 I25 4 1 X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.070 in4 Sxx: 1.035 in3 i 1.500 )0 L15 2.000 1.732 2.062 F� 1.000 li� I.188 1 X 2 CUSTOM MULLION 6063-T6 Ixx: 0.370 in4 Sxx: 0.370 in3 (FIN FRAME) �l.000� 125 3.600 1 X 3 STD. TUBE MULLION 6063-T6 lxx: 0.950 in4 Sxx: 0.633 in3 2.000 156 078 -4 1.062 1 X 2 CUSTOM MULLION 6063-T6 Ixx: 0.330 in. Sxx: 0.330 in3 (FLANGE FRAME) 1.000 �{ 125 2.000 L 1 X 2 STD. TUBE MULLION 6063-T6 Ixx: 0.330 in4 Sxx: 0.330 in3 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. U O O D t00 Cn co M W o c0 Goy V z o m 0 In N `L .] a 3OM v (1' z Bit U) z Jz C.)z w 0 O O 0 -- o O o o7-� o z co < 1, "'W W • • � W .. �. E.._, M 1:' •.y�. [A • ••� z I s c� ti• �94 •• • •• d F. •.CLA . i � • i • �• 4 Z • • ; Q a g v S (U U S 0 O - W t W 2 3 N q w\r .9 E; Y Q y '" S N m U- m 4 w d 3 i O O cl c O -a Q, w U a+ U w w Jc U j O O Z z Ca V o o Z d a E a E w V U U O " -f w w � •t,Z- --� �� ^�, w�. u •"rye k.w� s •` , I Q p TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS o 1M00z M c 1 y a cn v - Ln a o 3 v Z L z° o 0 0 Ln V) o z W Q cn z a a - U gK a Width (w)l MULL SPAN 1 1 X2 1 X3 1X4 F 2X4 I 2X6 Width(w) MULL SPAN 1 X2 1 X3 1 1X4 I 2X4 2X6 Width(w) MULL SPAN 1 X2 1 X 3 1X4 2X4 2X6 18 38: 18" 150.0 150.0 150.0 160.0 150.0 18 74=174" 28.3 81.5 150.0 150.0 150.0 18 120" - 19.3 42.1 60,5 150.0 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 - - 31.5 45.4 126.2 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 - - 25.2 36.3 100.9 c � y 36 102.5 150.0 150.0 15 0. 0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 42 87.9 150.0 150.0 150.0 150.0 42 - 34.9 76.1 109.5 150.0 42 - - 18.0 25.9 72.1 48 76.9 150.0 150:0M 150.0 150.0 48 - 30.6 �66'6-7 95.8 150.0 48 - - 15.8 22.7 63.1 54 68.3 137.E 150.0 150.0 150.0 54 - 27.2 59.2 85.2 150.0 54 - - - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 76.7 144.2 60 - - - 18.2 50.5 66 55.9 112.6 150.0 150.0 150.0 66 - 22.2 48.4 69.7 131.1 66 - - - 16.5 45.9 o 72 51.3 103.2 150.0 150.0 150.0 72 - 20.4 44.4 63.9 120.2 72 - - - 15.1 42.1 78 47.3 95.3 150.0 150.0 150.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 • • • • • `"" .. . • 4 a •� o, " • . ' U1 " w • • � • • � Z N z �"' � A z � z �D a ¢ w a z z !, � • .tl • • 18 50.6/8" 89.3 150.0 150.0 150.0 150.0 18 84" - 56.3 122.6 150.0 150.0 18 132" - - 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 132.4 150.0 24 - - 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 - 33.8 73.6 105.9 150.0 30 - - 19.0 27.3 75.8 36 44.6 118.6 150.0 150.0 150.0 36 - 28.1 61.3 88.3 150.0 36 - - 15.8 22.7 63.2 • 42 38.3 101.7 150.0 150.0 150.0 42 - 24.1 52.6 75.7 150.0 42 - - - 19.5 54.2 48 33.5 89.0 145.4 150.0 150.0 48 - 21.1 46.0 66.2 140.8 48 - - - 17.1 47.4 . • 54 29.8 79.1 129.2 150.0 150.0 54 - 18.8 40.9 58.8 125.2 54 - - - 15.2 42.1 . 60 26.8 712 116.3 150.0 150.0 60 - 16.9 36.8 53.0 112.7 60 - - - - 37.9 66 24.4 64.7 105.7 150.0 150.0 66 - 15.3 33.4 48.1 102.4 66 - - - - 34.500 72 22.3 59.3 96.9 139.5 150.0 72:::]- - 30.7 44.1 93.9 72 - - - - 31.600 " '. • • 2a a 78 20.6 54.7 89.5 128.8 150.0 78 - - 28.3 40.7 86.7 78 - - - - 29.2. 18 57" 62.6 150.0 150.0 150.0 150.0 18 96" - 37.7 82.1 118.3 150.0 18 144" - - 24.3 35.0 97.4 24 46,9 135.1 150.0 150.0 150.0 24 - 28.3 61.6 88.7 150.0 24 - - 18.3 26.3 73.0 ' . 30 37.5 108.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - - 21.0 58.4 36 31.3 90.1 150.0 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7 42 26.8 77.2 131.1 150.0 150.0 42 - 16.2 35.2 50.7 123.2 42 - - - 15.0 41.7 48 23.5 67.5 114.7 150.0 150.0 - - 30.8 �14�3� 107.8 48 _ _ _ - 36.5 54 20.9 60.0 1.01.9 146.8 150.0 •` - - 27.4 39.4 95.8 54 - - - - 32.5 60 18.8 54.0 91.7 132.1 150.0 60 - - 24.6 35.5 86.3 60 - - - - 29.2 66 17.1 49.1 83.4 120.1 150.0 66 - - 22.4 32.3 78.4 66 - - - - 26.6 S N a n Z ti o +" a N a o W Ln o `` 3 U o Q 0 N W Lo m `` 3 V o Q ° o o � 72 15.6 45.0 76.5 110.1 150.0 72 - - 20.5 29.6 71.9 72 - - - - 24.3 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 66.3 78 - - - - 99.5 18 63' 46.3 133.4 150.0 150.0 150.0 18 - 26.5 57.7 83.1 150.0 18 150" - - - 31.0 86.1 24 34.8 100.0 150.0 150.0 150.0 24 - 19.9 43.3 62.3 150.0 24 - - - 23.3 64.6 30 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 0 a Z 0 a Z 36 23.2 66.7 125.2 150.0 150.0 36 - - 28.8 41.5 113.6 36 - - - 15.5 43.1 42 19.9 57.2 107.3 150.0 150.0 42 - - 24.7 35.6 97.4 42 - _ _ - 36.9 48 17.4 50.0 93.9 135.1 150.0 48108" - 21.6 31.1 85.2 48 - 32.3 54 15.4 44.5 83.4 120.1 150.0 64 - - 19.2 27.7 75.7 54 _ _ _ _ 28.7 60 - 40.0 75.1 108.1 150.0 60 - - 17.3 24.9 68.1 60 - - - - 25.8 36.4 68.3 98.3 150.0 66 - - 15.7 22.7 62.0 66 - - - - 23.5 [17 - 33.3 62.6 90.1 150.0 72 - - - 20.8 56.8 72 _21.5 - 30.8 57.8 83.2 150.0 78 - - - 19.2 52.4 78 - - - - 19.9 z o z z HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS 3yxe ARCHES TO BE INSCRIBED '-PoD€,c f Rt VI a Z,� INSIDE RECTANGULAR SHAPE '�' Yi£t with the Fkwt to o -- � r. z 6suisen [,arts .- NOTE: t-,ormpsaac�No i� `z: 2p `2_U o z , ;w, yyt `i'c`'"' 71 <- �_� t ��) EE ' t�' d I 1 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. - �, .,�� ; (INTERPOLATION BETWEEN WIDTHS ALLOWED) 1 oya �4`��•' WIDTH (W) = 2 w1 w2 la VERTICAL MULLION Z GLAZING GLAZING PRODUCT PRODUCT J GLAZING PRODUCT � N GLAZING GLAZING PRODUCT PRODUCE _ MUl_LEON SPAN _� F- 10 125 1.000 .062�jI7L� 4.000 4.000 Ik 2 X 4 4.OD0 3.625 STD. TUBE MULLION TYPICAL WINDOW FRAME 2X MULLION CLIP 6063-T6 2 X 6 .1BB -1.062 NOTCH 'L'� 6.000 STD. TUBE 1 X 4 1 X 4 'L' OPTIONAL MULLION CUSTOM MULLION STO. TUBE MULLION 6063 - T6 6063-T6 Ixx: 4.709 in. Ixx: 4.709 in4 a Sxx: 2.355 in3 Sxx: 2.355 in 3 a a 2,000 (FLANGE FRAME) a .125 a 2 1X MULLION CLIP 6063-T6 .125 MIN. DITCH DNAL a a STANDARD TUBULAR SHAPES TYP. WALL = .125" ALL ALLOY = 6063-T6 TYPICAL GLAZING PRODUCT 1,000 I �Y. I 3.000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ----2AOQ- 1 i.58Q .180 4.000 6.000 � #12 S.M.S. ®1 1 2" O.C. C4X5.4 2 X 6 STD. TUBE MULLION 6063-T6 lxx:19.648 in4 Sxx: 6,549 in3 2.000 1.625 - .000 .125 3.625 2 X 4 STD. TUBE MULLION 6063-T6 Ixx: 7.649 in4 Sxx: 3.825 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL, STEP 4 SPECIFY MAXIMUM SHIM SPACING. 2.000 USING CHARTS ON SHEET SOF 10 SELECT MULLION S17E 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITHDESIGNMORETHHANDESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS �11 1 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 2,000ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. NOTCH OPTIONAL CLIP LENGTH MULL "L'' i X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3,688' 2 X 6 5.688' 312 06 125 3. 3.000 .156 - 102 _7i 1.062 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 2.168 in4 Sxx: 1.445 in3 (FLANGE FRAME) 1.500 lzs 1.732 .115 3.000 3.062 1 X 3 STD. TUBE MULLION 6063-T6 Ixx: 2.168 in4 Sxx: 1.445 in3 I� 1.000 1.188 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 2.218 in4 Sxx: 1.479 in3 (FIN FRAME) mobvc.riw-vww deg amk Acceptaaee Ns 17 --12 : Z • 2-14 En*md*kii Elate `5rt 1 8 Ls c RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. x U • O F ,a ) to � Do a M 0 V 1~!1 Q � W 0 m p i C C7 ', A Z } 'J z 3` (ZZ U y o O Z O z w21 .4 o � U I : • W Z 3 • • • • b Item • • • • • C8 • • �G • W • }.I cs} 04 004 • ..7'1 z a }i + S o (U C1 aq o N 0 a N v W L � ON W L o r- p � O C� 0.N o 0)0; w in N a 3 3 6 Q d d U V W W s j o 2 Z z o 0 o Z d 4 a E a E Z 2 i K U 0 m ,� ti 3gK Y 4 Y y 4 d ra TEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width(w) MULL SPAN 1 X3 1 X4 1 2X4 2X6 Width w MULL SPAN 1 X3 1 1 X4 1 2 X 4 1 2 X 6 18 38- 3/8" 150.0 150.0 150.0 150.0 18 74-1/4" 150.0 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 48 150.0 150.0 150.0 150.0 48 69.7 150.0 150.0 150.0 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 18 50-5/8" 150.0 150.0 150.0 150.0 18 84" 128.4 150.0 150.0 150.0 24 150.0 150.0 1 150.0 150.0 24 96.3 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 36 150.0 150.0 150.0 15 0.0 36 64.2 139.5 150.0 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 48 150.0 150.0 150.0 150.0 48 48.2 104.6 150.0 150.0 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 66 147.7 150.0 150.0 150.0 66 35.0 76 A 123.6 150.0 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 18 57" 150.0 150.0 150.0 150.0 18 96" 86.0 ' 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 42 150.0 150.0 150.0 150.0 42 36.9 80A 130.1 150.0 48 150.0 150.0 150.0 150.0 48 32.3 70.1 113.8 150.0 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 78 94.8 150.0 150.0 15 0.0 78 19.9 43.1 70.0 150.0 18 63" 150.0 150.0 150.0 150.0 18 1Q8" 60.4 131.2 150.0 150.0 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 48 114.2 150.0 150.0 150.0 48 22.7 49.2 79.9 150.0 54 1 01 .5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 78 70.2 131 .4 150.0 15 0.0 78 - 1 30.3 49.2 124.4 VERTICAL MULLION z GLAZING GLAZING PRODUCT PRODUCT J W1 W2 z Q a. In F HORIZONTAL MULLION GLAZING i PRODUCT N GLAZING GLAZING PRODUCT PRODUCT L_ MULLION SPAN STEEL REINFORCED TUBE MULLIONS U Width (w)l MULL SPAN 1 X3 1 X4 L 2 X 4 1 2 X 6 o tO cq 00 1 co o E2 rn p Lo -1 o Q 3�v Z J Z° o 0 o = ` 0 -m CL F- z z Z I z <F a U a . a 18 120" 44.0 95.7 150.0 150.0 24 33.0 71.8 116.6 15 0.0 30 26.4 57.4 93.2 150.0 o n " y o o 36 22.0 47.8 77.7 150.0 42 18.9 41.0 66.6 150.0 48 16.5 35.9 58.3 149.7 54 - 31.9 51.8 133.1 60 - 28.7 46.6 119.8 fib - 26.1 42.4 108.9 72 - 23.9 38.9 99.8 78 - 22.1 35.9 92.1 �•• .. ••� •• •• '� �D W W �• z z' •• • ' 18 132" 33.1 71.9 116.8 150.0 24 24.8 53.9 87.6 150.0 30 19.9 43.1 70.1 150.0 36 16.5 35.9 58.4 150,0% 48 - 27.0 433.8 112.5•• 54 - 24.0 38.9 100.0•' 60 - 21.6 35.0 90.0 t 66 - 19.6 31.8 81.8 o• O 72 - 18.0 29.2 75.0 •• zz ••� 00"o z �` w m L o z • • s a 78 - 16.6 26.9 69.2 ;•••; 18 144" 25.5 55.4 89.9 150.00 24 _ 19.1 41.5 67.5 150.0 30 15.3 33.2 54.0 138.6 36 - 27.7 45.0 115.5 42 - 23.7 38.5 99.0 48 - 20.8 33.7 86.6 54 - 18.5 30,0 77.0 60 - 16.6 27.0 69.3 66 - 15.1 24.5 63.0 a, N 'c rl z° z ;0 N cn `` A- o " a v o C g Lw _0 w m � a U o C °cox y w m � 'a 0 o "' 6 a e o d� o s ` 72 - - 22.5 57.8 78 - - 20.8 53.3 18 150" 22.6 49.0 79.6 15 0.0 24 16.9 36.7 59.7 150.0 30 - 29.4 47.7 122.6 z a m N z o y 36 - 24.5 39.8 102.2 42 - 21.0 34.1 87.6 48 - 18.4 29,8 76.6 54 - 16.3 26.5 68.1 60 - - 23.9 61 .3 66 - - 21.7 55.7 72 - - 19.9 51.1 78 - - 18.4 47.2 TYPICAL MULLION ARRANGEMENTS `ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - Wl + W2 2 ODfJCr an"sim l0le ticE�i� f7-lz12,2,y J r 1 la m z "�' w' •� cn 0 Ind f� d ra • I o 1 1 /4" MIN. 3/4" MIN. Fnr.F nIST 1 1 /4" MIN 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION CLIP (1 ON EACH WING) ANCHOR LOCATION 2 BY WOOD BUCK 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 1 PER ANGLE N \ z r II II II II II II II II II II 1X FLOATING CLIP I I I I II II Li u I I I I I 5/16" TAPCONS 1-7/2" MIN. WOOD PENETRATION 1 PER ANGL _L I_ MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BL CK 3/4" MIN. O • •• r 2 X 2 X 1/8" ALUM ANGLE II II II II II II II II 2 BY I I I I I I I 2 X 2 X 1/8" WOOD BUCK II II ALUM ANGLE Li u I I ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION ;LIP (2 ON EACH WING) II 11 II II II II II II Ir— ` 2 \BY I I WOOD BUCK I I E I { _ 1 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANGLE \z II 11 I1 II 11 II it II II 11 FLOATING CLIP I I I II II u u I I I I I 1 ANCHORS TYPE 'B' 2 X 2 X 1/8" ALUM ANGLE 5/16" TAPCONS 5/16" TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBE"ANGLE 4 PER CLIP (2 ON EACH WING) II II 11 2 7/ 16" y x MIN. II ------------- N I \ I i I 1 I i I 1 B WOOD BUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE DIST, 2-3/16" CONCRETE OR 4. HOLLOW BLOCK 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 2 It • \Z I II I! II II II II I I 11 II II II II II II II II Y IL —,I I I ! I j IX FLOATING CLIP I l j I f u u I I I 4 I I I f ! I I 1 ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1 'x4" & 2"x4" MULL x r �I I� 1 BY I`` ---"-----Jr WOOD BUCK N 1 I \ I I I I I I I 1 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE II II I I 1 11 II II I! II tl I1 11 II II II I! j r , 1 IX FLOATING CUP I I U u I I I I i I I I I I i I ANCHORS TYPE 'C' (INTO BLOCK) • ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK ALTERNATE ANCHOR LOCATION ae CompF3'isc with the row1 , budding CodeArxcptuceNe } l sy t y f t 3�17 U co) a O O to C W F M00 co) z M cIo Q —1 O .. tn O a) r` V M U. (npL0 Z Z O n J C) CCl Z w O Z z y Z q 0 0 �n w C) �. 00 0 o ¢ 2 X 2 X 1/8" E 3 ALUM ANGLE fs] Z Q I • • w z W • .. Yam+• •.i► , E- . �. ... z • • f1 Q E. • • Y z M ro e o a r` u m c c p \ Q' -cw Ln a, - 'o. L w L o h N s O � N tD 2 X 2 x 1/8" + m m ALUM ANGLE o 41 4 O o c 73 3 3 'a Q) v W Gam] U a, N o > O O V O Z 2 z Q a o a o s 2' w En 0z4, mwy �z in o 4 ANCHORS INTO WOOD MIN. EDGE DIST. • 2-3 OR 4' HOLLOW BLO K 9° v° 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 3 t 4" ,MIN. Z , X �I II yl CONCRETE OR I`---------JI CEMENT BLOCK N I I � I I I I i I 1 O a e II y II p II N H y A y N y _ - ALTERNATE I E I , I ANCHOR LOCF I I I I I I I II !I N a X II y Q I1 II Q a a: o � z it I fl t it I II I II 5/16" TA 1-3/4" MIN. INTO MA .... 2 PER CLIP (1 ON EACH WING) a Z � � � I 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY - 1 PER ANGLE 5/16" TAPCONS 1--3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE II I I 1 1 I I I I II II II j l I j CONCRETE OR I t I! iL -iI CEMENT BLOCK II I 2 X 2 X 1 /8" I I yl it - ALUM ANGLE I I FLOATING CLIP L1 U I I I I I MULL ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE} 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 I #12 SMS I I �2 PER ANGLE ! I _ I-h r1 X Q 11 II � 11 11 II II It I! MIN. EDGE DIST. 2-3/1 TE OR 5/16" TAPCONS 4' OELOW BLOCK 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 3 4" MIN. - - . - r ' . ° I r7 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE I� 11 II II 1! X II II I! CONCRETE ORJ I I II I I _ I CEMENT BLOCK II I IL - (v J I I I I N I FLOATING CLIP Li U 2 7 16 I I I I I MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 3 1 4" MIN. MULL ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'C' INTO CONCRETE} 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 'x4" & 2%4" MULL CONCRETE OR CEMENT BLOCK a/ io iArullrv3 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. MULL I I I I I I FLOATING CLIP 1 I C _;i 1r-11 II II II it II 11 II II e 1 . • • D I s e 'bVC F REASW � lI� with ih, frt i& - once No 212. 2 tT 49 U i o O pa CID z M to a 4 ' • Ln O rn u w O 1- ° o v (n w o U) Z z d .i z 0 o O p w = o"'o a. a a o 2 X 2 X 1/8- ALUM ANGLE W v d n p �- 0 0 N N v 5 tN` a� U c �O m c c la 0 O p a `. N O b C 0 S W LJ p C h � L r i O m a) +' U O O d W V V N O O z 2 Z U U y 0 to i a ♦• Y 1 0 •SEW- d r0 • , MIN. EDGE DIST. 2-3/16" CONCRETE OR 4"� HOLLOW BLOCK I—�, X g N 2X6 MULL 3-3/4" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3,688' 2 X 6 5.6B8' 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" \ MIN MIN. EDGE DIST. 2-3/16" CONCRETE OR 5/76" TAPCONS 1-3/4" MIN, EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 5/16" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. INTO CONCRETE OR BLOCK 2"X6" MULL SHOWN F'ROIDLICI-Rrtrks 6y k f wri{tk the v a 4ete U i O fn LO CLO to M 00 r1 LO N o o z m (n 0 In W J O Q h z O O V) z J z p Z Q 0 uOj W = U) O 00 M a O F I • "'• W z 3 • Ra • 1 3/4" . • ••�. F MIN_ •• ••• •• • 14 104 •0 .. . On . ...' - d z-� a F7 a rH � � a S N 0 U s ++ CN C v w L N `-' C v w CV ti a' e o m� .9 p mSm m^ s d o h N L O 1�i (z S ' CO v m e Ll 4 c a 3 3 a a _c w W u N U o U o z z Q o ii z m n a o U o U q a m e ¢ m U O v � W - z , z 2 C U W . IL E- • , , MIN. EDGE DIST. 2-3/16" CONCRETE OR 4,' HOLLOW BLOCK 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 3-3/4" 4 TOTAL (2 ON EACH WING) MIN \ Z u u I I I f N 1 I I I I " 2 -7/16" I I I I II MIN. A 2x4 or 2x6 Mull I I I A N I I I I N II I I I I IL-------------Ji Li Li I I I i I I I 1 I I I I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE • • I� / 2 — ALUMANGLEB 1 3/4" MIN, MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK \ z (V \X Q I I I I it I O I I 1 i I 5/8"(2) L------------ -J 1 I #14 SMS 3' I 4 PER ANGLE I I I I I I OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK mmq 2 X 2 X 1/4" ALUM ANGLE I CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688` 1 X 4 3 688' 2 X 4 3,688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY # 14 S.M.S. 2/ CHANNEL-] TUBE MULLION #12 F.H. S.M.S. 2/ SIDE I I 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG I I INTO MULLION TUBE MULLION I I 1 I #14 FH SMS � 2 PER CLIP ACCESS HOLE / ' -1 /2" O.C. MIN. ------ ----- ------ ----- I I I THIS SCREW CAN BE INSTALLED IN EITHER I # 12 FH SMS DIRECTION 2 PER CLIP q{Q m f I I 1" O.C. MIN. I I I I I I 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1 /8" FOR (1 BY TUBE)46� bias [t ALUM ANGLE fumas e CUT TO FIT SNUG INSIDE TUBE Nq ANCHORS TYPE '1' METAL TO METAL CONNECTION � USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. V] o o q O c w z U a` N Q V Q CD inz U3 W 0) J O I _jz c z d 00 > w Q C) vi 000 2 a O j � .a • • • • • �Qj �'-'t�11 • i • • d'•1 F d • 00 • ?r • .. '• •• • • +i Q yr z z..„ • 00 •• • W C Qi • • • 44 F r • • � 00 O E � v x H � H v N Q o rn t a O C o '0 C ^ o C - 0 c o N 7y d. 0 o O r .9 O • \ c O h 1P O S U U m a m O O 6 a 3 3 a a s -0 v d w w U v v U 0 > o o Z z a w .� ,z,� L j 14 cn •` a JH d Q i . ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE Width Mullion A B C D E F G H I Width Mullion A B C D E F G H I Width Mullion A B I C I D I E IF G H I (w) Span V1d. V1ki. Bk- Bk Bk. Cone Canc. Cone. I MI. (w) Span VW. UIEI. Bk- Bk Bk Cone Conc. Corte. MI. (w) Sean V4d. Ubd. Blk BIK Bk. Conc Ccnc. Conc. mi. � 18 150 150 150 150 150 150 150 150 150 18 91 15D 150 150 150 150 150 150 150 18 56 112 129 150 150 144 150 150 150 O 24 132 150 150 150 150 150 150 150 150 24 68 136 150 150 150 150 150 150 150 24 42 84 97 146 150 108 150 150 116 � O 1 30 105 150 150 150 150 150 150 150 150 30 54 109 125 150 150 140 150 150 150 30 34 67 77 116 150 87 130 150 93 ;,� 0000 r-z 36 88 15D 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 125 36 28 56 65 97 129 72 109 144 77 M sa N O o 42 75 150 150 150 1 150 150 150 150 150 42 1 39 78 89 134 1 150 100 150 150 107 42 24 48 55 83 111 fit 93 124 66 0 o V z o 48 318 66 132 150 150 150 150 150 150 150 48 74 1/4 34 68 78 118 150 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 0 o to 54 59 117 135 150 150 150 150 150 150 54 30 60 70 105 139 78 117 150 83 54 19 37 43 65 86 48 72 96 51 J o w 60 53 105 121 150 150 135 150 150 145 60 27 54 63 94 125 70 105 140 75 60 17 34 39 58 77 43 65 87 46 3t } v W 66 48 96 110 150 150 123 150 150 132 66 25 49 57 86 114 64 96 127 68 66 15 31 35 53 70 39 59 79 42 J z p z c7 72 44 88 101 150 150 113 150 150 121 72 23 45 52 78 104 58 88 117 62 72 14 28 32 49 65 36 54 72 39 p o p Z 78 41 81 93 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 13 26 30 45 60 33 50 67 36 0000 2 4 $ a d o 18 133 150 150 150 150 150 150 150 150 18 80 150 150 150 150 150 150 150 150 18 51 102 117 150 150 131 150 150 140 E .a 24 100 160 150 150 150 150 150 150 150 24 60 120 138 150 150 150 150 1 150 150 24 38 77 88 132 150 96 148 150 105 Z.) d 30 80 15D 150 150 150 150 150 150 150 30 48 96 111 150 150 124 150 150 132 30 31 61 70 106 141 79 118 150]42s W U 36 67 133 150 150 150 150 150 150 150 36 40 80 92 139 150 103 150 150 110 36 26 51 59 88 117 66 99 131 �' 0004 t]a t! •� 42 57 114 131 150 150 147 150 150 150 42 34 69 79 119 150 88 133 150 94 42 22 44 50 76 101 58 85 112 0 00 " fx • 48 50 5/8 50 10D 115 150 150 128 150 150 137 48 84 30 60 69 104 138 77 116 150 83 48 132 19 38 44 66 88 49 74 98 • • •' ' '• 54 44 89 102 150 150 114 150 150 122 54 27 53 61 92 123 69 103 137 73 54 17 34 39 59 78 44 66 87 •• 60 40 80 92 138 150 103 150 150 110 60 24 48 55 83 111 62 93 124 66 60 15 31 35 53 70 39 59 79 �� z22 44 50 76 101 56 85 112 60 66 14 28 32 48 64 35 54 72 ~ •7 • 66 36 73 83 126 150 93 140 150 100 66 � � z 72 33 67 76 115 150 85 129 150 91 72 20 40 46 69 92 52 78 103 55 72 13 26 29 44 59 33 49 66 35 • IS 78 31 fit 71 106 141 79 119 150 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 46 61 32 �� (f� O� ¢ Q •-64 0 18 118 150 150 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 47 94 108 150 150 120 150 150 129' • w • •• • 24 89 150 150 150 150 150 150 150 150 24 53 105 121 150 150 135 150 150 145 24 35 70 81 121 150 90 136 150 96 �N~y •• G>~ 30 71 142 150 150 150 150 150 150 150 30 42 84 97 146 150 108 150 150 116 30 28 56 65 97 129 72 109 144 77• W • •ti• • 36 59 118 136 150 150 150 150 150 150 36 35 70 81 121 150 90 136 150 96 36 23 47 54 81 108 1 60 90 120 64 0) z 42 51 101 116 150 150 130 1 150 150 139 42 30 60 69 104 138 77 116 150 83 42 20 40 46 69 1 92 1 52 78 103 55 48 1 57 44 1 89 102 150 1 150 114 150 150 122 48 96 26 53 61 1 91 121 68 102 135 72 48 144 18 35 40 61 1 81 45 68 90 4'8 Q- 54 39 79 91 136 150 101 150 150 108 54 23 47 54 81 108 60 90 120 64 54 16 31 36 54 72 40 60 80 43 H U 60 35 71 82 123 150 91 137 150 97 60 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 35 54 72 39 'Z a 66 32 64 74 111 148 83 125 1 150 89 66 19 38 44 66 88 49 74 98 53 66 13 26 29 44 59 33 49 66 35 H 72 30 59 68 102 136 76 114 1 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 2741 40 54 30 45 60 32 0 78 27 55 63 94 125 70 105 140 75 78 16 32 37 56 74 42 63 83 45 78 11 22 25 37 50 28 42 55 30 18 107 150 150 150 150 150 150 150 150 18 62 125 143 150 150 150 150 150 150 18 45 90 103 150 150 115 150 150 123 3 24 80 150 1 150 150 150 150 150 150 150 24 47 94 108 150 150 120 150 150 129 24 34 67 77 116 150 87 130 150 93 ti 30 64 128 148 150 150 150 150 150 1 150 30 37 75 86 129 150 96 145 150 103 30 27 54 62 93 124 69 104 138 74 o o o \ 36 53 107 123 150 150 137 150 150 147 36 31 62 72 1 108 143 80 121 150 86 36 22 45 52 78 103 56 87 115 62 w s w w c e y 42 46 92 105 150 150 118 150 150 126 42 27 53 61 92 123 69 103 137 73 42 19 38 44 67 88 49 74 99 53 c Y L Ln 48 63 40 80 92 139 150 103 150 150 110 48 108 23 47 54 81 108 60 90 120 64 48 150 17 34 39 58 77 1 43 65 87 46 Lq o ' 1O 54 36 71 ffi 123 150 92 138 150 98 54 21 42 48 72 96 53 80 107 57 54 15 30 34 52 69 38 58 77 41 *�' m m Q, 60 32 64 74 111 147 ffi 124 150 88 60 a, `� `` o 0 19 37 43 65 86 48 72 96 51 60 13 2L42 47 62 35 52 69 37 c -, -, N N 66 29 58 67 101 134 75 113 150 80 66 17 34 39 59 78 44 66 87 47 66 12 242 56 31 47 63 34 s ; a = 72 27 53 61 92 123 69 103 137 73 72 16 31 36 54 72 40 60 80 43 72 u v u °�' `'� w 11 239 52 29 43 58 31 ao25 49 57 85 113 63 95 127 68 78 14 29 33 50 66 37 56 74 40 78 10 236 48 27 40 53 28 z° w' n a ANCHOR/CLIP ANCHOR/CLIP 2 �i U 0 ANCHOR CLIP NOTES: e Q HORIZONTAL MULLION 6 o , 9 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER o a TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. V)4� °o 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS.aa 3�41��b �w a vriffe the S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. �-Aftig e fi d Amgptalm No E L 22 7 a o � ( '� 4 Fww I HORIZONTAL MULLION oa, a nR SPAN Q TYPICAL MULLION CLIP ARRANGEMENTS Q VERTICAL Z � MULLION J J GLAZING GLAZING � PRODUCT PRODUCT Q U ANCHOR/CLI w W1 W2 ~GLAZING PRODUCT GLAZING GLAZING � PRODUCT PRODUCT � ¢ � Q � ANCHOR/CLIP U