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WS-15-2242 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242746 Permit Number: WS-9-15-2242 Scheduled Inspection Date: December 02,2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HADLEY, DANIEL Work Classification: Window/Door Replacement Job Address: 1700 NE 105 Street 517 Miami Shores, FL Phone Number (215)356-7300 Parcel Number 1122300500930 Project: <NONE> Contractor: SOUTH WINDOWS AND DOORS INC Phone: (786)246-2529 Building Department Comments 4 WINDOWS AND 1 DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed im Failed Correction a Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 01,2015 For Inspections please call: (305)762-4949 Page 10 of 40 5 ' Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 SEP o2 2a15 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 2014 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Ws— q—(S— Z2 q Z Permit Type: BUILDING ROOFING JOB ADDRESS: 17M. Ve OJ- 07— AV, -5- City: Miami Shores County: Miami Dade Zip: --50/-5co Folio/Parcel#: // - - L?J7 --09.3 O Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): zar)1�4 W AA 149Phone#: �J 7--3d 0 Address: k771Y) A 6— 1 DCS 57 511 City: /"Z!' W/ '!5�7 ex-to Stater Zip: Tenant/Lessee Name: Phone#: Email: D V1 V1y ` PQLJ G?. _YY2 G d CONTRACTOR: Company Name: �C -fit (t)i r)Wti)S DCU5 ARL Phone#: 67e(P)ca)&U ]'212 Address: 7 tJ i�!) y4.-� 6 ST- City: rCity: t j La-Lu State: C Zip: 5:�) l V t Qualifier Name: 1 A il i j 1LJ Phone#: State Certification or Registration#: —6 CC,V3 1t 5 15 1 Certificate of Competency#: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: 1:7Ziri r) Phone#LV)�S1-�5 S� Value of Work for this Permit: 1�0' OV Square/Linear Footage of Work: i 7 Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Re"placce ❑Demolition Description of Work: r� Cet-1"-a t � h CSW thru tile: Submittal Fee$ S Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ -2-o,4. Bonding Company's Name(if applicable) { r Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 71fSignature Owner gent Contractor The fore oing instrument was acknowledged beforQV this —100 � The foregoing instrument was acknowledged before me thisl day of r 20 1[ ,by e , day of ,20 11',by tqt� VW o who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: -a �® � Print: ,Yy CA Print: d`wa' My Commission Expires: MYCOM ' RowNotary Public State of Florida Arta Notary Public State Cordova Florida Ana Maria de Cordova om ffo de n FF 1 IN s 9 My Commission FF 217186 OL EV COq 019 APPROVED BY l ( Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Property Search Application - Miami-Dade County Page 1 of 8 kk 3 � t i Address Owner Name Folio SEARCH: 1700 NE 105 ST MIAMI SHORES FL 33138 517 Q Back to Search Results PROPERTY INFORMATION Folio: 11-2230-050-0930 Sub-Division: THE SHORES CONDO Property Address 1700 NE 105 ST 517 Miami Shores , FL 33138-2145 Owner DANIEL E HADLEY Mailing Address 1700 NE 105 ST 517 MIAMI SHORES , FL 33138 Primary Zone 4900 MULTI-FAMILY-CONDOMINUM Primary Land Use 0407 RESIDENTIAL-TOTAL VALUE: CONDOMINIUM-RESIDENTIAL Beds/Baths/Half 2/2/0 Floors 0 Living Units 0 http://www.miamidade.gov/propertysearch/ 9/2/2015 + _ Pfoperty Search Application- Miami-Dade County Page 2 of 8 q Actual Area Living Area 1,200 Sq.Ft Adjusted Area 1,200 Sq.Ft Lot Size 0 Sq.Ft Year Built 1965 w Wom 3 � f x r �9 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools http://www.miamidade.gov/propertysearch/ 9/2/2015 t Ali "d C?�tY4iP� iJP•!1 APARTMENTS' `YORK REQUEST APPLICATION Cf S ( Owner's Name � � ' Unit I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. Electrical work PIumbing work Carpet installation **Windows Tile installation Other work a�, Description of the workTr4i^NC+r A Before you decide to upgrade your apartment (other than paint or carpet)you must obtain permission from the Board of Directors and/or Miami Shores Village. A copy sof the plans, specifications and permits, and a description of the licensed work to 'be performed must be submitted for consideration and approval by the Miami Shores Village Building Department(305-795-2204). go '....' ••►• • to i i •« • It is the owner's responsibility to ensure that the contractde*?..edhoves 'a11'excess' construction material or building debris. It cannot be placed in jt ie,dumps$ p5. �' Windo-w frames must be gray in color to look like aluminum-A4ndorm.myst be i 11 Two (2) panels over Two (2) panels. Glass must be clear color. , 1, as the unit owner acknowledge responsibility for any damage to the building on•0«•: personal injuries that may occur during the project. The Shores'Co1idon1iniM Inc' ` its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A 5200_00 deposit is required and will be refunded if no damage to the property, is reported.) I fully undnd d gree to the statements made above. Unit a',Vviner's ature Date ry - - r` Approved by•.. - Date: ! f` � MIAM1•DADE MIAMI—DADS COUNTY e 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) yy—wiv.miavnidWde.gov/econoM1 Lawson Industries,Inc. 8501 NW 90..Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/11, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami--Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact.Resistant **see LABELING: Each unit shall bear a permanent label with the manufacturer's JA or loga,•city, stale,' series, and followiirg statement: "Miami-Dade County Product Control Approvea,ualess dal vise nojer „• herein. •••••• RENEWAL of this NOA shall be considered after a renewal application has been"led and&Mjias been • no change in the applicable building code negatively affecting the performance oJJt L;s product,••• 06:60 .. ..... TERMINATION of this NOA will occur after the expiration date or if there has been a relsllhm &change.... in the materials, use, and/or manufacture of the product or process. Misuse of tile:"A as an endorsement.' of any product, for sales, advertising or any other purposes shall automaticallytermitfate tliNM4. Faihxre•.• 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..> lgAa, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page I and evidence pages F-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.J"90$,,14 MIAMNDADECOUNTY F; �u ExplratiorrDate: April 11,2017 Claim - t%tet r, f c Approval Date: November 13,.2014 Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. - (Submitted under previous NOA No. 11-0 705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked tip drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candida F. Font,P. E. (Submitted under previous NOA No. 113705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, I/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HET140-3053, HETI-10 3057, HETI-10-3130, HETI-103223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted ander previous NOA No'1.1;0705.1.01.... 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS W-44 •• .• 2) Cyclic Wind Pressure Loading per FBC,TAS203--94•'••• ••••:• along with marked-tip drawings and installation diagram oT.Ojj a1uminua horizontal..: sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, l/3j.couflguratv".prepalg4..• by Hurricane Engineering & Testing, Inc., Test Reports••ode+'s HETI-•10-30A%..' HETI-1030491, dated 11/09/10, HETI10-3050,'• HETI-*N-30518►,•:- HETI-10-3056, HETI-10-3131, HETI-10-3224 and;"Ut.'I-10 3226, dated'. 03/23/11,signed and sealed by Candido F. Font,P.E. :'•'•' . (Submitted underprevious NDA No. 11-0705.10) •• 090 000 • 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 • 2 Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz,-Sella; P.1E. (Submitted underprevious NOA No. 11-0705.10) - Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2033, HETI-08 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HET148-20385 HETI-08 2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBG,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL--3098 and FTL-3361, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted tinder NOA No.V?—W27 05) •. • . .. • C. CALCULATIONS 9 8 9 0•• job*:* 1. Anchor verification calculations and structural analysis;•Complying with FBC,.,,: prepared by Lawson Industries, Inc., dated 05/28109,revised o O7/10 as d to idatedron 0 e• 01/25/12, signed and sealed by Thomas J. Sotos,P.E. ,0. • 0 0 • (Submitted under previous NOA No. I2-0127.08) 0 " .. .. . .. ...... . 2. Glazing complies with ASTM E1300--04/09 • 9 .. :096:0 0006.0 D. QUALITY ASSURANCE ... . 00000 1. Miami—Dade Department of Regulatory and Economic Resources(RER�." E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. I( Jaime D.Gascon;P.E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No, 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"r' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted ander previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Sub»ritted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10 3047, HETI-10- 3048, HETI-10-3049, HETI-10 30491, HETI-10-3050, HETI-10-3051, HETI- 10-3052% HETI-10-3053, HETI-10-3056, HETI-10 3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10--3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F.Font, P. E. (Submitted urarler-previous NOA No. 11-0705..10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, sigped and seaie4*6y Rafael 00 E. Droz-Sella, P.E. (Submitted under prev0&%N*A No, 1 j 0705.1 b;.••• 7. Laboratory compliance letter for Test Reports No.'s H1K'I'4--05-20j3d&TI-Uii.r.:. 2034, HETI--08 2035, HETI-08-2036, HETI-08-2037,'HETI-08-2058, HEEL•.; 08-2116A and HETI-082116B, issued by Hurricane Eng}r*jgging &'resting, Ac., ' dated 01/15/08 through 02/28/08, all signed and sealed by C"dp F..FpArt,P. E. ,;;,,• • . • . . (Submitted under previous NOA No. 09-0706.05) •• •• • .. ...... 8. Laboratory compliance letter for Test Reports No,'s FTLO,"7, FTI•,-3098 an6: FTL-3364, all issued by Fenestration Testing Laboratory, Inc., &A04.12106101": .12/11/01 and 01/28/02, all signed and sealed by Luis AntoniQ PYgtreredo.P.A. ••••; (Submitted under previous NOA No. 02-0227.05) ' G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Al uninurn Horizontal gliding Window - LMJ.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14--0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 M1AMl-RADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) ivww.mianjidaq&jov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ)". This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH--7700(Flange Frame)" Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05,dated 05/27/09,with revision"B"dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. 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. 4,00000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant '..'•; •••,, • LABELING: Each unit shall bear a permanent label with the manufacturer's fidrtr$'er logo,*ctty, state,•••e• series, and following statement: "Miami-Dade County Product Control Approve **11*111ess othei•Ndise note4.... herein, •••• •••• ••••• RENEWAL of this NOA shall be considered after a renewal application has been•i iivd►and thore has been.;..' no change in the applicable building code negatively affecting the performance of this product. : 0 000 •••••• TERMINATION of this NOA will occur after the expiration date or if there has-.6beeen$revision or change •00 rs n the materials, use, and/or manufacture of the product or process. Misuse of this NQA as ar(endeemegt • of any product, for sales, advertising or any other purposes shall automatically termnate this NOA..FailuV•••, to comply with any section of this NOA shall because for termination and removal of NOA. '• ADVERTISEMENT: The NOA number preceded by the rvords Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages Fl,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. ML NOA No.1"908.10 MIAM1•D UNTY ,.k 11 Expiration Date: December 27,2016 t Approval Date: November 06,2014 � � �`i. Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted-Wider pervious NOA No. 09-0706.09) -0 2. Drawing No. L7700901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J.Sotos,P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc., all Test Reports No.'s HETI-09-2530A and HET149-2530B, dated 03/02/09, signed and sealed by Candido F.Font,P. E. (Submitted under pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc.,all Test Reports No.'s HETI-08-2003 C,HETI-08-2004 A,HETI-08-2060 A,HET"8 2060 B; HETI-08 2061 A,HETI-08-2061 %HETI-08-2062 A,HETI-,08-2062 J3,• • HETI-08 2063A,HETI-08-2063B,HETI48-2064A and ARtI108 20648 .' dated 03/15/08, signed and sealed by Candido F. Font, P. E. *00:*' •••• •••••• (Subrrritted under NOA No. 08-0825.17) •..... .... .... . . 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-9%...' • 2) Uniform Static Air Pressure Test,Loadingp;r-FBC TAS �2-94..:..' 3) Water Resistance Test,per FBC,TAS 202'94' •• 0000:0 4) Large Missile Impact Test per FBC,TAS YW-014 *0 0• 5) Cyclic Wind Pressure Loading per FBC,TAS 203-9zt••••• • 6) Forced Entry Test,per FBC 24113.2.1,TA' 50242-94�. :0606: along with marked-up drawings and installation diagram of an aluminuarr single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTI -2986, dated 04/03/01 and 03/27/01, all signed and sealed by L-qis Antonio Figueredo,P. E. (Subtrritted rtnder previous NOA No. 01-1009.01) Jaime D.Giscon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and stnietural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted trotter previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGiasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. I3-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 140423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"t' 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 INDUSTRI4S, INC. No;Vor profit corporation, active and organized under the laws of the 'Stde:of Florid, datec�•,� 04/11/14 and filed at the Secretary of State. *so:** ••:••• .•..:. 3. Statement letter of conformance, complying with FBC-2010;d'Afdcl 01/25/?2, signV4•.• and sealed by Thomas J. Sotos,P. E. ••• • (Submitted under previous NOA No.12-0127.16) .•.•.. .. • 4. Statement letter of no financial interest, dated 05/28/09, signed arta sealed 1-6)4 Thoma.... 3. Sotos,P. E. •, • .. (Subinitted under previous NOA No. 11-0705.09) ;••••• .... 5. Notification of Successor Engineer for manufacturer's NO%Jodument.pgt .Sectigm•• 61G15-27.001 of the Florida Administrative Code, notifying originar*.%% iieer that the successor engineer is assuming frill professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 1.1-0705.09) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E--2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09 2530 A and HETI-09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font,P. E. (Submitted under NDA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-0$2003 C, HETI-08-2004 A, HETI-0$2060 A,HETI--08--2060 B,HETI-08 2061 A, HETI-08-2061 B,HETI-08-2062 A, HETI-08-2062 B,HETI-08-2063A, HETI-08-2063B.HETI 08-2064A and HETI-08 2064B,issued by Hurricane Engineering&Testing, Inc., dated 03/15/08, signed and sealed by Candido F.Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s ETL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 124127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window - L.M.I.", approved on 03/29/12 and expiring on 12127/16. 0000 .. • 000.0•� • 0000•• • • 0000•• 0000•• • • • 60,60 0000 •0066•• � • 0000 0000 00.00 00.06• •e • • • 0000• •• •• • •• 0000•• 0000•• • • • 0• • • • • 000•• 0000•• • • • • • • 90 • 00••00 Jaime A Gascon,P.E. Prodtict Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014_. E-3 MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA r WINE 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 90th Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves.the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"4200/6200 Flange—Frame"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L4200--6200-1.201, titled "Series-1200-6200 Flange--Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami;EWe.County Product Control Section Revision stamp with the Notice of Acceptance number and.Upiratiolli•ddte by tlid••;• Miami—Dade County Product Control Section. ...... .... ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ...:.. LABELING: Each unit shall bear a permanent label with the manufacturer's.ta"e,or logo,,*b1ty, stag, • series, and following statement: "Miami—Dade County Product Control Approved'p unless otherwise noted: ..1... .. ..... herein. • . .. .. . .. ...... RENEWAL of this NOA shall be considered after a renewal application has bqprfrlad and there has been • no change in the applicable building code negatively affecting the performance of this ptoducC.,„0 •••••• TERMINATION of this NOA will occur after the expiration date or if there hakk ita revision QI change••• in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as a%etiddrsement of any product,for sales, advertising or any other purposes shall automatically-terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E—1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E: NOA No. 14--0908.18 M1AME•RADE COUNTYga�\ Expiration Date: August 22,2017 Approval Date: December 11,2014 Page I Lawson Industries,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200"6200--1201, titled "Series-4200--6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated. 03/05/12, signed and sealed by Rafael Droz-Seda,P. E. (Submitted under previous NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin-fiame 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, HuTT-ug 2584, dated 07/10/09,HETI--09-2582, dated 07/10/09, HETI-09-7580 un.d dated p7/10/09 all signed and sealed by Candido F. Font,P. E. • ...... .... ...... (Submitted under previous NOA No. 12-0307.06) •••••• ;.... 3. Test reports on: 1)Uniform Static Air Pressure Test,Loadinge•r•FBC, ZOAS*202-94 .� 6 0000 along with marked-up drawings and installation di�Ta� . of 3. r tanglf...•• fin-frame fixed window, prepared by Hurricane Engineeri** & Zestidg, Inas•... Test Reports No.'s HETI-09-2613, dated 09/04/09,;IWTI-09 26-i1, dated -. 09/04/09, HETI-092585, dated 07/10/09, HETI-09-25$1, dated il7XW09 aril"• HETI-09-2579, dated 07/10/09, all signed and sealed by Canj�do;F. Foir j, V.F. ;•••• (Submitted under previous NOA No. 12-0307.06) • 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz Seda,P. E. (Submitted under previous NOA No. 03-032711) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202--94 3) Water Resistance Test, per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02,both signed and sealed by Hector Medina,P. E. (Submitter)under previous NDA 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•Piprricane Engineering & Testing, Inc., Test Reports No.'s HETI—(CZ VS& date:P4/08/07, *:• HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated,b%11/02, AU%ighed apj..;. sealed by Hector Medina,P. E. w w w•w w w w w (Submitter/under previous NOA No. 02-0701.01) 0000 •••• • • C. CALCULATIONS ••�•�• •• �•••� w • ww ww • ww wwwwww 1. Anchor verification calculations and structural analysis,..•ooxflying with FBC, •' prepared by manufacturer, dated 03/01/12, signed and seaed� bj Tho:44400.. Sotas,•'• P. E. w ww w w www (Submitted under previous NOA No. 12-0307.06) • 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued.to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas@ Interlayer" dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complyingwith FBC 5th Edition 2014), ( issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-49 2614, dat*000 9/04/09•, ••• HETI--09-2612, dated 09/02/09, HETI-092586, dated 031JOOg, HETI-Q9 2584, .' dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-0&40, da'�ea•0�/10/!39,•• • HETI49-2613, dated 09/04/09, HETI-09 2611,dated 09tO4/109,HETI'09-25$5,...; dated 07/10/09,HETI-09 2581, dated 07/10/09 and HETI-Q1r-*2%79, dafed Owl 049 •• all issued by Hurricane Engineering & Testing, Inc., signed 4Z.D�led by CandidoZ:..' Font,P.E. (Submitted underprevivus4VOA No.42--0307 06)•..:•6. Laboratory compliance letter for Test Reports No.'s HETI-V-,4010 dated'03/05/12, •. HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 0 '/30/03, HICTI-W-1710 '•• dated 01/30/03, HET143-1776, dated 01/30/03, HETI-O%-XI7, datgd,01/30/Q3;•• HETI-03-1774A, dated 01/30/03 and HETI-03--1774B, dated 01/30%*al issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.L", approved on 05/24/12 and expiring on 08/22/17. Jaime A Gascon,P. E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 B-3 M I AM I•DJADE MIAMI—DADS COUNTY,FLORIDA f 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) wNvw.mlam[dede.gov/economX Lawson Industries,Inc. 8501 NW 90'b Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SDG-9200"Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E.,bearing the Miami:DAde County Product Control Section Revision stamp with the Notice of Acceptance numbep and.Expirafion.dale by tlre►... . . Miami-Dade County Product Control Section. •• • • •• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••• •••• •••••• . ...... . . . LABELING: Each unit shall bear a permanent label with the manufacturer's-name or logo,.city, state,•'•: series, and following statement: "Miami-Dade County Product Control Approved+';unless oirerwise noted••• herein. ...... .. ..... RENEWAL of this NOA shall be considered after a renewal application has bgg4 f 1fd anti theVre has been, • no change in the applicable building code negatively affecting the performance&th1s Product. . ...... TERMINATION of this NOA will occur after the expiration date or if there has beta a recision or chaQge..; in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an ericl'orsement of any product, for sales, advertising or any other purposes shall automatically terminate thisAOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1.204.12 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E--4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-0908.02 MIAMI-DADE COUNTY ,�va Expiration Date: February 13,2018 Approval Date: May 07,2015 Page 1 t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14,prepared by manufacture, dated 09/25/12,with the latest revision`B",dated 04/15/15, signed and sealed by Thomas J. Soto,P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI 11 3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12--4064, dated 09/24/12,all signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test 1 ,ppprts No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20ill, 11ETITII-33907,... dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI41 33;0, d;tgd-Q1/16/12,•; HETI-12-4052, dated 07/10/12, HETI-12-4054 and"HETI-12'4965, datdd'0 0 09/24/12, all signed and sealed by Rafael E.Droz-Seda,P. 9.::::• ••;• ;•••• (Submitted under previous NDA No. 12-1204.12) 000000 0000.' 0000. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading perIFBC,;' 0;02-944:•• 2) Large Missile Impact Test per FBC,TAS 20T 94 3) Cyclic Wind Pressure Loading per FBC,*.-fX4?03-9.4 0. see*** along with marked-up drawings and installation diagram.of an AluthlhtiM Sliding . Glass Door, prepared by Hurricane Engineering & Testing,-14., Test Pport $1'0.0 0 HETI---12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Sdda, P. E. (Submitted under previous NOA No. 12-1204.12) 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11 3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NDA No. 12-1204.12) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5., Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitter)under previous NOA No. 12-1204.12) 6. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked—up drawings and installation diagram of an Alumilauin Sliding Glass Door, prepared by Fenestration Testing Laboratoiy+•Inc., a'l'es! Reports•:- No.'s FTL-3078, dated 01/10/02, signed and sealed by'Luls) Figuefddo, P.E.;•. FTL,3525 and FTL-3572 dated 09/09/02 both signed �K c;*Baled b 'lose h:V 8`n .r�. y. p . Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, date,d14/29/02,.VTL-342V,**; dated 04/26/02, FTL.-3492, dated 06/20/02, FTL-3403;•dated W2402 and•- FTL-3516, dated 07/12/02, all signed and sealed by James &Wb2th,PM •. 99:06" (Submitted under previous NOA No. 02---1126.04) . . . . ...... C. CALCULATIONS 1, Anchor verification calculations and structural analysis,•tor?iplying ydi=h FBC, • prepared by manufacture, dated 04/28/15, signed and sealed by Thomas 1.13oto,P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gaston,P.E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916,10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916,11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas@ Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423,16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19114, expiring on 05/21/16. 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black),published by Team Plastics. Inc./Bayshore Vinyl Compounds, Inc. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51'' Edition (2014), issued by manufacturer,dated 09/02/14, signed and scaled by Thomas J. Spfps,P.E. 2. Statement letters of no financial interest, independence, conformance axil•complyiiag.o. with FBC 2010, issued by manufacture, dated 12/03/12, signal and sea#edft Thomas•• J. Soto P. E. •••••• •Y.. ...Y.. (Submitter/under previous NOA No. 121204.12) •••••' .... .... . . 3. Laboratory compliance letters for Test Reports No.'s HETI-4.1. 1269, dato&05/16 1.1,.. HETI--11-3270, dated 05/16/11, HETI-11-3271, dated ?8W11, IAAF-11-3201, •* dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI 1Y'S275, dated'10/207ff,':' HETI-11-3291, dated 07/15/11, HETI-11-3292, dated j656J 1, dated 10/03/11, HETI--11-3313, dated 10/20/11, HETI-41-3314, dated'10/20AI I, „ HETI-11-3329, dated 01/16/12, HETI-11-3330, dated Ott16P12, AET"2--464d • dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI---12-4051, da`tlyd b6/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc'., all signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No 12-1204.12) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13,2018 Approvai Date: May 07,2015 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTDWED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11 3313,HETI-11.-3314, HETI-11 3329, HETI-11 3330, HETI--12--4040, HETI-12-4041, HETI-12--4051, HETI-12-4052, HETI-12--4053 , HETI-12--4054, HETI-124064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NDA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon,P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078,dated 01/10/02,signed and sealed by Luis Figueredo,P.E. (Submitted under previous NOA No. 02-1-126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing.Labvratory,*bar.,%Ifor Test.... Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated-W29/0% 141,34261' dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493'.2?dted 061'24/02 ante'• FTL-3516,dated 07/12/02, all signed and sealed by James Uf%V.g11h,P, 1�.O; ;••••; (Submitted under previous NOA No. 02-1126.04) ..... • .... ..... . ...... .. ...... G. OTHERS •• •• • •0 •000.0 1. Notice of Acceptance No. 12-1204.12, issued to Lawson-.Z31Aries,jue for ft.;;. Series "SGD 9200 Aluminum Sliding Glass Door-L.M.V approveg'611VI/31/13 06 GO and expiring on 02/13/18. 0 . . ... . .. . Jaime D.Gascon, . - Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-4 MIAMI- MIA141I--DADE COUNTY,FLORIDA e DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) M .miamidadegov/econoinv Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone, DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement--L.M.I. APPROVAL DOCUMENT: Drawing No. LAW—ML--1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiation date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturces name or loj%.city, state, series,and following statement: "Miami—Dade County Product Control Approv4i",VNess otlmrvAse notal..•• herein, .. .. • ...... .... ...... RENEWAL of this NOA shall be considered after a renewal application has be ;.040W and thee;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 hasVe�R a revistm or chanfe••• in the materials, use, and/or manufacture of the product or process.Misuse of this b 1 as air andorsemdirt'••• of any product, for sales, advertising or any other purposes shall automatically terl;"�4te this NOX. Failth-t*�:' to comply with any section of this NOA shall be cause for termination and renro4al oTtgOA. • ••• • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade•Qounty,•PTMIda, and followed by the expiration date may be displayed in advertising literature. If any pSrtion 0 JV.NOA-7is•• displayed,then it shall be done in its entirety. '• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E—1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E, NOA No. 14-0908.08 MIAMI DADS COUNTY ` ,��ca t Expiration Date: May 30,2017 Approval Date: November 06,2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-050.1.05 and 95--12IZ09) 2. Drawing No. LAW–ML--1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HET"2 T071, dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E. Droz–Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked–up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz–Seda,P. E. (Submitted under previous NDA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked–up drawings and installation diagram of 120–inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI---02--1716, dated 8/27/02, signed and sealed by Rafael E. Droz–Seda,P. E. (Submitted underprevious NDA No. 02-0501.05) '500009 4. Test report on: 1) Large Missile Impact Test per FBC,TASZ'201-'44. "•• •••••• 2 Cyclic Wind Pressure Loadin per FBC T - Z3-94.:::• •. along with marked–up drawings and installation -of.Zi,n ahuninuan slidilig••; glass door, prepared by Hurricane Engineering & Testing,Ifit., Test-amort I3d O'': HETI-02-1718, dated 8/27/02,signed and sealed by Rafael Ir15*oz–SedA,P!E. *:**• (Submitted under previous NOA No. 02-0501.OS) • S. Test report on: 1) Uniform Static Air Pressure Test,LoadinEtpax EBC,TAS.202-94••• • along with marked–up drawings and installation diagrain•of an aluili;n}in slidi%.:. glass door, prepared by Hurricane Engineering & Testing life., Test Report I:dp�• ; HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz---S;cta iq. E. (Submitted under previous NOA No. 02-050.1.05) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 144908.08 Expiration Date: May 30,2017 Approval Date: November 06,2011 E-1 9 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cONTrl tuED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-12.12.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90--inch span mullion and a 45-- inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. .... . . .... ...... F. STATEMENTS `` •• • . . 1. Statement letter of conformance to and complying with FBCA.Mflon (2Vt4), issu8d••'• by manufacturer, dated 09/02/14, signed and sealed by Thomas J.Sotos,P. ;••••; 2. Department of State Certification of LAWSON INDUSTRIE0,4NC. as o Or profit... corporation, active and organized under the laws of the`nAfd of 11A� id4, dated-*•- . .. .... .. . .. . 04/11/14 and filed at the Secretary of State. . 3. Statement letter of conformance to and complying witt IMC-201.0, issued pyo;: manufacturer, dated 01/25/12, signed and sealed by Thomas J. Spt9s,P. Z"" (Submitted under previous NOA No. 12-0127.07) 00 . ••• • 4. Statement letter of no financial interest, issued by manufacturer, dated 135120112, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.07) Jaime A Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval.Date: November OG,2014 E-2 t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted tinder previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, RE T142-1718, elated 8/27/02 and HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc., signed and sealed by Rafael E. Droz—Seda,P. E. (Subisnitted tinnier previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL—1376, dated 01/31/96, and FTL---1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement —L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Gage Y • • • •r•• 00.00• •• • • •• • ••••r• 0000 000.0• • 0000 0000•• 0000 s • 0000 •••• •••r• •0•••• • • •• • 0000• •• •• • •• 000000 •00.0• 0 • 0 • • • 0 0 • • • ••••0• 00 0 0 000 Jaime D.Gascon,P. P. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 Al�° � Miami Shores Villageo 10050 N.E.2nd Avenue NE CIS 4 '�nd Miami Shores,FL 33138-0000 to Phone: (305)795-2204 ' ' f JR �• / ��.... �E ' Expiration: 03/14/2016 Project Address Parcel Number Applicant 1700 NE 105 Street Number: 517 1122300500930 DANIEL HADLEY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell DANIEL HADLEY 1700 NE 105 Street (215)356-7300 MIAMI SHORES FL 33138- 1700 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,480.00 SOUTH WINDOWS AND DOORS INC (786)246-2529 Total Sq Feet: 144 Type of Work:4 WINDOWS AND 1 DOOR REPLACEMEN Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-9-15-56931 DBPR Fee $2.25 09/16/2015 Check#:3052 $204.70 $50.00 DCA Fee $2.25 Education Surcharge $1.40 09/02/2015 Credit Card $ 50.00 $0.00 Permit Fee $150.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $254.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infor tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize t above amed contractor to do the work stated. September 16, 2015 Authorized Signature:Ow ApplicapK1 / Contractor / Agent Date Building Department Copy September 16,2015 1 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT P' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE a ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING _ HORIZONTAL MULLION o a PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY N' °i ANCHOR/CLIP HORIZONTAL MULLION GLAZING M a) � PRODUCT -- -- -- \ + N GENERAL NOTES: o n `� o ` �' c� : 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE � �'-y � \ REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING Z O + 'cv HIGH VELOCITY HURRICANE ZONE (HVHZ). ° Z VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ,� w z MULLIONMULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER oo � a � � ch o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. z N 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, O = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. �, W GLAZING GLAZING GLAZING �, t- GLAZING N PRODUCT PRODUCT PRODUCT _j v°i PRODUCT 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. b N ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Qr 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ,D WOOD ANCHORS ONLY. C/] 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, w W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE - SECTION 2003.8.4. WIDTHW = W1 + w2 + w3 MULLION & CLIP NOTES: WIDTH (w) 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET ••• � 2 OF 10 FOR DETAILS AND NOTES. •••• •• • ANCHOR CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS • / ANCHOR/CLIP a • HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET oil •�•� " ' �- N• N 4 OF 10 FOR DETAILS AND NOTES. • •• •• ' * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS GLAZING ��. s•s ' > i' 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS •• •• A • R �• •• MULLION PRODUCT �`� 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. w a VERTICAL N ••o••p •. . 00 . IF + �, REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS :'>v;' • z . a .. . • a• i •• i GLAZING GLAZING a ' ,• ; • PRODUCT PRODUCT vai GLAZING ,' GLAZING II oe ad PRODUCT I PRODUCT o z N b t �a s a VERTICAL ANCHOR/CLI MULLION ANCHOR /CLIP - Q is mi Shores Village 2015 OPY "9 JL_ P BY DATE ' W1 W2 ' W1 - W2 1 0NING DEPT -- - _ - - ca .. :� c W MULLION SPAN I L �» 6 BLDG EPT >'ROnuGrl;13vls>iA z ,s complying Vial the Florida „ 3uldinL;Co6e C WfDTH (W) = W1 2 W2 WIDTH (W) = W1 2 W2 E3 - TO CON►PLANCE WITH ALL F D RA , Ole08 Accepinacai`o •• _ LATF AND COUNTY RULES AND REGULATIONS TYPICAL MULLION ARRANGEMENTSAcal illdllCl A 1.690 ,125 .062 1.500 AS6 TYP, - - 'D� 62 .125 p q I to rI 5.000 � � � � W p 1.405- E71L732 062 .125 cn ,< �+` p {� 4,000 440D .115 I �- 4 z N 3.000 13.062 3.000 F.115 m 0 M 2 X 4 TYPICAL �J 2400 1.732 2.062 `-' 2.000 L_J a Soo STD, TUBE WINDOW FRAME z 0 c Z X LION CLIP MULLI� I Goo m O c 2 MUL L 6063-T8 .168�I 11.000 N '156 k 1.000 .156 078 �"� 6400 I 1,062 1.188 . 1.062 1188 -1062-01 z NOTCH L 2 X 60 •L• OPTIONAL 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 p STD. TUBE CUSTOM_ MULLION CUSTOM MULLION CUST M MULLION CUSTOM MULLION CUSTOM MULLION y�y Q MULLIO 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 `S E-1Ixx: 2.070 int Ixx: 1.000 in! Ixx: 0.950 in! Ixx: 0.370 int Ixx: 0.330 int U r1n v Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 o Z vc L21000_1H tj Z0eFLANGE FRAME) ca a ( } (FIN FRAME) (FLANGE FRAME) '(FIN FRAME) � NG€ FRAME) o i STANDARD TUBULAR SHAPES 2.000---1a:cotnplyin %vi4ilft :I TYP. WALL = .125" ALL Building Co e �'9 ALLOY - 6063-T6 LOGO- Acecp2imce]'o 1 �°'"0J ' �t �! .125 L',.Y lfa'o D ]c W 14 •I .750 TYPICAL P n GLAZING PRODUCT By __ 1.000 h 124 4i n5 nada adduct C ttil �fI � w 1.000 1 z000-� 2.000 11.000�j 125 A 4.000 ,� •• • I b.000 3.000 .125 ••• • • .i • • 2,000 • 4,500 • •• • • •• •b .moi •• • p IX MULLION CLIP 2.000 3400 4.000 0.000 m •• • .- J L L) 6063-76 1 X 4 1 X 3 1 X 2 • .. ' .. �• ;I p • • MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION NOTCH N . .�' . s Q q y• �'L' .L. TYPICAL GLAZING PRODUCTS 6063-T6 6063-T6 6063-T6 . ' ° ' ' • OPTIONAL HORIZONTAL OR VERTICAL 2 X 6 2 X 4 Ixx: 2.070 int Ixx: 0.950 int Ixx: 0,330 int • STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 in3 Sxx: 0.633 ire Sxx: 0.330 ire ' *'' d ; •• •o •• � 0 o SEE WINDOW OR ODOR APPROVAL FOR • •c• a •• • FASTENERS SIZES AND SPACING 8063-T6 a 6083-78 a • Cl• H • x a a Ixx: 8.280 in. Ixx: 2.980 in. U • • • y 41 Sxx: 2.760 in3 Sxx: 1.490 in3 $z 0! CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS ? ;� MULL AV INSTRUCTIONS: USING MULLION PROPERTIES ONLY fF; 1. X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON S MIAMI-DAbE STEP i DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 3 2,688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. to STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD �� NOTCH 1 X 4 3,688' REQUIREMENTS. OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688 NOTES: APPROVAL. _ F .125 MIN. 2 X 6 5.688` STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET c� ti== 2.000 USING CHARTS ON SHEET 3 Of 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CUPS AND ANGLES ARE TO FITTS FP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED1;� SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR LANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10, MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. d� TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS va Width w MULL SPAN 1X2 1X3 1X4 I 2X4 2X6 Width(w) MULL SPAN 1 X2 1X3 1X4 2X4 2X6 Width(w)l MULLSPAN 1 1 X2 1 X3 1X4 2X4 2X6 ri 18 150.0 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 18 - 19.3 42.1 60.5 150.0 Z z 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 q 30 123.0 160.0 150.0 150.0 150.0 30 17.0 48.9 105.5 150.0 150.0 30 - - 25.2 36.3 100.9 v� 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 M 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 � a o 48 38.318.. 76.9 150.0 150.0 150.0 150.0 48 74414" - 30.6 66.6 95.8 150.0 48 120" - - 15.8 22.7 63.1 0 a,-, q M 54 68.3 137.6 150.0 150.0 150.0 54 - 27.2 69.2 85.2 160.0 54 - - - 20.2 56.1 °' a 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 63.3 76.7 144.2 60 - - - 18.2 50.5 z 66 55.9 112.6 150.0 130.0 150.0 66 - 22.2 48.4 69.7 131.1 66 - - - 16.5 45.9 «- q Z 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 v _ ; O o 78 47.3 95.3 150.0 150.0 150.0 78 - 18,8 41.0 59.0 110.9 78 - - - - 38.8 a 18 89.3 150.0 150.0 150.0 150.0 - 56.3 122.6 150.0 150.0 18 - - 31.6 45.5 126.4 I 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 15o.V 30 - 33.8 73.6 105.9 150.0 30 - - 19.0 27.3 75.8 14 36 44.6 118.6 150.0 15o.0 Oo 36 - 28.1 61.3 88.3 150.0 36 - - 16.8 22.7 63.2 t� z 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 50.618" 33.5 89.0 145A 15W 150.0 48 84" - 21.1 46.0 66.2 140.8 48 132" - - - 17.1 47.4 U 54 29.8 79.1 129.2 0.0 150.0 54 - 18.8 40.9 58.8 125.2 54 - - - 15.2 42.1 'x-, 26.8 71.2 1164,110 150.0 150.0 60 - 16.9 36.8 53.0 112.7 60 - - - - 37.9 ~ o 66 24A 64. 66 - 15.3 33.4 48.1 102.4 66 - - - - 34.5 � 7 1 .7 150.0 15Q0 72 22.3 59.3 96.9 139.5 150.0 72 - - 30.7 44.1 93.9 72 - - - - 31.6 N e 78 20.6 54.7 89.5 128.8 150.0 78 - - 28.3 40.7 86.7 78 - - - - 29.2 W w 18 62.6 160.0 150.0 150.0 150.0 18 - 37.7 82.1 118.3 160.0 18 - - 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 U) 36 31.3 90.1 150.0 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.6 48.7 o • 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 A 48 57 23.5 67.5 114.7 150.0 150.0 9fi - - 30.8 44.3 107.8 48 144 _ _ - - 36.5 Z ro 54 20.9 60.0 101.9 146.8 150.0 54 - - 27.4 39.4 95.8 54 - - - - 32.5 f.I ••• •• 60 18.8 54.0 91.7 132.1 150.0 60 - - 24.6 35.5 86.3 60 - - - - 29.2 • •• A • 66 17.1 49.1 83.4 120.1 150.0 66 - - 22.4 32.3 78.4 66 - - - - 26.6 • 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 - - - - 22.5 •• • M •• $ 8 •- 18 46.3 133.4 150.0 150.0 150.0 18 - 26.5 57.7 83.1 150.0 18 - - - 31.0 86.1 •• • d •• •. 24 34.8 100.0 150.0 150.0 150.0 24 - 19.9 43.3 62.3 150.0 24 - - - 23.3 64.6ftc•; •• •• 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 ' "• o •• •• 36 23.2 66.7 125.2 150.0 150.0 36 - - 28.8 41.5 113.6 36 - - - 15.5 43.1 " • 42 - - 24.7 35.6 97A 42 - - - - 36.9 a ° •• :� � •� •• 42 99,9 51.2 107.3 150.0 150.0 • � • 48 63" 17.4 50.0 93.8 135.1 150.0 48 108" - - 21.6 31.1 85.2 48 150" _ _ - - 32.3 •�� •. 54 15A 44.5 83.4 120.1 150.0 54 - - 19.2 27.7 75.7 64 - - - - 28.7 � -,� •• � z 60 - 40.0 75.1 108.1 150.0 60 - - 17.3 24.9 68.1 60 - - - - 25.8 a a 66 - 36.4 68.3 98.3 150.0 66 - - 15.7 22.7 62.0 66 - - - - 23.5 4 ' 72 - 33.3 62.6 90.1 150.0 72 - - - 20.8 56.8 72 - - - - 21.5 P° 78 - 30.8 57.8 83.2 150.0 78 - - - 19.2 52.4 78 - - - - 19.9 HORIZONTAL MULLION c"LAZING _ TYPICAL MULLION ARRANGEMENTS a MULLION PRODUCT LLION ARCHES TO BE INSCRIBED rA INSIDE RECTANGULAR SHAPE GLAZING clazrNc O¢ NOTE: PRODUCT PRooucr MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 1RODUCTTt&VFSHn fA N as coiuplying wilb(Im 1+101f& C 3 VERTICALLY OR HORIZONTALLY. i3uildlue,Codc GLAZING GLAZING INTERPOLATION BETWEEN WIDTHS ALLOWED Accownce PRODUCT PRODUCT grp o " WIDTH (W) W1 + W2 �iiam'i3acleProductC�niroi +�� `'4R� H W1 W2 I MULLION SPAN _I - 2t?_ ,� A 1.640 7�- .125 1.000 .062 J .688 312 1.000 1.500 Vj � a rTYPICAL .125 062 156 TYP. 125 ,125 0 4 z to lF4= 3.000 M to 0 ].405 4.000 .135 1.732 N t rn U w co 4.000 3,000 3.000 3.062 0 0� 3.000 2,688 2 X 4 4-0003.6 25 STD. TUB lo 4.500 oo MULLION WINDOW FRAME tj z Z m 2X MULLION CLIP 188 156 �l.000 00 � o. IIE o g:3 x '�� Q 6063-T6 102 1.1.062 1022 X 6 1.062 � STD. T1 X 3 1.188 NOTCH 'L' 6.000 STD. TUg 1 X 4 1 X 3 'L• OPTIONAL MULLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION CUSTOM MULLION 6063--T6 CUSTOM MULLION 6063-T6 a Q4 6063-TS 6063-T6 i \\\ Ixx: 2.168 int Ixx: 2.218 in4 �4 z Ixx: 4.709 int Ixx: 4.709 in4 Ixx: 2.168 int Sxx: 1.445 in3 a Sxx: 2.355 Tn3 Sxx: 2.355 in3 Sxx: 1.445 in3 Sxx: 1.479 in3 Z Z a a L21000-1 g a (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) H b 3 �r � STANDARD TUBULAR SHAPES I TYP. WALL = .125' ALL 2'000 ul 0 o I ALLOY = 6063-T6 1.580 f1 1aj U 750 II TYPICAL I GLAZING PRODUCT W C3 `1 .180 1.01001625 2.000 .125 2.2504.1000 7 H • • I 6.000 #12 S.OM`S.012' •••• i • •• 4 •• • ••• 4.900 4.000 I25 ••• • • • • • o • ••• 1X MULLION CLIP 3.000 4.000 3.625 ••• .� •. • 6063-T6 •• •LL • ••• MULLIONS CONTAINING ;• �•• NOTCH ,e TYPICAL GLAZING PRODUCTS c4x5.a •" • •• OPTIONAL HORIZONTAL OR VERTICAL PRODUCI'REVISED c •• •: as coial lying v4di the Florida d • o :• • u • a o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 nuildlog Codi •43 c • • • •• FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION [.�•I Itl' a na 43 u M •• • 6063-T6 6063-T6 a. o m x;, Ixx:19.648 in! Ixx: 7.649 A Iaa+l dsYroductCunlrol1' '$`z CLIP LENGTH Sxx: 6.549 ire Sxx: 3.825 in3 a , 'L• 'L' RECTANGULAR ALUMINUM TUBE MULLIONS MULL "L„ INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. t �� 1 X 2 1.688` THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT Rr .`..... STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. S MIAMI-DADS STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH I X 4 3.688' REQUIREMENTS p OPTIONAL 2 X 4 3.688` STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT NOTES: APPROVAL. M+,�pk•. 125 MIN, 2 X 6 5.6881 STEP SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o 4` 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. T�f _ -' '< •' r` O 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP t ABOVE. HORIZONTALLY. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS G4 I 6063--T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET % SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 1 -2000 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w . MULL SPAN I 1 X3 1 X4 2 X 4 2 X 6 Width-(W MULL SPAN 1 X3 1 X4 1 2 X 4 2 X 6 Width (W) MULLSPAN 1 X3 1 X4 2X4 2 X 6 18 '150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 C4, z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 W C3 q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 00 to 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150..0 150.0 36 22.0 47.8 77.7 150.0 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 N ac c 48 38- 318" 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 0 w, A ,o 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 - 31.9 51.8 133.1 0 � o `v 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 - 28.7 46.6 119.8 3 v 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 - 26.1 42.4 108.9 z o Z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 - 23.9 38.9 99.8 Uj z . d o 78 150.0 1 150.0 150.0 150.0 76 42.9 93.2 150.0 150.0 78 - 22.1 35.9 92A 00 M a- 18 150.0 150.0 150.0 160.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 ] 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 '150.0 W 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 � z 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 F' 0 $ 48 50618" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" - 27.0 43.8 112.5 c 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 - 24.0 38.9 100.0 Z 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 - 21.6 35.0 90.0 zo 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 - 19.6 31.8 81.8 Gy 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 - 18.0 29.2 75.0 78 124.9 . 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 - 16.6 26.9 69.2 rs�� 18 150.0 150.0 150.0 150.0 18 86.Q 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 w 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 N v I~ 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 (� 5 { 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115.5 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 - 23.7 38.5 99.0 Q 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" - 20.8 33.7 86.8 �z 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 - 18.5 30.0 77.0 H ........ .. . 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 - 16.6 27.0 69.3 •••• .. .' 66 112.1 150.0 '150.0 150.0 66 23.5 51.0 82.8 150.0 66 - 15.1 24.5 63.0 •• •w* •• *069 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - - 22 5 57 8 •• '" •o • • •• • .• li b' ; •..� 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - - 20.8 53.3 '§ 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 d, � *00 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.6 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 - 24.5 39.8 102.2 • 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 - 21.0 34.1 87.6 m8. .a ••• 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 46 150" - 18.4 29.8 76.6 0,9•IS • •• 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 - 16.3 26.5 68.1 U ; • Z z 60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 - - 23.9 61.3 l z° 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 - - 21.7 55.7 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - - 19.9 51.1 a P9 78 70.2 131.4 150.0 150.0JIF 78 - 30.3 49.2 124.4 78 - - 18.4 47.2 HORIZONTAL MULLIONS; i:i6ldiT�� PRODU�rs TYPICAL MULLION ARRANGEMENTVERTICAL S MULLION ARCHES TO 8E INSCRIBED INSIDE RECTANGULAR SHAPE z :: _= 46 o z NOTE: �. , .- GLAZING GLAZING a PRODUCrP.BVISED PRODUCT PRODUCT �- MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ascomplying%viditimTlorida ►,z ':��x ' r BuBdluHCade .. ! � a ^ 3 VERTICALLY OR HORIZONTALLY. �/ �✓ °" "• "" GLAZING GLAZING Acceptance No PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) n n _ ' y;•, % ,;, j t w1 + W2 By-_ S4 s W1 W2 WIDTH {W) = viianti�adoProductControl MULLION SPAN _� 2 A ' MIN. EDGE DIST. / „ 5/16' TAPCONS 5/16" TAPCONS 2-3/16"EDGE CONDIST. OR 1 1 4 MIN. 1-1/2" MIN. WOOD PENETRATION 1-1/2" MIN. WOOD PENETRATION EDGE DIST. 2 PER CUP (1 ON EACH WING) 1 PER ANG 4E 4" OLLOW BL CK 4'e 5/16" TAPCONS 5/16" TAPCONS 40 W 1-3/4" MIN. EMBED INTO MASONRY 1-3/4- MIN. EMBED INTO MASONRY Q E) - 3/4" 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE tto o tto O • MIN 1 _ I 1 M 40 U) Z 1w UP 1 I u 11 II 1! Z } o p II 11 II ii It 11 1[ [I .- '� Z Z l,'L 11 ;J 00 if it 2 7/16" Ii iI !i i� 0 z � O o ----------- J „ „ 2x2X18- I ]x FLOATING CLIP t I ALuel ANGLE MIN. II 11 I I as °' r ° 1 I 2 BY 1 I LI 1 $Y I =i.3I 11 11 f- \ WOOD BUCK I I I f : 1 ------------- WOOD BUCK 7 1X FLOATING CLIP I I I I ALUM2 X 2ANGLE$" A } I I t 1 1 \ I I I I 13 LI ~ W Z c)IT 1 1 3/4" MIN. 5/16° TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) EDGE DIST. 1-1/2" MIN. V100D PENETRATION 1 PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) N a 4 ANCHORS THRU 1X BUCKZ w ALL CLIPS AND ANGLES TO FIT SNUGa r INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK c �C I \z 1 1 TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL MIN. EDGE DIST. 2-3/16�� CONCRETE OR ul U d 1 t 1 1 I 4. HOLLOW BLO K 5/16" TAPCONS 5/16" TAPCONS F� 8 1I Il 1-3/4- MIN. EMBED INTO MASONRY t-3/4' MIN. EMBED INTO MASONRY A T 1 2 BY I li 2 X 2 X 1/8" 2 PER CUP (1 ON FJU1 WANG) 1 PER ANGLE WOOD BUCK I I i ALUM ANGLE a = i F{ ••• •• • •• ' ( U II • • .• I M . • a '�. t0 � . • • I I ALL CLIPS AND ANGLES TO FIT SNUG - - .. •«r •• •• •• ALTERNATE INTO TUBE MULLIONS. ` a ' • - `' ' '� •• • " TAPCONS MAY BE HEX OR FLAT HEAD. �— I 1 •• •7 •• ' H o • •• ANCHOR LOCATION • •• • •• c om • •• ANCHORS TYPE 'A' , , , , • �'• •• '• q •• 2 ANCHORS INTO WOOD o —�i Ii iI •• •«` •• toy r-, t, 11 2 X 2 X 1 8" � .d .• .. ------- J 1 X FLOATING CUP +' •• • , 1 WOOD BUCK I I 1 t 1 I ALU?d ANGL d• a „ 5/16" TAPCONS 5/16- TAPCONS N I I I I LI U •a • •• 1 1/4" MIN. f-1/2- MIN. WOOD PENETRATION / \ 1 I I 1 l 1 .•d .a • • • E GE DIST, 4 PER CUP (2 ON EACH VflNG 1-1/2" MIN. VlOOD PENETRATION I f 1 I 1 f s d 2 PER AN I f 1 1 I I u •• • z z 1 1 kz° w ANCHORS TYPE 'C' (INTO BLOCK) a ANCHORS TYPE 'F' (INTO CONCRETE) -;`_ . • 2 ANCHORS THRU 1X BUCK �,>i1TFatlt, INTO CONCRETE OR BLOCK 1 1 r�•ti.y't I l I t I I Ar. i �.`tQ• g r_, I I 2 X 2 X 1(8- 1 tN�- ----- FLOATING CUP E _ , -------- I I I 1"] ALUM ANCL t 1 � 'v� �? •e 1 I 2 BY I 1 w U T 1 PRODUCT TiEVISEQ '' �` -� G ` N ., \ I I WOOD BUCK 1 I I i X ! a_4 complying wilk 010 Florida 1 t I I I I f----"-----i BuildingCedc I ! Acceptance No- gyp ANCHORS TYPEBy_ 'B' ALTERNATE B �--� ! W ' 1sc1 Control � `",r; 3•r r:,,,�+...r •,.- E-� 4 ANCHORS INTO WOOD ANCHOR LOCATION viiaml�3adet?rod s A MIN. EDGE DIST, s/ls" TAPCONS MIN. EDGE DIST. 0.4 2-3/16 CONCRETE ORrn 2-3/16" CONCRETE OR f-3/4" MIN. EMBED INTO MASONRY A 4.. HOLLOW BLO K 2 PER CUP {1 ON EACH MING) 5/16" TAPCONS 4 S/16 OLLOW BL CK TAPCONS g � /16" TAPCONS 0 3 1 4' 1-3/4" MIN. EMBED INTO MASONRY „ 1-3/4" MIN, EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY p 4 MIN. 1 PER ANGLE 3/`I 4 PER CLIP (2 ON EACH FANG) 2 PER ANGLE � ul MIN. s.• ov y Z °' •i O • t �Z :a .,.• ,•� ° ► ,v,e ..i.:. .r: r. �• 'Z r` .. Z -4'• =• '. " '•. °- .7 ,. .t '� .: 1 s . M g I' .� • 1.; . f ; t _ I '� .:I t i •M ': I .�: t . :. •:i 1 �,, ti . ( 0 A •►. v 1 . Q 1 7. • •►. •. •►. sv • -A." '.• i .� �f IRV u" 11 I I I I I I I 11 I I Z Q Z Ate-, d O ?C I I CONCRETE\OR II 1 X II II CONCRETE OR I I( 0D a IL—�I CEMENT BLOCK II 11 CEMENT BLOCK I i CONCRETE OR �r—,J I I I 2 x 2 x 1/8' .� Lr—'J I I I 2 X 2 X 1/8" + 1 --------- CEMENT BLOCK I 1 1 I ALUM ANGLE I 1 1 ALUM ANGLE 1 I I FLOATING CUP I 2 7/16 I I U W Z l I I I I I I / 1 FLOATING CUP I 1 I 1 I MIN• I I 1 I I ; p I t I I I 3 1/4" MIN. p. r! a ►,. I MULL .. .} MULL H +� ~' ' �'�` ' •� ' `•'r ANCHORS TYPE 'C' INTO BLOCK ANCHORS TYPE 'D' (INTO BLOCK) U� o i ANCHORS TYPE 'E' (INTO CONCRETES ANCHORS TYPE 'G' (INTO CONCRETE) a 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK1 1 1"x4" & 2"x4" MULL ~--------^- ALTERNATE MULL I 1 ANCHOR LOCATION MULL I I 1 1 � � i t •. . � •.• jr---------- rL—II I I I I FLOATING CUP • •• • jl 1 Ir i 1 ---------____ 1 f 1 •• •• •� at s • it ` d x II l ryCONCRETE. OR r�_�� • •• • •• II a r- \ CEMENT BLOCK00 0 00 I I I I •• •• •• • •• ., 5/16' TAPCONS . • ... : v Z f '` :r u • • 1-3/4" MIN. EMBED . 1 `• 1 M ' INTO MASONRY I • ' .- I 2 PER CUP1 , (1 ON EACH WING) I 5/16" TAPCONS • iq 1-3/4" MIN. EMBED INTO MASONRY r 1 21PERMANG, � 4 PER CUP {2 ON EACH YANG) N I 1 a ALL CLIPS AND ANGLES TO FIT SNUG o�� •' . :,; ,.� ;• _ .N INTO TUBE MULLIONS. • ,. , :. L TAPCONS MAY BE HEX OR FLAT HEAD. -_� .: '. ;i.r` . I• a A. PRODUCT REVISED :. t'• •: :: as colnplying with the Florida `-Q., .- • . Building Code "'�./ 4..d `•,.; 1 "•a'+ z I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED AcceptanCZ NO • � =,— ``"'~ .- -. , . _ 1 +� I I WITH ALKALI—RESISTANT COATINGS, (SUCH AS BITUMINOUS PAINT OR ogI)m I WATER—WHITE METHACRYLATE LACQUER. I _ W 5/18" TAPCONS 1-3/4' MIN. EMBED ,yl(8n]d Rfl�ProductCoBiro ' INTO MASONRY — 1 PER ANGLE A MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16- CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" 5/16- TAPCONS 4" HOLLOW BLO K 3-3/4" 5/16" TAPCONS a i 1-3/4" MIN. EMBED INTO MASONRY MIN. 1-3/4" MIN. EMBED INTO MASONRY � MIN. s 4 PER CUP (2 ON EACH WING) r 4 PER CLIP (2 ON EACH WING) A to t03 00 z � tD Ch CLIP LENGTH t . c w d MULL „L�l l C o d ; 2 X 4 3.688' z }" d 2X65.688' Z ` 1BY mea o f 2X6 MULL 5/16- TAPCONS N WOOD BUCK � H d J:2X6 3/4" MIN. EMBED INTO MASONRY d 2X6 MULL 5/16- TAPCONS APER CUP (2 ON EACH IYING) d 1 1-3/4. 6411. EMBED INTO MASONRY ti z �__--_-__---- 1 3 4" � 4 PER CUP (2 ON EACH WINO) � �------------- ________--- 1 3 4 �---------- ---------� MIN. � � E41 3/4" - •- i U �: Z z MULL • CLIP LENGTH 2xs 6RJLL2X6 MULL ' : ! . - 77 --------- r, ls /��------------ - MULL L .•_ � � � z •= z 2 X 4 3,688. w I -4A:' . � 2 X 6 5.688 = � � r,.> 17 ,� fj a. ►' IT �' J v + • •H •• •b d • ••• MIN. .. •L '. m ..: ANCHORS TYPE 'E' (INTO BLOCKS 06*'•gyp 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG •" • •• y. INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD BUCK ; ;; .; •; ;.;;; ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD. a • •Y • •• 640.0 i 4 ANCHORS THRU 1X BUCK d d o o By > > INTO CONCRETE OR BLOCK •p • • ANCHORS TYPE H (INTO CONCRETES CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED " " • ANCHORS INTO CONCRETE or BLOCK WITH ALKALI--RESISTANT COATINGS, SUCH AS,BITUMINOUS PAINT OR 2 X6 MULL SHOWN �• •• 000.0. 20X6" MULL SHOWN MATER—WHITE METHACRYLATE LACQUER. • •. • z 0• }'• •r-.r PRODUCTRTiVISGI7 - ax c'mulying"'Ah tine IN orlda z.�.- 13tlildiitnCtJdc potrdtw ''%"'•,°'. By Aco�lalru►�etlit> � , E+W�'',•`•-`- ;� l/I111i111 A3.9-a Ti!'QOt14l C ot1IR�~'" �' A 'MIN. EDGE DIST. 5/16- TAPCONSI 2-3/16" CONCRETE OR 1--3/4- MIN. EMBED INTO MASONRY 3-3/4" CLIP LENGTH 4 HOLLOW BLO K 4 TOTAL (2 ON EACH WING) MIN. MULL "Ll' o A w I X 2 11688' eo l E- 00 f. " °0 x ► 4 \Z ► . T \z I X 3 2.688` M 1 0 Q O► CR p, ,.•. -• . • _ .° - 4 .� ., s .° '� ••► 1 X 4 3.688 Q o c 2 X 4 3.688' W O M c i -7/1 2 X 6 5.688' Z }� 2 6 1. ALL CLIPS AND ANGLES ARE TO FIT w o a FA MIN. 2x4 or 2x6 Mull y I 2 X 2 X 1 4 SNUG INTO TUBE MULLIONS. N _ o Li L i ALUM ANGLE r 2. WHERE ANGLES ARE NOT FIT SNUG m a- o 1 I I I INTO TUBE MULLIONS, SEE OPTIONAL I ANCHOR iDETAIL AT SHEET 9 OF 10. AL w z Or. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/ CHANNEL TUBE MULLION WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 1NATER—WHITE METHACRYLATE LACQUER. U =------ -------- Z a rn z In MIN. EDGE DIST. ��__-- -------- H �5 2-3/16" CONCRETE OR c 4" HOLLOW BLO K X12 F.H.2/ SIDE s— W I l H �} 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG W It INTO MULLION j j TUBE MUL.I.ION a �Z TUBES MAY BE NOTCHED j O M— AS SHOWN TO ALLOW INSTALLATION ly f ,• 1 OF CLIP ANGLE 1� LOCATION OF SCREWS CONNECTING % •�` ri •° r° CAULK JOINT AFTER ASSEMBLY f1 ANGLES TO TUBES WHERE ANGLES P PER CLIP H ARE NOT FIT SNUG INTO TUBE I I I I MULLIONS. I I I I ACCESS HOLE 1_1/2" O.C. MIN. 1 1 5/8"�2� 1 1 •Pu •• •.� y •• •• I I l I •• � s � o •• L- ----------- -J 1 I CD 5/16- TAPCONS S4 SUS I 3" I . •a, 0 1-3/4" MIN. EMBED INTO MASONRY 4 PER ANGLE j j •d •f, • • i• •• • 2 PER ANGLEi ------_- -,--- ------ --- • •a • •• •• •• _ 1 1 I 1 •� • i ••• •• •• 2 X 2 X 1/S' THIS SCREW CAN BE 1 j • •: • •• •' ALUM ANGLE INSTALLED IN EITHER I I /12 ftI SMS 1 1 • O DIRECTION �jp 1 2 PER CLIP I S • •• •• 1• + w I 1 1' O.C. MW. I l u • 04004 x x - -:• . eel ----- c as �ti ti v1-3/4' X 2" X 1/8- (FOR 28Y TUBE \ z_ 3/4- X 2' X 1/8- FOR {18Y TUBE ALUM ANGL CUT TO FIT SNUG 11SIOE ANCHORS TYPE `.•� METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION _.: s• Q&e; .• ' r' 13rowff REVISED as complying wit6lhe.florid(( 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG 1M:iI:1Ei'� \U MIN. INTO TUBE MULLIONS. F ,r -at TAPCONSMAY BE HEX OR FLAT HEAD. 1 3/4 OPTIONAL ANCHOR DETAIL � = r:;:• ``'' "° MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK :iiaitii Lada I'rodust Cuiltrol A ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE F ANCHOR TYPES and SUBSTRATE R Width Million A B C D E F G H I Width Wilivn A B C D E F G H 1 Width Million A B C D E F G H ( � P° (w) Span VIt1. Vlf1. 8Ik Bak Bk Conc Cotte Cotte Ml. 6v) Span V4d. ViH. Bak Elk 9k Ctxtc Crnc Cort;. W. (w) Span Vl�ft. M. Bic Blk Bk Calc Con. Cotta. ML e 18 150 150 150 150 150 150 150 150 150 i8 91 150 150 150 150 150 150 150 150 18 56 112 129 150 150 144 150 150 150 C 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 C) ue 30 105 150 150 150 150 150 150 150 150 30 54 109 125 150 150 140 150 150 150 1 30 34 67 77 116 150 87 130 150 93 M to 36 88 150 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 125 36 28 56 1 65 97 129 72 109 144 77t1 a 42 75 150 150 150 150 150 150 150 150 42 39 78 89 134 150 100 150 150 107 42 24 48 55 83 111 62 93 124 66 p (a rb Z c 48 38 X8 66 132 150 150 150 150 150 150 150 48 74 114 34 68 78 118 150 67 132 150 93 48 120 21 42 48 73 97 54 1 81 108 1 58 54 54 59 117 135 150 150 150 150 150 15(1 64 30 60 70 105 139 78 117 150 83 54 19 37 43 65 86 48 72 96 61 9 M 60 53 105 121 150 150 135 150 150 145 60 27 54 63 94 125 10 105 140 75 60 17 34 39 58 77 43 65 87 46 3 68 48 96 110 150 150 123 150 150 132 66 25 49 57 86 114 64 98 127 68 86 15 31 35 53 70 39 59 79 42 Z > o O 72 44 88 101 150 150 113 150 150 12123 45 52 78 104 58 88 117 62 72 14 28 32 49 65 36 54 72 39 w = b g 78 41 81 93 140 150 104 150 150 78 21 42 48 72 96 54 81 106 58 7813 26 30 45 60 33 50 67 36 to 00 18 133 150 150 150 150 150 150 150 18 80 150 150 150 150 150 150 150 150 18 51 102 117 1 150 1 150 131 1 150 150 140 I 24100 150 150 150 150 150 l 150 1 150 24 60 120 138 150 150 150 150 150 150 24 38 77 88 132 150 98 148 150 105 30 80 IEE 150 150 150 150-.1o, 150 150 150 30 48 96 ill 150 150 124 150 150 132 30 31 61 70 106 141 79 lie 150 84 36 67 133 150 150 150 150 150 150 36 40 80 92 139 150 103 150 150 110 36 26 51 59 88 117 66 99 131 70 42 57 114 131 150 IW 147 150 J50 150 42 34 69 79 1 119 150 88 133 150 94 42 22 44 50 76 101 55 85 1 112 60 ' H 48 50&8 50 100 115 150 150 128 1 150 150 137 48 84 30 60 69 104 138 1 77 116 1 150 83 48 132 19 38 44 66 88 49 74 98 53 64 44 89 102 150 114 1 150 150 122 54 27 53 61 92 123 69 103 137 73 64 17 34 39 59 1 78 44 66 87 47 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 42 Z 0a, 66 36 73 128 150 93 140 1 150 100 66 22 44 50 76 101 56 85 112 60 66 14 28 32 48 64 36 54 72 38 ~ 72 33 67 76 115 150 66 129 150 91 72 20 40 46 69 92 52 78 103 55 72 13 26 29 44 59 33 49 66 35 ► 78 31 61 71 106 141 79 119 150 84 78 19 37 43 64 85 48 72 95 51 78 1 12 24 27 411 54 30 46 61 32 18 118 150 150 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 150 16 47 94 108 150 150 120 150 150 129 W W 24 89 150 150 150 150 1 150 150 150 150 24 53 105 121 150 150 135 150 150 145 24 35 70 1 81 121 150 90 136 150 96 N 04 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 36 59 118 136 150 150 150 150 1150 150 36 35 70 81 121 150 9D 136 150 96 36 23 47 54 81 108 60 90 120 64 42 $1 101 116 150 150 130 150 150 139 42 30 60 1 69 104 138 77 116 1 150 83 42 20 40 46 69 92 52 78 103 55 \ 48 57 44 89 102 150 150 114 150 150 1122 48 96 26 53 61 91 121 63 102 135 72 48 144 18 35 40 61 81 45 68 90 48 64 39 79 91 136 150 101 150 150 108 64 23 47 54 81 108 90 120 64 54 16 31 36 54 72 40 60 80 43 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 38 54 72 39 H114 68 32 64 74 Ill 148 83 125 150 89 86 19 38 44 66 68 49 74 98 53 66 13 26 29 44 59 33 49 66 35 H 72 30 59 68 102 136 78 114 150 81 72 Is 35 40 61 811 45 68 90 48 72 12 23 27 40 54 30 45 60 32 •• • - if 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 • •• • •• •• 18 107 150 150 150 159 150 150 150 150 18 62 125 143 150 .150 150 150 150 150 18 45 90 103 150 150 115 150 150 123 •• • « •� 24 80 1501 150 150 1150 ISO 150 150 150 24 47 94 108 150 150 120 150 150 129 24 34 67 77 116 150 87 130 150 93 •• • '•i ` o •• •i 30 64 12B 148 150 150 150 150 150 150 30 37 75 86 129 150 96 145 150 103 30 27 54 62 93 124 69 104 138 74 •• • o 36 53 107 123 150 150 137 150 150 147 36 31 62 72 108 143 80 121 150 86 36 22 45 52 78 103 58 87 115 62 • �• c •• ' '' 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 0 0•L •• y •• 48 63 40 80 92 139 150 103 150 150 110 48 108 23 47 54 81 108 8D 90 120 64 48 160 17 34 39 58 77 43 65 87 46 • •.w •• s s• •• 84 36 71 82 123 150 92 138 150 98 64 21 42 48 72 96 63 80 107 57 54 15 30 34 52 69 38 58 77 41 • • • • s• •s 60 32 64 74 111 147 82 124 150 88 BO 19 37 43 65 86 45 72 96 51 60 13 27 31 47 62 35 52 69 37 •• ••� •• 66 29 58 67 101 134 75 113 150 80 86 17 34 39 59 78 44 66 87 47 88 12 24 28 42 56 31 47 63 34 d •• • 72 27 53 61 92 123 68 103 137 73 72 16 31 �3_3 38 54 72 40 60 80 43 72 11 22 26 39 52 29 43 58 Si • • •> 78 25 49 67 85 113 63 95 127 68 78 14 29 59 66 37 56 74 40 78 10 21 24 38 48 27 40 53 28 •2 � as 0: z a •• ANCHOR/CLIP ANCHOR/CUPR i •s • f' HORIZONTAL MULLION ANCHOR CLIP NOTES: a f� 1. 1=0R CLIP TYPES AND ANCHOR CONDITIONS REFER VERTtCaL o .,%'� PRODUCT �`:. 3 TO SHEETS 6, 7, 8, & 9 :FOR DETAILS AND NOTES. PF,+ MULLION 2. REFER TO CHARTS ABOVE :FOR MAX. DESIGN PRESSURE 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN GIJ►2tNG GLAZING a THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PRODUCT PRODUCT a- GLAZING GLAZING PRODUCT PRODUCT :ma 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER N LOCATIONS AT HEAD, SILL OR JAMB ENDS. _x,�; c ANCHOR/CU" ANCHOR/CLIP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 'PRODUCTREV1SEfl ns complying«•illi the Florida Acre I.ace ido , LWl w2 08 OE3 HORIZONTAL MULLION SPANY. TYPICAL MULLION CLIP ARRANGEME •llamiya.49ProdvotConira NTS t. A MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS see BELOW SERIES: S GD-9 2{�0 SEE BEL SEE BELOW SEE BELOW NOTE J5. !NOTE #15. NOTE J5. N07E•05.�9 IMPACT SLIDING GLASS DOOR % T � r a i41F i i ►' F +-j t ` % Y. , fj % % y� x General Notes: M a0 o t1-7 T a 7 ¢ (L-7 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE t~n o to � o REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING m �_ r m a to q A t� °,t ,r .,A •� �,r t . +AI HIGH VELOCITY HURRICANE ZONE VELOCITY (IIVHZ) AND ASPM 1300--04. o t ► _� `� �► THIS PRODUCT IS IMPACT RESISTANT: (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING z >' c r r LP or RP 7X t 2D/2T - XX or X4D/3T - XXXX or 4D/2T RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS oz XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-•RP OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. in W r o 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR 00 °- x N SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. Z o 1 D/2T -- RP 2D/2T 2D/2T - RP 4.} ANCHOR CONDITIONS NOT DESCRIBED 'IN THESE DRAWING'S ARE TO BE HT RIGHT POCKET SHOWN UNDER A SEPARATE APPROVAL AND TO A RIG POCKET SHOWN (LEFT POCKET OPPOSITE) 4D/3T ENGINEERED ON A SITE SPECIFIC BASIS, x (LEFT POCKET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL. � 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF v ANCHORS INTO WOOD ONLY. u 4D/2T 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS z tri s SEE BELOW z aa� 2D/2T - LP/RP TYPES TABULATED HEREIN (SEE SHEETS # 2, 5, & 8). H z � . NOTE #5. I� 7.} FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6. 7, 9, 10, � m � SEE BELOW & 11 OF 14. 04 NOTE #5. B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED o j oAll . �j 4D/2T -- LP/RP liP/ SILICONE. 04 a % o ��- 9.} WOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND W ® -P 11"7 ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE a 0 O t w +• t a x I ANCHORED IN COMPLIANCE WITH THE FBC 5th EDITION (2014) CHAPTER 24. a a. �-j a� .0 �f 40/3T — LP 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED � � � i �i (RIGLEFT HT POCKET CK E PPosN PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. � �' I 3D/3T - XXX or 7 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED Q A LP--XXX or RP-XXX PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE U2 w NOTES: ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM DOORS OR MULLION 1) REFER TO SHEETS 8 OF 14 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. FOR GLAZING OP71ONS AND OP CHARTS. 4D/2T - LP 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9. 10, •••• 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN & 11 OF 14. 3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS r # c • •� 3) REFER•TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. •� •�, !� •••• • Io 4) PANEL STACK CONFIGURATIONS ARE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER . 0 1, '' • • REVERSIBLE. TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. •o I ••• 5) FOR POCKET WALLS SEE GENERAL �•i N . • ....• / _ NOTES #15 & 16. 16.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. N n $ $ N • RIGHT POCKET SHOWN 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE n• ; • ••••• (LEFT POCKET OPPOSITE) REVIEWED BY THE ENGINEER OF RECORD (EOR). a N a o •o •... • ,/® t E • LAM�N . _ •••••• /- / ' SEP 01/510 2 2095 .: IF VFF %/ f �. , r DOORS =_ �KQUIRE FOR Lp lA�2T,E A711 SILE IMPACT TIERS. i:'_ __- -----i d ai s m flow y ,� ,••as•a saes CC',,ti1f'LIANCF_WITI-1 ALL FEDERAL c ut a •�ttQ �� yP _ ni I 1 1 fel II F.S nrJn r( I,II ATIO�IS 4 C��i c fin! {mei 2D/2T�- XO 2D/2T -�OX 3D/2T - OXO 4D/2T - OXXO a°i.t L rid pE;a 2 DOOR 3 & 4 DOOR }Di ~ ° v; NOTES • NOTES: PRODUCTMVISED o as comptying with the Florida 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR Building Cbdc /) �e�iy •..� �� FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND OP CHARTS. aldo .1. o �i �( '••• 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 of 14 FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 By _ A FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. N1N ada Protect Cigar An DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" LL) 98 3/8" MAX. • NOMINAL DOOR SIZES � b00R WIDTH WIDTH HEIGHT GLASS TYPE A GLASS TYPE B GLASS E C GLASS TYPE D FT./IN. FT./IN. EXT. (+) INF. (-) EXT. (+) INT. (-) EXT. INT. (-) EXT. (+) INT. (-} 13 1/4" MAX. CLUSTER OF o o 4 ANCHORS SPACING LIMITATION: TYP. AT STILE ENDS 5/0 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 Anchors not to exceed HEAD/SILL 6" MAX. TYP. M °i (NO STEEL) 10 1/2" O.C. at Doors HEAD SILL '' a smaller than 60" in wi th. A /6�. / In o O A u 6/0 6/8 56.7 95.0 56.7 .0 56.7 85.0 56.7 75.0 ( I`�I CORNERS rn o 4 A N (NO STEEL) 1 8/0 6/8 56.7 85.0 56 70.0 56.7 78.8 56.7 68.8 Z dol' (WITH STEEL) z A 00 0 {WITH S 1-4 TEEL) 8/0 56.7 65. 56.7 b5.0 X X X X 7/16" LAM. GLASS 02 DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' r" co z a WIDTH HEIGHT I :� FT./IN. FT./IN. EXT. (+) INT. (-) EXT..(+j INT. (-) EXT. (+) INT. (-) EXT. {+) INT. (-} a = �_ X i / / / 5/0 � W � w 0- 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 N s .41 _ I Z H (NO STEEL) o M L3 M I / to 0 rn o rn a rn a I o a z (NO STOEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 } d o (WITH/STEEL) 6/8 76.7 65.0 70.0 70.0 76.7 78.8 68.8 68.8 I STEEL REINFORCING O I? s AS REVD. 8/0 I SEE CHART AT LEFT 03 x (WITH STEEL) 8/0 65.0 65.0 65.0 65.0X X X X I a 1 B � NOTES .... 1) REFER TO SHEETS 3 do 4 OF 14 l to `o .� .a ..•. • FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4 MAX. li a N �` 2) REFER TO SHEETS 3 OF 14 D.L. OPG. .3 �y , • .... FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 0 • I E! `�' • • 50" MAX. PANEL WIDTH m •`$ o .. MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH Q N •a n N .• q �' •• • 6/0 X 6/8 = 32-3/4" x 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK # •••• XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION a �- a low •o "" APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT o (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. p z z a•$ • •• • -BULB VINYL 17 BULB VINYL 17 BULB VINYL 17 BULB VINYL 17 a1:� sem ; /16' HEAT STREN'O GLASS 3/16" HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 3/16' HEAT STREWD GLASS o a .090 INTERLAYER .090 PVB INTERLAYER .090 SAFLEX HP 090 PVB SAFLEX dl 3 m � DuPont SentryGlass by: tl DuPont Butocite by: n. Clear or Color Glass Interloyer p_ Clear or Color Glass Interlayer W E.I. DuPont DeNemours & Co., Inc. W E.I. DuPont DeNemours &Co., Inc. - lcr by: Solutio. Inc. by: Solutio, Inc. , F_- 3/16" HEAT STREN'D GLASS m 3/16" HEAT STREN'O CLASS 1= 3/16- HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS z _ SILICONE N SILICONE SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 SILICONE SILICONE 00 n0 DOW CORNING 899 n SCHNEE-MOREHEAD 5731 SCHNEE-MOREH£AD 5731 .A Q�� DOW CORNING 899 a0 DOW CORNING 8W 00 DOW CORNING 899 �!+ e TREMCO SPECTRUM 2 v\� TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 Qom' r,�,,'3rNj 0L0 Lr) CM ;�wN S 40 40 •• I I I: fi ti� a) 0.O=� C PRODUCT REVISED : r o p as"rnoybm with the Florida o� Bu�Tdin8 C1edo /� .. � �� o�j� • �/��, 71 AcaaptanceNo J• �+ o , .� ... .. o�L3 ;LA;aS TYPE A GLASS TYPE 'H' GLASS TYPE_ 'C' GLASS TYPE 'D' +Nttet� GLAZING DETAILS demi Dade Product Control A TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE rr SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS � 1 Min. SEE ELEV. FOR SPACING APPR'D MULLION ° 10Y Edge Dist, a r a v:.4 a ; a G WOOD BUCK ° <• O �� 1 3/4" ,• _ I 00 r4 q (MIN. E6Ae� ED,) MIN. TYP: < a... 1 3/4- a "'d ,.° : ° ; 4 d (n �L 'O �a C4 x (MSN. EMBED. a° L� N•�tal Thl�c r• \ D Ch Q a0 A .° 0 �in -- 1 X Ml= STRUCTURE ATTACHMENT DSTAIIS `J` Z O -- I1.AALL STEEL IN CONTACT WITH In ina00 M iL d 0 z 3/4" Min. ALUM. TO BE PAINTED OR PLATED. r+ f8 15 a 1" Min. Ede ist. 2. METAL STRUCTURES: C3 A j TYPICAL ANCHORS IN PAIRS g (STEEL 12 GA. MIN. THICK s 0.105 A Ede Dist. T A) STEEL : Fy - 36 KSI MIN. '�� O 9 yP•) SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS ,_, rn o SEE ELEV. FOR SPACING 8) ALUMINUM': 6083—T5 MIN. ACq EE 4 TES FOR SPACING) (ALUM. 0.078 MIN. THICK) a 2BY Wood Buck Substrate or 10 II 17 I II Wood Structure W/ (SG) MIAMI—RADE COUNTY () N' 1/4' Specific G vity— .55 min. (Typ.) j II II I II (MIN. E1dtBED.) SEE SEPARATE NOA 3o� z • � poUi °r I II I II 7/16'—LAMINATED GLASS Q H M d' I4 I .1E 2 z �I ISI 29 a V) N O �C I II I NOTES: 1) REFER TO SHEET 2 OF 14 3/4rr Min. rn o I I I I FOR GLAZING OPTIONS AND DP CHARTS. Edge Dist, 2) REFER TO SHEET 4 OF 14 P4 I II I I FOR HORIZONTAL CROSS-SECTION DETAILS. A A _ = ll w WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. U' C) O o: I I' I' I 3) REFER TO SHEET 2 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND Z U2 LLJa r� �i FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCTURE. ~ TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING 0 ¢ W I u •� .� ...... w �Q, ANCBOR TYPE CHART 1N CONC. or MASONRY min, • o •••::• w U ANCHOR OPTIONS HEAD—SH1r JAMB EmbedmentEdge Dist.Concrete A � o • I I I I II II ELCO ULTRACON 1/4' 1/4' 1 3/4' 1- 2.85 Ksi s • �',•••• a W r d BUILDEX 1/4" — 1 3/4" 4' 3.2 Kai N • • ••••• II I I II I N N N SUILDEX — 3/16" 1 3/4" 3" 3.2 Ksi 3 h ••i•• I II I II w _ ANCHOR TYPE CHART IN 2X ROOD BUCK min. to o •• ••- 17 1/16" or 1/8" 1n ANCHOR OPTIONS HIRAD—S= 7AIM EmbedmentEdge Diet.2z Wood d I I I I I SILL RISER R ••, i•, ••••i I d w w ELCO ULTRACON 1/4" 1/4" 1 1/4- 1' .55 SC •° o z z • I� I: I• ADHERED TO SILL I t 0 5 WITH SILICONE �N 0 BUILDEX 1/4" 1/4" 1 1/4" 1' .55 SG a • •• y •••• I I FULL LENGTH OF UNIT R o e • N S.M.S. (Into 2X) #12 #12 1 1/4 1 .55 sc :A y 1/4" DRILLFLEX SELF'DRILLING SCREWS a 6 ar - INTO METAL STRUCTURES of 1 21 STEEL : 12 GA. MIN. (Fy - 36' KSI MIN.) B �g[Si51a"�$c�9 22 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 19 N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 °.• °°°""• o�� ,m 14 2 UI #10 Sm rej,q+�/, t.`° °f IVcon ••o�}� R �` Syt.ire ►�o INTO APPROVED MULLIONS (NO SHIM SPACE) G ;jr �� 0 } TYPICAL- EDGE DISTANCE (1/4") INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON) ;Lt! `° �•ZZn 1 (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) ~ �`+�•� Q. a ` <20 a PRODUCT'M.VNEp " " ♦ • Q r A , ,; • 4 ; • . (3/16 ) INTO CONCRETE AND MASONRY 3 MIN. (ITW BUILDEX) }�'►i e ♦ [� 1 3/a 4'r °• as complyingwiUi U10 Florida " o lb ei �!i (MIN. EMBED.) 2 MI INTO W000 STRUCTURE = 1 MIN. 1/4' TAPCON or APPRDVED EQUAL BY EDR BuitdltlgCodc /r"�Q /r"� 0gt� 39 TYP: w/ i 3/4' MIN, EMBED. INTO 32 Ksl cont. a 6'AocepoQntgNo " „SJ� INTO METAL STRUCTURE = 3/4" MIN. FROM CORNERS & SEE ELEVATION AT SHEET pa ��yf ,^�F�j '� ��I11(tltltt Er Non—Shrink, Non—Meleltic' Z OF 14 FOR MAX. SPACING. wi- .a� TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q Grout. of Minimum 5 Ksi SEE ELEV. FOR SPACINGc>,o Prductcon SEALED WITH WHITE ALUMINUM COLORED SEALANT. A � taotro / TYPICAL ANCHORS IN PAIRS Lj • SEE ELEV. FOR SPACING C � EO TYPICAL ANCHORS IN PAIRS M 00 SEE ELEV. FOR SPACING ►q �I tq a a G40C) o 1/4" MAX. 1/4" MAX. 0 U) A '" SHIM SHIM ` .� ' z a Wiz° c f~ a METAL STRL=ME ATTACHMENT DET Tr. � V► � I NOTE: 0 ay ° 1� ALL STEEL PLANTED OR P TED. � � a ° Nez`lrn '"s 2. METAL STRUCTURES: a METAL A) STEEL. : Fy = 36 KSI MIN. STRUCTURE (STEEL 12 GA. MIN, THICK = 0.105") B) ALUMINUM 6063-T5 MIN. :. (ALUM. 0.078" MIN. THICK) 0 a Its 1 3/4' H O NOTES: 1) REFER TO SHEET 2 OF 14 U CQ 0 (MIN. EMBED.) FOR GLAZING OPTIONS AND DP CHARTS. w A 2) REFER TO SHEET 3 OF 14 5 0 TYPICAL ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. SEE ELEV. FOR SPACING 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR 4) REFERp SHEETICAL CHORS 2 OF AND NOTES /4" MAX. FOR MAX. ANCHOR SPACINGS. `o •lh •r ••••• SHIM1 4" SHIM TYPICAL ANCHORS IN PAIRS N o ~ •� •� / SEE ELEV. FOR SPACING • • • ••••• n MAX. 18 D.L. OPG. e o a ••••• A • •1 t 7 •' .• oY �• • I 1 6 3 ° •P 0_ �} H • *fees r o 8 • Gn o+ • — •0 ••••• vt 'NI , E • 23 si v v • ••••i 2BY W00 BUCK _ W^ 16 8 ¢ F= i "� 7�t « x Less: • WOOD R R RE �I I• a .P� • •• " • q I t 28 Li d m glut 9�s$0e, B 16 P: ,,� ae�.oea.ee d t�1 a .aria E �p I e .� 1 1/4' 3 `-— SCREENS OPTL— ) CA ® �:` . (MN. EMBED.) D.L. OPG. `'h °' LO u� p�- NOT REQD. ON 25 1 3/4' 9 9) 6/0 X 6/8 SIZES O :0 PANEL WIDTH (MW. EMBED.) SEE CHART ON SHEET 2 OF 14 1 BY P.T. PRODUCT REVISED EXTERIOIR WOOD BUCK as complying with the Florida a �� 2D/2T — X0 (S tl o wn) Building Codc ^^ Q02 ( +• `,`a j DOOR WIDTH AcmU_4-0( .0 P ¢ 2D/2T — OX (Reversed) I2 1411e M�itu01 ado Product Contro q 196 1/4" MAX. _ 13" MAX. TYP. DOOR WIDTH CLUSTER OF AT HEAD/SILL 4 ANCHORS 6" MAX. TYP. o �+ 1? AT STILE ENDS S„AHEAD/SILL CORNERS coo A � M � � tx a OIm 0 IL-Lil III II I 3 e.M4.. 4 y O X X OII 7/16" OVERALL LAM. GLASS II I z c U] w II ooz II II I oma o II �� I �� `� .�. o =D Ld C2 II II I z 0 � o � W M A II II oxo Obi 0 Q 0�1 II II I=> Z APPROVED CONFIGURATIONS II Il '-' o (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) x 30 B3 II d STEEL REINFORCING 0 p d C7 BULB VINYL 17 II II I AS REOD. 3/16° HEAT STREN'D GLASS 82 II II I � w O X o X O �q A tj 1 0 .090 PVB INTERLAYER `l, DUPONT BUTACITE by: 't A a E.I. DuPont DeNennours & Co. Inc. L 00 3/16" HEAT STREWD GLASS z 44 3/4" MAX. NOTES: ••• N SILICONE 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 w ••••• SCHNEE-MOREHEAp 5731 O 40 � • DOW CORNING 899 PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. v o•• .a • 00 TREMCO SPECTRUM 2 50 MAX. 2) REFER TO SHEETS 6 OF 14 to 40 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. a q.,, I I 4 DOOR - TWO TRACK N 6i ' L � "OXXO" TYPICAL ELEVATION LAMINATED GLASS �'� a ":". TESTED UNIT LARGE MISSILE IMPACT • rib g • 6600• GLASS TYPE B _�6� : E � .� ..66.6 ' DOORS GLAZED WITH LAMINATED GLASS RATED 10R n • DESIGN LOAD CAPACITY - PSI•' LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. $ • • 6 GLASS TYPES 'A' OR 'B' .b o .z .2i :"": BULB MNYL 17 PANEL WIDTH „ • 00 STANDARD SILL 2-1/4 RISER 3 .RISER 3/16" HEAT STREN'D CLASS NOMINAL. DOOR HEIGHT .090 INTERLAYER FT./IN. FT./IN, EXT. (+) INT. (-) EXT. (+) INT. (--) EXT. (+) INT. (-) x r o a DuPont-SentrAlose by: E.I. 4 4 g of � q DuPont DeNemours & Co., Inc. 2/6 40.7 60.0 56.7 60.0 60.0 60.0 PRODUCT REVISED m 3/le T STREN'D GLASS 3/0 40.7 60.0 56.7 60.0 60.0 60.0 2,conoyinsw ,&Floridauj ,�o� :�•°ts+ •�,�p•,o SCHNEE-MOREHEAD 5731 3/6 40.7 60.0 56.7 60.0 60.0 60.0 BulldlogCode O2. ♦♦05•.••• `"°!�P0;e, r AcID No � •p ♦ ; • s &.f ap g DOW CORNING 899 6/$ Qj 9 p. , �eTREMCO SPECTRUM 2 4/© 40.7 60.0 56.7 60.0 60.0 60.0 e! �l:tin ® .1i1 40 4/6 40.7 60.0 56.7 80.0 60.0 60.0 in 'BuiI" I. Me Product Contr 2 o u l La tC-Z= 4/11 40.7 60.0 56.7 60.0 60.0 60.0 !? c� 0 ;0 • Pij oe 2/6 40.7 60.0 56.7 60.0 60.0 60.0 PANEL MAX. D.L.O.:3/0 X 6/8 = 32-3/4" X 74-3/4�� 3/0 40.7 60.0 56.7 60.0 60.0 60.0 4/0 X 6/8 = 44-3/4 X 74-3/4 GLASS.TYPE 'A' 3/6 8/0 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/8 =55--3/4" X 74-3/4" G LAZ 1 NQ DETAILS 4/0 40.7 60.0 56.7 60.0 60.0 60.0 3/0 X 8/0 = 32-3/4„ X 90-3/ 4„ a 4/0 X 8/0 = 44-3/4 X 90-3/4 TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE r� 1" Min. SEE ELEV. FOR SPACING SEE ELM FOR SPACING t4 t—+ ` >i C42 ley Edge. Dist. X o o '� a WOOD BUCK < ca (MIN. EMBfD.) 9 f1.6 00 0 MFN. •e I ` a. 'a e . G a ` z M b1 a Z 4 �. 1 3/4 e a r py a L_4 MW4 TYP. r (MIN. EMBED.) .• P• 3 Pitch Be vt Q 1 Q O a. �� Katal 1Hckness C tD U Q Q, M _ 1 NMAL STRUCTURE ATTA=MNT DETAILS Z C C X 093 : NOTE. STEEL IN CONTACT WITH nz N 5 e+ p 15 _ 3/4" Min. ALUM, TO BE PAINTED OR PLATED. co 2wA 18 2. METAL STRUCTURES: � I 1" Min, TYPICAL ANCHORS IN PAIRS Edge Dist. A) STEEL : Fy = 36 KSI MIN. ` SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA. MIN. THICK — 0.105") A2 Edge Dist. Typ-) SEE ELEV. FOR SPACING B) ALUMINUM : 6063-75 MIN. A O I: I. I I: 4 (ALUM. 0.078" MIN. THICK) w 10 til "I I 2BY Wood Buck Substrate or MIAMI—OADE COUNTY rn I. I. 17 I I. 1 1/4' Wood Structure w/ (SG) AppR'0 MULLION ` p Specific G vily= .55 min. (Typ.) I II II I III (MIN. EM9ED.) SEE SEPARATE NOA Z I I I f 01 K.tM 1, " I PRODUCT REVISEb C I as complying with 1h#Florida A Acwoe Building Coda w �.►/V• O I I 7/16' LAMINATED GLASS ptenco vv+"vvvj' I. I. 29 vt (i O 0 I I l II .3/41' Min. ; NOTES: 1) REFER TO SHEET 5 OF 14 Edge Dist. w o FOR GLAZING OPTIONS AND DP CHARTS. MIaml adoProdactControl 5 2) REFER TO SHEET 7 OF 14 2 ,,� WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. U` = a FOR HORIZONTAL CROSS-SECTION DETAILS. c9 CD O I I I' MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND �••• ,Lww 3) REFER TO SHEET 5 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE, ~ •....• ...... = J W FOR MAX. ANCHOR SPACINGS. • • • fi •. O w TYPICAL ANCHORS SEE ELEV. AT SHEET 8 FOR SPACING C � •• •••• • a W I I I� I li a ANCHOR TYPE CHART IN CONC. or MASONRY min. v .d • .... . I .s /y 'Uj � ANCHOR OPTIONS HBAD—SIId, JAMB $mbedmea Edge Dtek Concrete a : ••• • I I I• I' I- Y.. VI Y Y I I I I I I I W 0 a ELCO ULTRACON 1/4 1/4 1 3/4' 1" 2.85 Ksi .- • • •• • • I I I I to to p Y a o J 0 BUILDEX 1/4 - 1 3/4' 4 3.2 Ksi � •- N • •••• • I II P II J FA LO BUILDEX — 3/16" 1 3/4" 3" 3.2 Kai v £ I� Iii I: ii M z N �� 3 •C • = z ANCHOR TYPE CHART IN 2X WOOD BUCK min. o . .... . 1/16" or 1/8" W Vy ANCHOR OPTIONS HEAD—SI6b JAMB Embedment Ox Edge Dist. Wood $ 17 • ;••• I I I SILL RISER w c • DHERE0 WITH �(A LU ELCO ULTRACON 1/4" 1/4" 1 t/4' 1" .55 SG g a o • • 5 CLEAR SILICONE t!1 IIIJILOEX 1/4" 1/4" 1 1/4' 1" .55 SG Z 10 FULL LENGTH N ? s Of UNIT SILL I S.M.S. (Into 2x) X12 X12 1 1/4' 1" 55 SG u • I k/4" ORILLFLEX SUE DRILLING SCREWS +g o INTO METAL STRUCTURES 4 -v •: ail I I 21 I + STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) �agstivEad€Pg�.� 22 30 ••YYOY. I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ,��de� 19 in ! g3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) *��•.• 14 2 �N 10 S a Q iY [�'1IL 4 e 1Y d i d X cn INTO APPROVED MULLIONS (NO SWIM SPACE) ^J 0 , a� w TYPICAL.EDGE OISTANCE - _ �w (1/4") INTO CONCRETE AND MASONRY- = 1" MIN. (ELCO ULTRACON) O; a. N '. '' (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (TfW BUILDEX) ~ ,, `n a ..a,. • '<20 14 - °.v 1" WEEP NOTCH 3 18" INTO CONCRETE AND MASONRY - 3- MIN. ITW BUILDEX Q• '► // „' AT EACH END ( / ) ( ) (MIN,3EMBED.) a °4' +Z'a. Alk bl4•! 3/4' NNo APPROVED EQ L BY EO 2 6' AICA ER CUP INTO WOOD STRUCTURE = 3,4IN. MIN. , ��••••••••••• ,,, �•• TYP. INTO METAL STRUCTU / ♦ b 39 - FROM CORNERS b SEE ELEVATION AT SHEET SEALANTS; a Jfit list 5 OF 14 FOR MAX. SPACING.Non—Shrink, Non—Metollic FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS S££ ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING PANEL WIDTH LAIN. EMBED. 1/4- SHIM 1/4" SHIM q 4 MAX_ z .� r1 MAX. a� `• U D.L. OPG. 9 1s I t D.L. OPG. 7 N a p z w 3 26 I t g 6 �a rnp �% q 17 o 23 Z C 4g 18 1s 6 24 t ,i ep CL a - I 1 co 28 - u �� o 17 a 21 O . •a e 9 M ' 1.1 9 25 25 s 10 s:. �} O 30 a z :, �yy A+ SCREENS OPTIONAL ——— — —— — D.L. EXTERIOR D.L. OPG. PANEL WIDTH WO H WOOD BUCK W Q'i 4D 2T OXXO � o 0 DOOR WIDTH C\2 Q NOTES: 1) REFER TO SHEET 5 OF 14 a A FOR GLAZING OPTIONS AND DP CHARTS. A �+ 2) REFER TO SHEET 6 OF 14 if}•• FOR VERTICAL CROSS—SECTION DETAILS. . '.••. ..•• . 3) REFER TO SHEET 6 OF 14 1/4" SHIM FOR TYPICAL ANCHORS AND NOTES. / 4) REFER TO SHEET 5 OF 14 PANEL WIDTH 18Y '�•� ..�'� MAX. FOR MAX. ANCHOR SPACINGS. WOOD BUCK '3'o ' i••• 1/4" SHIM ° o •�•g a t•� • • MAX. a r Z � .� •� •• • �, D.L.O. D.L. OPG. • .v.� .•.. 1 . Y 724 9 s I I 7 c r 4061 •••• • 6 2s I E 6 .L ''� hN �� ; q q " • 41 3 17 e' t a • • _ 23 a •9 8 ••.• • • • r 16 24 F: ,° PRO UGT IteVI9i3D z o 6 a -'k am9ccoll4wpiIyIng with the Florida a X • a Build Godo I A o �✓� a Ee I I 28 = ° a d a1 3 m U Ismia bade5zuctCoDtro ~ �1�t,soYtegdtett 17 2$ 10 s baa •oor.taaa• ( .Iy ��°a•s •• y�PI (MIN. I Mei DJ SCREEN PTIONAL C2 TYPICAL ANCHORS IN PAIRSL'i D D.L. OPG. k!! O;�� ►r-� SEE ELEV. FOR SPACING EXTERIOR " °U :0 0 PANEL WIDTH 1 3/4" c • L'• `: 3D-/2T — OXO (MIN, EMBED.) �� of DOOR WIDTH �� , l',41 ••• ,+, � toff it 04 ' A 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON-POCKET MAX. WIDTH 191 1/4A .-. it •-' F t � 1-4 � r CLUSTER OF a 0 Y 13 1/4" MAX. TYP. 4 ANCHORS 4 1 0 ` 0 1 AT HEAD/SILL AT STILE ENDS 6 MAX. TYP. POCKET WALL o a z t0; - L A3 g" 1 HEAD/SILL CORNERS (TMP-,OTE'#3. M y o lJ pd - - i POCKET WALL n n n !^ __-i o .-, a t ! SEE NOTE J3. II q II III , m o u) 4 A rx-RP or LP�--X (Trp.) p p II + M �-a' : 1 p II p 1 co o o zCA IL o A it t1 ay a- +r o = a m C2 O10 ,r>w �a II II II F� I I o,d �r 0JL II B 11 p = cn z XX or XX-RP or LP-XX or RP-XXcLP I=> II ,� II II I=> p i I U � II II 11 p ! � I I � � . �, 1+ o rr a�5 II p II III 0 i Lki vi '- % o �. II II II II a. + Cr z e a 0 p // j 7/16 OVERALL LAM. GLASS STEEL. REINFORCING Ix 0 o "D d' AS REOD. II p p 14 0 ti a POCKET WALL a Q �I 64 II III ' w SEE NOTE J3. H p p ! �O L�'i C W ;r -i (TYP_) X 63 a p X p X it , CIJ A XXX or RP-XXX or LP-XXX a I I x Ilk . Y F y 43 1/2" MAX. i) REFER TO SHEETS 9, 10 & 11 OF 14 ••• 0 % �� , o ' 48 3/4" MAX. D.L. OPG. 49 1 8" MAX. • ' "•' ""' o � � � / FOR TYPICAL CROSS-SECTION DETAILS. • Tr �- f 0 �'' PANEL WIDTH PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 0•�` $} '� `• FOR TYPICAL ANCHORS AND NOTES. N•yL m ••••• a u as a• a' a- r 4 DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES a•l o q .m , .�, •••• ? PANEL MAX. D.L.O.: „ X15 & is AT SHEET � OF 14. + •i « � t aJ „ XXXX ._ TYPICAL_ ELEVATION • �•�•• t a a- -� �� I 3/0 X 6/8 = 31-1/2 X 74-1/4 TESTED UNIT o i° • XXXX or RP-XXXX or LP-XXXX or RP--XXXX-LP 4/0 X 6/8 = 43-1/2" X 74-1/4" .r a . b". •••" 3/0 X 8/0 = 31-1/2" X 90-1/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR v E _ " 0000* APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. o a o o •• WITH & WITHOUT POCKETS P a -- E ""' (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY - PSF (2 1/4" SILL) •DP CAPACITY - PSF (3" SILL) LAMINATED GLASS �• - ° . , , , LARGE MISSILE IMPACT � e 00000: NOMINAL DOOR SIZES GLASS TYPE A GLASS TYPE B GLASS TYPE A GLASS TYPE B z m BULB VI 17 BULB VINYL 17 WIDTH HEIGHT• FT. IN FG/IN. EXT. (+) INT. (--) EXT. (+) INT. (-) EXT. (+) INT. (-) . INT. (-) PRODUCEREVI5BDjol 3/16 HEAT STREN'0 GLASS 3/16 HEAT STREN'D GLASS / as complying wills the Florida.090 PV8 Interloyer 8 0 20R BuRding Code 090 PVB IN tociteLAYER / ( ) .LL�iss Saflex CP-Sotlex & Satlex HA' 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 A enco No Dupont t3utacite or (W/ 1 STEEL) a by: SOLUTUI, Inc. or � • ate La DuPont Butocits by: E.I. ( ) DuPont-SentryGlass by: pgL6RtffcRs. DuPont DeNemours & Co. Inc. E.I. DuPont DePlemours & Co., Inc. 8 0 2DR 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 ♦��o x ;€ "r, M 3/18' HEAT STREN'D GLASS (W/ 2 STEEL) / {*) (*) �ltnmf3?adeProductContre . Z 3/16" HEAT SIREN D GLASS ?N , 0°.• •.°f r;,J cn cn 12 0 3DR SILICONE SILICONE / ( ) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 �� +�- l� • ;�g'� DOW CORNING 899 \� DOW CORNING 899 (W/ 1 STEEL) w p co 6i 7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 :131 '� a" �.� N LO 12/0 (3DR) 40 40 8/0 56. I' I I' I' (W/ 2 STEEL) (") M :+� c �'�`� • 0; 16/0 (4DR) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 •' (W/ 1 STEEL) y1• •� �� 4 16/0 (4DR) 8/0 53.3 68.0 53.3 68.0 68.0 66.0 68.0 68.0 GLASS TYPE A GLASS TYPE S (W/ 2 STEEL) A GLAZING DETAIL2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP Laminate METAL 1" Min. 1/4' TAPCON or APPROVED EQUAL BY EDR TYPICAL ANCHORS IN PAIRS STRUCTURE W/ 1 3/4' MIN, EMBED, INTO 3.2 Ksl Conc. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS r� Edge Dist. It 6' FROM CORNERS 8 SEE ELEVATION AT SEE ELM FOR SPACING � SHEET 6 DF 14 FOR MAX. SPACING. �i x O 39 � o a n a a 1 ' a.4 ° -a a .'4g ° N eF(n M no to i a' 1 3/4" .? . . a'a a a a a a 1 3/4+ , d ° d A- (MIN. M b a O v (MIN, EMBED.) i:h -A ° .°4 d A. (MIN. EMBED.) y; a 4 < m. . 4 _ MePitch 1 ThkMiess 4► yy n. - - - 1/4,. MAX. J— - :r - - - — - 4-T, ••'•�• ----- -' :--- _ ''• • GAP -T p O � 1 BY P.T. 'o W = � 11 WDiID BUCK e0 � a• ti METAL STRUCTURE ATTACFIMENT DETAHS 6t .NI, TYPICAL ANCHORS IN PAIRS NOTE: 18 to ACT WITH Z d I SEE ELEV. FOR SPACING 1. ALL STEEL IN CANT r-1 G • + O+ D + ALUM. TO BE PAINTED OR PLATED. I 15 28Y Wood Buck Substrate 2. METAL STRUCTURES: W�7 CQ CLEAR SILICONE Wood Structure w/ (SG) TYPICAL ANCHORS IN PAIRS A) STEEL : Fy = 36 KSI MIN. I BEDDING COMPOUND _ Specific Gravity- .55 min. SEE ELEV. FOR SPACING (STEEL 12 GA. MIN. THICK 0.105') 10 I 33 (TyP•) B) ALUMINUM«: 6063-T5 MIN. m I I E I (ALUM, 0.078 MIN. -THICK) U MIAMI-DADE COUNTY I 17 I I fI l i 4 1 1 1//4" APPR'D MULLION Z I (MIN. L'MBED.) SEE SEPARATE NOA EH I I I I 3 P"rh Beyorwl P� 0 I 7/16'-LAMINATED GLASS _ _- - ! Mesal Ttrcknrsc �+ 0 U I I I I I mo . O t I CWS ^ZD 4A I I' I I I NOTES: 1) REFER TO SHEET 8 OF 14 0% I I I I I FOR GLAZING OPTIONS AND DP CHARTS. r 2) REFER TO SHEETS 10 & 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND I IWild 11 FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND Uj 3) REFER TO.SHEET 8 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. _ ILIFOR MAX. ANCHOR SPACINGS. m W w TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING to o I I I N_ Ln ANCHOR TYPE CHART IN CONC. or MASONRYmin. N It 0 •a� I I I I I I I � ANCHOR OPTIONS HEAD-SM JAMB Embadmen Edge Dist.Concrete N c c• • +0 0000 • I I I U. �W w U ELCO ULTRACON 1/4" 1/4' 1 3/4' 1' 2.85 Kai ; -r ' • • I I I I I VI= UI PRODUCT REVISED Aj •„ 4z • • 0000 • I i w BUILOEX 1/4" - 1 3/4' 4' 3 2 Kei .r o W- N a I w complying with ilia Florida - $ I I I I I I `� J Build Cod BUILDEK 3/16' 1 3/4" 3' 3.2 Ksi o - •g ; • •• i••• I I •�� ANCHOR TYPE CHART IN 2X WOOD BUCK min. •_ •G I I I I I I I 1/8" r� ;_I' = •� •Eo •S{LL RISER ACOOJAMbEdgDWL 2E4 ADHERED WITH Yi • z •••z y ••••••••••• • 4 . CLEAR SILICONE Z • FULL LENGTH BUILDEX 1/41/41 1/41 .55 SG SILL to I I I I S.M.S. (Into 2Xj #12 012 1 1/4° 1` .55 SG 1/4 DRILLFLEX SELF DRILLING SCREWS � � • �• •••• • I I w OF UNIT s • I I I I • • I 119 I I I INTO METAL STRUCTURES O I 12 CJ I I O I STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) �eaye�llr�a� I 135 30 I I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �,,�� ••• o ee 'M 118 I I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 9 •• e° #10 SMS CAULKI d I I INTO APPROVED MULLIONS (NO SHIM SPACE} vi a"1 C; O 0; n +� TYPICAL EDGE DISTANCE oOR 4t e (1/4") INTO CONCRETE AND MASONRY - 1" MIN. (ELCO ULTRACON) 07 V o Ol ►n 4 ., c r.r 7Yti ' .a•fi:K/1a�: •aw •�» " " ~• •I V. 0 'b _.:• 4 ,, (1/4 ) INTO CONCRETE AND MASONRY « 4 MIN. (11W BUILDEX) .-- a A 4'' es e d a ti •,• (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (111N 9UILDEX) M •• ��`, 17G 1 3/4' a a 1 ••�•• .. ' .a A a•.a a TYPICAL ANCHORS INTO WOOD STRUCTURE = 1 MIN. r (MIN' EMBED i a 39 r :a,r.;a. W/ 1 3/4'C MIN.EMBED.INTO 3.2 KsI BCon EOR 6' 2 PER CUP INTO METAL STRUCTURE = 3�4` MIN. v FROM CORNERS L SEE CLEVATIDN AT SHEET SEALOTS: W Ey 8 DF 14 FOR MAX. SPACING. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q TYPICAL ANCHORS IN PARS SEE ELEV. fOR SPACING SEALED. WITH WHITE/ALUMINUM COLORED SEALANT. WOOD DUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1/431 GAP a s MAX. I � 4 '-� z o CLEAR SILICONE ADHESIVE a"°a 0 �� BEDDING COMPOUND CO 7/16'-H.S.. LAMINATED GLASS a. I IA a Q Jo O c 4 O e CLEAR SILICONE ADHESIVE �; to vj •+ y _ BEDDING COMPOUND C 33 b #12 X 2' F.H./PHI:S.N.S. W/ 5 27 Z o tq to fi�', I 13 P.T. WOOD BUCKS SEE SHEET #9 2 STEEL BARS READ. ON o G z A <6: 7 FOR FASTENER NOTES AND CHARSIZES AS OSTEO U S a CHART W/ PRESSURES 000 5 a 2B ELEVATION AT SHEET # 8 FORSHOWN ON SHEEP B OF 14 Gk v02 FOR FASTENER SPACING ) � � O CQ 17 t':e'• 12 25 a b W a a. :. .•' I Qr 9 v 38 17 28 .° 818 n C <�: y'y` – -- —�� 'i"�`: 'i `t::• 25 1 STEEL BAR READ. ON o, O SCREEN DOOR PANEL SCREEN DOUR PANEL L ''- .='�'y Q• SIZES AS LISPED IN DP [� 0 a (OPTIONAL) (OPTIONAL) :E' ;s:t``t;c CHART W/ PRESSURES O O psc 0.) A EXTERIOR - •-• • • SHOWN ON SHEET 8 OF 14 I, 1 3J4"- EXTERIOR GRADE 1J4• DOOR WIDTH (142 1/2') PERIMETER CAULKING A(MIN. EE .) Q O (MIN. EMBED.) y 3D/3T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 H FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 t� FOR VERTICAL. CROSS-SECTION DETAILS. `o 3) REFER TO SHEET 9 OF 14 WOOD BUCKS NOT BY LAWSON IND. FOR TYPICAL ANCHORS AND NOTES. 3 .o • 4 REFER TO SHEET 8 OF 14 MUST SUSTAIN IMPOSED LOADS ) j 7/16'-H.S LAMINATED GLASS FOR MAX. ANCHOR SPACINGS. 1/4" GAP *A•b • 0 29 CLEAR SILICONE ADHESIVE MAX, 3 • • , ;v' •'d N 4 N BEDDING COMPOUND n '$ 3 :••• cv °� ,y b • • • 737 y.. E • ••�• • 3 13 •r, '4 A N 35 4W X 2' F.H4/PHL-S.M,S. W/ z m $ x •1 1/4' MIN. EMBED. INTO 2X .s 'o P.T. WOOD BUCK (SEE SHEET #9 03 33 �• •••• • —_—_ FOR FASTENER NOTES AND �f• ' 1 ELEVATION AT SHEET 11 6 FOR .9 q i••• i a 6 FOR FASTENER SPACING ) d ao • • • • L 28 2X T. a4` e• ,�9Tg95if18Bgggs� 16 1 PR,O../�ALICTRCsVISSD `VnVI ° O O e• V 2 ,`Q• sa, s G . e ' .But�ding � s p o r` ' f t1? M' i it•'i r 25 6 17 :d t .: iSMi r• �" .° •::•ii ''r.•:,+ 16 r=i"''.•`�. •- t>ttG vi ;1F1 � �;Qo b: •'f'.Sr/`�' '�la'!(�,.i aT'a .•aN118111I prodactCb ►'► ° "'+ o S'•r l 3 — —— SCREEN DOOR PANEL h:,�; ,4 L e• C l C?`,`�. (OPTIONAL) D� EXTERIOR •�IR's:c�f�T�fits '}r+,^'i.•qc �•S`�'a...tr!!`} I� •.•..• , r .;%;•�`•.•^ ,::r•.a;. �;�:�;� 'u rc, :S-.ire•. mm � � 1 EXTERIOR GRAD JJ4" DOOR WIDTH (96') PERIMETER CAULKING p, (WN. EMBED.) (MIN. EMBED.) A 2D/2T — XX DOOR DUCK WIDTH (189 3/4') (MIN. EMBED., 4 #12 X 1 3/4' F.H./PHI. SMS d:` rq 00 OF 1/4" MAX. 2X P,T./4' HIM WOOD BUCK ED. INTO 4�: M O x w FOR POCKET WALLS v� a SHIM C SEE OPTIONAL INSTALLATION a SEE GENERAL NOTES DETAILS AT SHEET 12 OF 14 ) x X115 & 16 AT 'm p in m A m 1/4' TAPCON or APPROVED EQUAL BY EOR 39 NSHEET 1 OF 14. 0 °•.• e W/ J. 3/4' MIN. EMBED. INTO 3.2 Ksl Conc, NOTE: d `' E L 6' FROM CORNERS & SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REOD. AS z a yEn W e SHEET 8 OF 14 FOR MAX. SPACING, Re q D BEDDING COMPOUND LISTED IN OP CHART W/ I �` •- Z O 33 PRESSURES SHOWN ON 31 1 B t" = SHEET 8 OF 14 (EDGE DisT.) 0 m a � U� x O _ •s 37 7 9 •••i � � .mow 0 9 I r 26 16 6 Di O - ------------- ---- ------- -------------- -- ----- --- ------- --------- • -----DL�ARZTLZL'ORE�+,TIRESIVE"'------- s• BEDDING COMPOUND A � say1 ------ ,-� a v] 16 ------ (/� 0 .e L Q p Tnt C 17 25 38 �r' ►r .e.. :o a 1 18 8 -------- �►� � qr $A to a ° 39 17 $ 25 3e 3v y ^• t I o �/ -------- a ' [a v o IVA ° D 17 10A . _ Fi - ------------------ --- --- - ------- --- --- ------ ----------- SCREENS OPTIONAL -- --- - ----- ———--—— — - •fit_+'. � 'i�;:�rt%�••.r'�'a 1 D POCKET DEPTH o o 0 �`Ffi�•: - -* EXTERIOR GRAIIE EXTERIOR •� PERIMETER CAULKING a 3 0 1 3/4' 1. TEST DOOR WIDTH (190 5/8') • (MIN. EMBED.) N 0 o }�, •••• • 4D/3T - XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 • ; • . .••• • TYPICAL ANCHORS IN PAIRS FOR GLA2INO OPTIONS AND DP CHARTS. - 3 • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2) REFER TO SHEET 9 OF 14 a E 4 " :006 • SEE EL TEV. FOR SPACING " n •kl � •• •• • 1/4 MAX. FOR VERTICAL CROSS-SECTION DETAILS. � 1/4" MAX. SHIM 3) REFER TO SHEET 9 OF 14 a • '•:• • SHIM -------------------------------- FOR TYPICAL ANCHORS AND NOTES. N l •E • •••. 4) REFER TO SHEET 8 OF 14 � •" •• •••• • FOR MAX. ANCHOR SPACINGS. z b ° •,o '.�' .z • •s • 28 18 7MF '° w •••• • d a, � I ,�1 at s m • —mil 0,�6k6¢:Ss2t`80�1 "a !31¢4M Fi&duwyoe . ' METAL STRUCTURE ATTACEIl� DETAIL `��05•.•''•'•°••• c/jd�s. 4 '` .• •o'•tl�p . 'A . ' NOTE: .� 213Q a i� LO u. e.• 1. ALL STEEL IN CONTACT` WITH 0 � ° ei O Qi ALUM. TO BE PAINTED OR PLATED. _ _ cti � 2 �L a METAL . METAL STRUCTURES. _ ;U1 �ci •z �•' STRUCTURE A) STEEL : Fy = 36 KSI MIN. r �. sd . (STEEL 12 GA. MIN. THICK - 0.105") PRODUCT REVISED ~ �- Z d B) ALUMINUM q: 6063-T5 MIN. 30 as complyingwiditheFlorida m 0: • . s (ALUM. 0.078 MIN. THICK) _ ____ ---____-AuildlagCodc ��.Q2. i��y� ...••' ••�y�, f 3/4' ------------------ (MIK jEuBE0•) E2 - SCREEN DOOR PANEL By (OPTIONAL) NgerN AdeYroduaControl SGD--9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME " 1 3/4 MIN. � ITEM # PART # QTY. DESCRIPTION REMARKS NOTEEMBED. 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1. FOR ANCHOR TYPES SEE o NOTES AT SHEETS 3, 6, & 9. 1.2 L-9211 1 2 TRACK FRAME HEAD <Multl--Slide) 6063-T6 ALUMINUM 2. FOR POCKET WALLS SEE GENERAL 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. :b� M � co � v� 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS 1. :d INTERIOR w tO O FW 4 AT 8' O.C. 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-TS ALUMINUM SEE ELEV. a o A A 'aOR SPACING � � . 35 U. � o 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 8 26 ' 6 L-9201 I PANEL LOCK STILE 6063-T6 ALUMINUM 17 '' is z° e 17 oWx 4 • � 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM z `�` 31 0� Se o. `�' 0 � 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 116 b • " i �' 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM ' 0 Z o 0 �- z o a 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM w o t 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 31 A4. 4 16 U] 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 17 1 ° w 26 U STEEL BAR REQd- ON 17 y 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM SIZES LISTED W/ OP 60ps f EXTERIOR 4' 6 TYPICAL ANCHORS D ABOVE 8 H Z 0 14 PWS-016 AS REQ'D, BOTTOM RAIL WTS P ULTRAFAB #QB6757DK 3s of x - 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTST .187'x.310' (7830-6001-1) F2 v•:4 AT 8 O.C. 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x,210' (7820-6001-9) SEE ELEV. FOR SPACING 1/4 Max. 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D. SHIM 1 3M 4" MIN. �' O 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' EBED. H O w 19 HC-046 2 MVG. PANEL TANDEM ROLLER2 X EA, MVG. BOT. RAIL EXTERIOR o 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. POCKET DOOR HOOK 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063--T6 ALUMINUM 22 FS-042 AS READ. `C` TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. ATTACHMENT DETAILS � 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM Flexible VInyl IFPVC)cum ion-Team Plastics Inc. •1. FPVC Biacic Compound N6.7200-75 0 0 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. PHYSICAL ASTMno. N o . •� 25 AR-020 INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' <36 KSI> DuromelerHaMwss•A',10 sec 75 D-2240 c „ t •••• • Specific Gravily 1.45 D-792 i u 26 AR-021 38 ASTRAGAL STEEL REINFORCEMENT 1/2' X l 1/2' (36 KSI) TensileStrengib,PSI 1640 D-638 "I folio •••• • Ullimalc Elongatic®,% 340.0 D-638 "d C3 27' AR-024 >M INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) Modulus®I00'/oElmgadm,PSI 765.0 D-638 8 'A q 0 IMPVA Brilticaci31.0 D-746 C i :009 28 HC-047 I MORTISE LOCK HARDWARE W/ HANDLES & KEEPER a .o •� �••• • •2. FPVC WhUe:compound No.7267-75 X 29 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details PHYSICAL ASfMN0. N ° .E ••�• • 30 L-9022 a ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM Decificeravity ss•A',tosec 75 D2240 S •$ 4 •••• • Specify t3mriry 1.45 D--792 � � o Te mile Strengdr,PSI 1.640 D-618 z•d, �' '�' • 31 L--9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM - •v Ultimata Elongatloq,% 325.0 D•638 03 •o • • •••• • 32 SM-5731 IK NEUTRAL CURE SILICONE Schnee-Morehead 5731 ModulusrQ100%FAcagatim,PSI 765.0 D-638 s, •e finpactBrildeaess, .30.0 D946 °•$ o a • • •••• 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 o: 34 ik NEUTRAL CURE SILICONE Tremco Spectren 2 d • 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC e�eed�::a:uittsaa�Aaa• .if' 8°pS°,1 36 HC-043 2X PANEL NYLON TOP GUIDE ' RIGID PVC v1 Q�•'• ••�j . ,�� •,.-.,� o rel 37 FS-005 AS RELIT. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS •i• �n LL �'`• ?� """ mo,. 4� O 38 FS-013 AS REQ'D, PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS .; U'? 39 FS-014 AS READ. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. PRODUCTREVISED 40 PL 75.6020 AS REQT. GLAZING SETTING BLOCK SOFT PVC 1/B' x 1/8' x 2'1.. as complying�vilhThe Florida �z '� z a Buildin Code QQ Od 4l IK - SCREEN PANEL w Acce onhayarmWl U o •' G�.�� 4�y�•••• ..• �� 42 SM-5504 AS REQ'D, JOINT SEALANT Schnee-Morehead 5504 0 �i�� a 43 PERIMETER CAULKING OSI POLYSEAMSEAL &o Pmduct Conwol 44 1 PRODUCT LABEL 3!E A • �3.6251.000 �b 38 0622 750 37 e 1.000 062 a o ,� I--1.594 .3760 FRAME HEAD O 3.500 / a c5 O o 50 oa0 ABq -3.6062 1.218 °' � M L 1.000 z w C, 1.500 I in w a C'7 o TWO TRACK HEAD11.5941 1-1 � .6871 � AT SHEETS 8, & 9. � FRAME JAMB MULTI-SLIDE FRAME HEAD a, ccQ .{ PANEL TOP a 090 I I .12 1.687 - } FRAME TOP CORNER CORNER .094 u 2.2501.132 .062 1.590 1.750 .062 c► TWO TRACK FRAME o a .559 W -�-- I L1.619-4 4.154--�I o z o � FRAME SILL L'J INTERIOR INTERLOCK .390 .890 1.619 062 ,150 ~ 1.241 2.000 2.798 n �° L 2.039 1.590 s ..... .062 ,062 1.132 c a• c • .890 .094 PANEL BOTTOM CORNER N•a � � •••••• 4 1.197 •••• • Q5 1.687 �8 r•� 3 o •••• • • o N ' E • • PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK - •� 9 £ 37 8 • s� •••• • F 180 2.686- .844 2.280 g •a x z .094 $ $ i•••i•Y •••• • FRAME BOTTOM CORNER "• F e{B 1.044 .062 1.617 d �I m ' � 1.710 �e®�e�a��,oerrrrri 616 0 L-1.842 a°0✓, `° • ��,�� (�I y • e•s• If? GLASS STOP LOCK STILE 1.655 9a w "'• °�jftL scplyins ,;i3. E`:r a1 L 0". , tiP a o.531 .580 ASTRAGAL STILE AROery O•vi the t') Q+ .524 BuildingGbde 0 8• [� • "� .875 3.000 Ac�ceptM=Nu v 2- o .070 �• � m °' 125J 1.250 2J 1. 30 A 24 l adQPrcductOontro � list, FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER A 5.244 .070 1.0001.500 37 (too 4 a A yy 1.594 N o v 4 o 086o ) p FRAME HEAD � U .090 Ln- 0-4 na I CQ to .062 2.250 a 500 FRAME TOP CORNER U z � � o —5.748— FRAME .748 FRAME SILL .500 Q�t O 1 o A 1.00o THREE TRACK FRAME I 1 - (m 1.250 .062 25 Q N INTERLOCK REINFORCING d 376 .500 n 5.494 1.218 —T v o 1Q @ m ••.• • 1.500 o • • Cq ri 3 3 $ +� • • 26 u b • ASTRAGAL REINFORCING < � •� 8 • •••••• • .375 ` ��• x•z • 688 19 0 E • ••..•. FRAME JAMB 1.250 s ei tit F.500 27 37 °e° INTERLOCK REINFORCING m, ♦��3,•° ° ;00 Ln °4r un u' 6' °.10" FRAME BOTTOM CORNER : y 527 K •; 2.094 m ,� i U .078 PRODUCTREVISED 100 es ca nplying with the Florida o, Building Code 4—/� O Oa• 0?— A« o �4�'d ♦ �L .953 670 epmnc D -•L dor 6 31 21 Pocket "P" Hook "C." CLIPS produclContro R 74.000' SERIES-4200 6200 FIXED IMPACT WINDOW — FLANGE FRAME WINDOW WIDTH 7 0.812 c A.L. OPG. -- APPROVED .WINDOW ELEVATIONS (L_M.IMPACT) z "'" A � �br.• *.�.. ti -y, - ,.�0 �j z6' MAX. TYP. 9 y. SEP ®2 2115 2 l AT CORNERS WINDOW HEIGHT r WINDOW HEIGHT WINDOW HEIGHT �i - �� 12 MAX. a Z a L7 ii ii TYP. +:+� 3 v LC)W CU Q. tt pp�� a ,; Z WINDOW LEG HT. o �� '/V� �� D ZO V[DrH M 0 Ln w nz. a x •N- �l R n n WINDOW WIDTH JVDIDOV WIDTH I I' PROINJ 0 I QUARTER-ROUND ELEVATION z C o HALF-ROUND TYPICAL L ARCHED PICTURE WINDOW 3 --_ -- - - ms Cfus%Vk SED �g H ==b--=-= ==-'z==--- complyiu�wttkThe FMrtda � Building Code f'� V d. Acteplance No V Q a 0 do DA � �/� ,►�-, W � � :L. a 0 i7 n r l/i i i a aml ndo Amdua CommFv�\ U WINDOW HEIGH — EXT. & IN . WINDOW HE WINDOW HEIGHT TYPICAL ELEV7�°TIQDArEr INS AR APPL ED W/ Z o TESTED UNIT ICON AND TE 5 E- LN--/ L NOTE; ^?S�,a.YtM on-� AVAILABLE Q► O4 d WWINDOW L MAXIMUM GLASS AREA TESE o IDTH WINDOW WIDTHWINDOW WIDTH GLASS TYPES: E, F, J, K A,I� w Cq HEXAGON TYPICAL ELEVATION DESIGN LOAD CAPACITY TA�L- 4 WIND O S ARE L.M. IMPACT H W RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDO ELEVATION FOR SIZE LIMITATIONS OF EA IpS S TYPE. - N � 1 O .1C7 70 CO,MPLIANCF WITH ALL FED RAL sHUTT Rs NOT REQUIRED D W I CV TAT( nrJD CC�I,1N7Y PULES AND 9F(31,1 A 10NS General Notes: A r WINDOW HEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS H C4 WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE H W L�HT. VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT' IS IMPACT RESISTANT. rn 1 WI�DTK L -(SHUTTERS NOT REQUIRED) l4 w WINDOW WIDTH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING �.. .7 1 .. ... fLq_L ROUND TYPICAL ELEVAnoN, II VINDDW WIDTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS .go 0t .' OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. v ' o • RECTANGULAR TYPICAL ELZ/ATION of SQUARE PICTURE WINDOW ELEVATION 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 4' 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE . ` .� �*000 .. .. ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND .. .. . .. .. 04 TO BE REVIEWED BY BUILDING OFFICIAL. . �' dd o 0 WINDOW HEIGHT WIN 6)J!!� —4 ORDOWS AIRE USE WITHQUALIFIED FOR DOUHLE GLAZEULAMINAT'ED E WITH INGLE GLAZE INSULATED GLASSINATED GLASS TYPES TABULATEDS, ANDHEREIN; •� • . w •0 rDUW WINDOW HEI pi U _=L L LLEG HT. (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). • s 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30tt. IN THE HVHZ, THE vIn>DDW vnvnav vrnrH I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT WIDTH J.ECrSrED EYE BROW ELEVATION WINDOW WIDTH RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). OVAL TYPICAL £LEVATIoIJ, 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER-ROUND ELEVA710N 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ,0%J111111110� , 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED N,% 4t kl:�a f!,O r (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) Oe �, :'�Pd f ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, ,� U. SHAPES AS SHOWN, CAN BE VERIFIED y N BY INSCRIBING PICTURE G S I WINDOW HEIGHT 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. SMNDOW SHAPE WINDOV HEM' WIYHEN A SQUARE OR RECTANGLE, As li.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAME-DADE COUNTY APPROVED PRODUCTS w # S j SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ALLOWABLE LOADS FROM THOSE v, •` WINDOW LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ' VInTH SHAPES. PROVIDED PERIMETER EMPIRE MULLED SYSTEM. I WINDOW WIDTH FASTENERS ARE AS DESCRIBED HEREIN . i FOR SIZE AND SPACING. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. ( ••• a OCTAGON TYPICAL ELEVATION 'ELLIPTICAL° TYPICAL ELEVATION 13.) ALL. METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE oB�`•lFF�Il61T�% W PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG.. CODE. A #14 S.M.& W/ 1 1/4' #14 S,M.S. W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN. EMBEDMENT INTO WOOD, PT. WOOD BUCKS MIN. EMBEDMENT INTO WOOD. & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) '•' :'• <SEE ELEVATION AT SHEET #1 <SEE ELEVATION AT SHEET #1cl FOR MAX, FASTENER SPACING) vs• HAx INTERIOR FOR MAX, FASTENER SPACING) W SHIN SPACE 1' MIN, SILICONE ADHESIVE .:'''•' ° ; 0 p O INTERD]R FINISH ~GE DIS-ANC 1() BEDDING COMPOUND co A Z Zi NOT BY LAWSON INDUSTRIES, [NG LAMINATED GLASS a' 1/4' TAPCON W/ 1 1/4' < z:rr,.;•.. ;: ,•;. :•, ;.,.. --------------------------- INTERIO =v 4. MIN EMBEDMENT INTO CONC, EE ELEVATION AT SHEET #1 �, Q o ' _...._..._..._........__-....------•-- EXT. GRADE � •.c;;: FOR MAX, FASTENER SPACING) r- CAULK i ° 0 p l CA A N 2X 2X t -- -- L� M W W �71 z >`; C) W W O %-) EXT. GRADE BACK BEDDING A� 2x w Z 1 1/!I' MIN. - - - -- o o z O O TO BE APPLIED BEHIND A Fi F¢ $EDM N =_"_ _-- - -- =_::_:'::_:'::-===—: : 0 = 4 py � 04 WINDOW FRAME FLANGE BY - :: ---._..---.. _� WEATHERPROOF INSTALLER (TYP.) =. .N - a 1 1/8 MIN. '`+ + MOISTURE BARRIE ` i'. q is i i -- _------- EDGE DISTANCE BY OTHERS <TYP. I! ii e 1 L/4' MIM. - - - - --- - !! i; i i °' O 0 co m MBE DMENT ----- --- 0 EXT. GRADE 2------------ EXTERIOR a`. •'` ti. ,"� �. E, c t 11,11, K EKA�tI.NfffllEfEFf ,. . h� vh+�aH,+,'hyhYh�sS�TaTANhVi?,>',' ' ' !I i� 1 i CAULK ,:•:+`• ' �•�� , a<u�( �uat�ct«cc (.f(tc,.c� "( EXTERIOR ' W o EXTERIOR GRADE '��:�`+" •o- U PERIMETER CAULKING EXT. GRADE PERIMETER Zj O CAULKING NOT BY WINDOW FRAME WIDTH 'LAWSON INDUSTRIES', H x QC TO BE APPLIED BY OTHERS W t' MIN, #14 S.M S, W/ 1 1/4' 1/4' TAPCON W/ 1 1/4' C STUCCO OVER METpL LATH NAILED TO EDGE DIS7ANC MIN. EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC, o EXTERIOR GRADE PLYWOOD SHEATHING <SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 t l TO BE SPECIFIED BY ARCHITECT O R G.C. F�4 MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. NOT(EXTERIOR FINISH D OTHERS) MUST SUSTAIN IMPOSED LOADS NOT BY LAWSON INDUSTRIES, INC cq EXT. GRADE 1 L/8` MIN. � CAULK 1 D .dl WOOD FRAME INSTALLATION DETAIL 1 1/4• MIN. �,�i b ••v a = D I O EMBEDMENT : ° . tl.•. 1 1 4` MIN. :a 'd' n Ai :•;„s _ ,° 4' e PQ A q A EMBED HENT, Air o.. vyf : . tl rj d 4 ti tl94 • �i:a'Nhe,\vim" {• •� . . � is ., "• •r I h • •I M re Goo li ;j (� • m i! i is �� p • : •• EXTERIOR GRAIIE !° ;; • •• • • • ••• PERIMETER CAULKING ii 1 • w • • ! SILICONE ADHESIVE •ai • • •• • :60 !i ••� •• •• • i•• BEDDING COMPOUND •Q • • •••9 • • • • ••• 9 5 !' 111D 3 EXTERIOR INTERIOR �•' • i a: •••• d .• •• • WINDOW INSTALLATION NOTES: 1/4 MAX. � • J. •••• SHIM -1, THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. 1 TYP !_ 10 LAMINATED GLASS •• GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE !! BY WINDOW INSTALLER (TYP,) i! 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 1 1/4' MIN 3 ' ! t1 p�9`�11i11l1o91� BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EMBEDMENTEXTERIOR GRADE BY OTHERS (TYP,) 1 +� �+ •••....,•�• � �� PERIMETER CAULKING > ",,� •, r•� e� • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EXT. GRADE L �" ••y� MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. CAULK a• a ANCHORS NOTE: VI BY OR 2 BY WOOD BUCK -:�`. " �:� " 4 .•PUODUCTf(EVISFD a 1 1 4' MINas cat y1 II gill t11e Florida ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR !y. �- e` daq' A EMGMENTPaitdio�Code 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., zit= 4 e a` J- "' VV• •° 'a < Aocetnnevi�fo WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ° n "'' �A F CnNC, AT 12' n,C, MAX, H Jliamm3me hImuct Contra A • LAMINATED INSULATED GLASS COMPOSITION TYPE B 5/16" LAMINATED GLASS COMPOSITION - TYPE A SIuCONE SCHNEE-MOREHEAD SM 5731 ITEM DESCRIPTION DET ' ITEM GLASS DESCRIPTIONS DETAIL DOW CORNING 899 % ' 1 118' ANN. GLASS __ _ _ ± ` __ _____ - TREMCO SPECTRUM 2 o Oz C) 1/e• _ _ _ _ f 1 1/8 ANNEALED GLASS /e 2 0.090' SAFLEX PVB-SOLUTIA _® t/a' 4719• 2 0.090' BUTACITE PVB-DUPDNT O,o9o• --:_ ___ w Z 3 1/8' ANNEALED GLASS �' = 491N 3 1/8' ANNEALED GLASS i 1 - 2 -0340' M �1 V A\ 4 1/4' INSULATED AIR SPACE �-7B' _ -_ _ ��, != a m O w 5 «!) 1/8' ANNEALED OR TEMPERED GLASS r 5/16" LAMINATED GLASS COMPOSITION - TYPED LAMINATED y p � WA o !! MONOLITHIC c a !! GI to _j o 4n ITEM GLASS DESCRIPTION DETAIL ! �i , LAMINATED INSULATED GLASS COMPOSITION TYPE C _---- - --_ '! !- � 1 1/8' HEAT-STRENGHTENED GLASS /a• - - " "' ITEM DESCRIPTION DETAIL - .0.090' � GLAZING STOP Z >"' o � � A " 2 0.090' BUTACITE PVB-DUPONT uq• _--_�= - --- w O U 1 1/8' ANNEALED GLASS ___ __ o o z o 3/16' _:___:_=_• _� 1 3 1/8' HEAT-STRENGHTENED GLASS 1 2 0340• ® CIRCULAR WDWS. W = �C Cq 2 0.090' SAFLEX PVB-SDLUTIA � � ,t/4• 0.7 ao X o- 3 1/8' ANNEALED GLASS tie' -_=_ = 3 4 v - -'- n�a 13 32 LAMINATED GLASS COMPOSITION - TYPE E LAMINATED LAMINATEDCQ 4 1/4' INSULATED AIR SPACE ✓• = MONOLITHIC MONOLITHICto °D 5 Ow) 3/16' ANNEALED OR TEMPERED GLASS ITEM GLASS DESCRIPTION S DET - - _-_ �+ o 1 3/16' HEAT-STRENGHTENED GLASS t/s• _•-=•-•-•-_-•_-•-•-•- _._._._._._.-_ pq _ LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB-SDLUTIA } 3/16 _ _':_"::-::_':_ ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS 1 2 0.406'4 y G 1 1/8' HEAT-STRENGHTENED GLASSH 0.600' H 2 0.090' BUTACITE PVB-DUPONT 7/16, LAMINATED GLASS COMPOSITION - TYPE H 4 •t/4• GLAZING DEPTH GLAZING DEPTH 3 1/8' HEAT-STRENGHTENED GLASS _Ue' -_ _=_= ITEM GLASS DESCRIPTION DETAIL O A 4 1/4' INSULATED AIR SPACE __=__= oaw• ___________. O1 t 1 3/16' ANNEALED GLASS 3/16' 2 r} C 5 ( ) 1/8' ANNEALED OR TEMPERED GLASS co 2 0.090' SAFLEX PVB-SDLUTIA o.a`o• 3/16' " 110' LAMINATED i1 LAMINATED INSULATED GLASS COMPOSITION 3 3/16' ANNEALED GLASS MONOLITHIC H 6 CD LAM N TYPE G SILICONE OPTIONS i h V CQ ITEM DESCRIMON DETAIL 6, - __- ______-= DOW CORNING 899 (Q eh 7/16" LAMINATED GLASS COMPOSITION -- TYPE I ____________ SCHNEE-MOREHEAD 5731 �'a 1 1/8' HEAT-STRENGHTENED GLASS 3/16• ..............= 3 TREMCO SPECTRUM 2 A . . . . . . . . . . . . . . 2 0,090' BUTACITE PVB-DUPONT ITEM GLASS DESCRIPTION DETAIL_ 3 1/8' HEAT-STRENGHTENED GLASS ve• - ___- _= 1 3/16• ANNEALED GLASS 3/16' _________ z 'a _ °�0• 2 0.090' BUTACITE PVB-DUPONT 0 - - - 0.4610' 0600' ""4 4 1/4' INSULATED AIR SPACE /e' =-= --____ 3/�6' __:__. = ` GLAZING DEPTH 5 (013/16' ANNEALED OR TEMPERCD GLASS f 3 3/16' ANNEALED GLASS —L LAMINATED INSULATED GLASS COMPOSITION TYPE L 7/16" LAMINATED GLASS COMPOSITION - TYPE J LAMINATED LAMINATED/MONOLITHIC GLASSGLASS •• •• • • • ITEM DESCRU*ZION DETAIL c ITEM GLASS DESCRIPTION 3 DETAIL TYPICAL GLAZING DETAIL .r • '° •: •• : 1 3/16' HEAT-STRENGHTENED GLASS 3n6• :______:_' ;_� 1 3/16' HEAT-STRENGHTENED GLASS 3/16' _ _ _� • •t • • • 2 0.090' BUTACITE PVB-DUPONT j� 0090' - - - - _4460' •'� •• 1 L -® 1/4' 2 Q090' SGP-DUPDNT • Zo • a9ot• •+r •• • •• • 3 3/16' HEAT-STRENGHTENED GLASS sits• icf=- ____� 3 3/16' HEAT-STRENGHTENED GLASS 3/16' :- -_-_ =I • • 4 1/4' INSULATED AIR SPACE __________ 1- • :� : •• •o o •• • • .a • •• • 5 3/16 TEMPERED GLASS t 7/16" LAMINATED GLASS COMPOSITION - TYPE K Notes: 1.) SALE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. ITEM GLASS DESCRIPTION 3 DETAIL, • •••• 2.) VWDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED 1 3/16' HEAT-STRENGHTENED GLASS 0�3/t6• _____-__-:EO� • • : • :.s . • • ABOVE 30 FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL 2 0,090' BUTACITE PVB-DUPONT -- ---- --- 460 •• HE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3/t6• __=_: _ _=A RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 3 3/16' HEAT-STRENGHTENED GLASS 1 6 12 S 12 ----_ __-- 'SILICONE DPTIDNS`3 N LL Qa a �" _-_-- -_;.--__- ADW CORNING 899 -------- - fi u) .• SCHNEE-MOREHEAD 5731 w I' ---- - -- --- TREMCO SPECTRUM 2 = _-_ - _ - - _ _ - IntoDUCTIjCVLvr:D ;� t LAMINATED LAMINATED as maplyinE wmi ilia ITiotida Bumag ate. �8 �a ' •�;, INSULATED I-044 INSULATED �0.600'-j ACcepta"CCltio I,1 "Y� .•.�• , GLAZING DEPTH GLAZING DEPTH !Co— a.;. 1 ,'`t�fllbi!i {1►� LAMINATED JINSUL&TED GLASS TYPICAL GLAZING DETAILd w tWami 13ai ajuduct Cotttrul E-4 A 4200.6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY-PSF WINDOW DIMS. GLASS TYPES WINDOW DIMS. GLASS TYPES WIDTH LENGTH A 13 C D E F G H ! J K L WIDTH LENGTH A B C D E F G H I J K L in. in. +/-DP +1-DP +l-DP +/-DP +1.DP +/-DP +/-DP +l DP +1-OP +/-DP +/_DP +1.DP (in.) in.) +1-DP +!-DIP +!-DP +1-DP +l-DP +1-DP +l-DP +l-DP +1-DP +1-DP +1-DP +/-DP as 0 24' 68 68 68 68 65 68 68 68 68 78 65 68 19.118" 68 68 68 68 65 68 68 68 68 78 65 68Z 30' 68 68 68 Be 65 68 68 68 68 78 65 68 26-ItZ' 68 68 68 68 65 68 Be 68 68 78 65 68 to C 36" CO BB 68 88 68 65 68 68 68 68 78 65 68 3T' 26" 68 68 68 68 65 68 68 68 68 78 65 68 M 42" 68 68 68 68 65 68 68 68 68 78 65 68 48' 68 68 68 68 65 68 68 68 68 78 6568 a to Lbp, 48" 68 68 68 66 65 68 68 68 68 78 65 68 c CO A o 64 68 68 68 68 65 68 68 68 68 78 65 53118 68 68 88 68 85 68 68 66 88 78 65 68 60' 68 68 68 68 65 68 68 68 68 78 65 68 19118 68 68 68 68 65 68 68 68 58 78 65 68 rn p Lon Q 26-10 68 68 68 68 65 68 68 68 68 78 65 68 � � W 24 68 68 68 68 65 68 68 68 68 78 65 68 3�Try' 39-318" 68 Be 68 68 65 68 68 66.2 6 8 78 65 68 3 W. 68 88 68 68 65 68 68 68 68 78 65 68 YO' 68 68 68 68 65 68 68 63.8 63.8 78 65 68 Z w o p L) t!] W. 68 68 68 68 65 68. 68 68 68 78 65 68 53.118' 68 68 68 68 65 68 68 63.8 63.8 78 65 68 Z 4 �C E" r' 42' 46" 68 68 68 68 65 68 68 64.7 58.3 78 65 68 19-118' 68 68 68 68 65 68 68 68 6B 78 65 68 48' 68 68 68 68 65 68 68 5B.6 51 78 65 68 281/2 68 68 68 68 65 68 68 68 68 78 66 68 00 � � ti 12 54' x x x 68 65 68 68 56.6 51 78 65 58 0 60' x X x 68 65 68 68 x x 78 65 68 37" 5"Er 68 68 68 68 65 68 68 66.2 662 78 65 68 W 0 24" 68 68 68 68 65 68 68 68 68 78 65 68 48" x x x 68 65 68 68 x 51 78 65 68 30' 68 68 68 68 65 68 68 88 68 78 65 68 53-118" x x x 68 65 68 68 x x 78 65 68 o 36 68 68 68 68 65 68 68 68 68 78 65 68 18-118 68 68 68 66 65 68 68 68 68 78 65 68 26-1/2 68 68 68 68 65 68 68 68 68 78 65 66 42' 6D" x x x 68 65 66 68 64.7 583 78 65 68 P. 48' x x x 68 65 68 68 x x 78 65 68 37" 58" 68 66 68 68 65 68 68 x 66.2 78 65 68 ' 48" x X x 68 65 68 68 X X 78 65 68 U 54" x x x x 65 x x x x 78 65 68 60' x x x x 65 x x x x 78 65 68 53.118" x x x x 65 68 x x x 78 65 68 19-1/8' 68 68 68 68 65 68 68 68 68 78 65 68 24" 68 66 68 Be 65 68 88 68 69 78 65 68 ® � q 30' 68 68 68 68 65 68 68 69 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 FTm W. x x x 68 65 68 68 65.5 68 78 65 68 3T' 63" x x x 68 65 66 68 x 66.2 78 65 68 48' x x x x 65 68 x x x 78 65 68 42' 72" x x x x 85 68 x x x' 78 65 68 O 48'' x x x x 65 x x x x 78 65 68 53-116, x x x x 85 68 x x x 78 65 68 (r� t� 02 54" x x x x 65 x x x x 74.7 65 68 19-118" Be 68 68 68 65 68 68 68 Be 78 65 68 H ca AA 60' x x x X 65 x x x x 72 65 68 26-1/2" 68 68 68 68 65 68 68 x 68 78 65 68 b p E 24" 68 68 Be 68 65 68 68 68 68 78 65 68 37' 74" x x x 68 65 68 6B x x 78 65 68 Et V 0 30 68 68 68 68 65 68 68 68 68 78 65 68 48' x x x X 65 68 x x x 75.6 65 68 fC CQ x x x 68 65 68 68 84.9 68 78 65 68 53118' x x x x 65 68 X x x 72 65 68 1 • 42' 74" x X X x 65 X X X X 78 65 68 19-118" 68 68 68 68 65 68 68 68 68 78 65 68 M 48' x x x x 65 x x x x 756 65 Be 26-112" 68 68 68 68 65 68 66 x 68 .78 65 68 y N 54" x x x x 65 x x x x 71.5 65 68 3T' 74-114" x x x 66 65 60 68 x x 78 65 68 �'Z W 1*4 60' x x x x 65 x x x x 687 65 68 48' x x x x 65 68 x x x 75.2 65 68 w 24" 68 68 68 68 65 68 68 68 68 78 65 68 53-118' 66 66 68 x 65 68 x x x 71.6 65 68 30' x x x 68 65 68 68 68 68 78 65 68 36' 84" x x x x 65 68 x x x 78 65 68 • . • • • 42' x x x x 65 x x x x 78 65 68 417' x x x x 65 x x x x 73.5 65 68 • ! • 24" 68 68 68 68 65 68 68 68 68 78 65 68 • ••• • 401 • •• • X x x 68 65 68 68 x x 78 65 68 • i•• • • b �• •• • 36" x X X x 65 X X X x 78 65 68 � ••• •• �. 1 �• • 42" x x x x 65 x x x X. 76.8 65 68 • • • $ • 24" X X X 68 65 68 66 68 68 78 65 68 • 0 W. 108' x X X X 65 X X x x 78 65 68 Notes * • w••� �• • • •• W. X X X X 65 X X X X 74.7 65 68 • •• • •® 0 • •• • 24' x x x x 65 x x x x 7. 65 68 1•) SEE SHEET 3 FOR GLAZING TYPES, DETAILS-& SILICONE OPTIONS. ..• .. 30' 120" x x x x 65 x x x x 78 65 68 )K 2•) WINDOWS WITH GLASS TYPES "B, C, F. OR G" INSTALLED • • • .• • ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL. •• z 35' x x x x 65 x x x x 74.1 65 68 BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 4 ••• • •• RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). g• .• -elk • • F, J � N c O O �• . , I N pRODUCT REVISED " as canplyingwitli the Florida U Bu(1Nng Code , '� to �•r ApoeptaDc DNO 7,08- /�J. I WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ` ' r^n([clf�s p` ,,°,e E VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ?ism adr pm 'c� A io x t/+ Pit sms BILL OF MATERIALS u EAA FRAME JAMB FRAME HEAD ALUY m s FASTENED FROY n+S:OE TO 14, ITEM PART , QUANTITY DESCRIPTION MATERIAL REMARKS OUfStOE OF FRWES 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 1/2 x 3-1 w o A A uvu s w c�Oo ,'Z-, q 2 L--7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - M 00 3 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - a 4m A `� 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - �.�` o o g NJ ER W) 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - ®�,\ 3 U.v � �'+ � ++ nfRME 6 L-6211 4 GLAZING BEAD (7f 16" GLASS INSULATED) 6063-T6 - ��• �`� z w� , wb 78 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS - a Es _ o to 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - `® °p o" k �.., cu o 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC cc� 7 RECT. OR SQUARE WINDOWS as t CQ 10 * AS READ. GLAZING SILICONE * - TYPICAL. CORNER CONSTRUCTION c CIRCULAR WINDOWS 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2'• OR MITER CORNERS q 12 812-251-1-357 AS READ. "TruSeal" Dura Seai Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O Q U rA zo FRAME RADIUS JOINT FRAME END CORNER Z H M WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS �+ SEALANT: - 2.643 .310 WCNQ 1.281 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED C/)AND PERIMETER OF GLAZING BEAD WITH CLEAR a 1 T— .850'040 tiI SILICONE b .781 TYP 81 L LA.050 �1 TYP, Gr (/} • .808 773 L W 11.509 2 GLAZING STOP PRODUCT REVISED FRAME HEAD/SILL/JAMB (5/16" GLASS) ns complying with the Flaw*Building Ca& • .i. .r 310 Aomplan • V •/�Q • •• • • •• • .040 Z 040 SEE MULUON APPROVALS FOR Expi n ute Q� a • N �o 850 ,250 MULUON TYPE, SIZE AND MAX. t. • "••• • 9 04 •• • 272 DESIGN PRESSURE LIMITATIONS. B •*0•• . • 050 Miami adc Pro uct Control. r 4• •• • 050 I-r ALUMINUM MULLIITN •• • �• � �• • TYP. TYP' 773 (ALUM. 0.078" MIN. THICK) SEE MULUON APPROVALS FOR • •• •• .• . •• MULLION TYPE, SIZE AND MAX. • • .773 L it 12 X 3/4' S.D.S. DESIGN PRESSURE LIMITATIONS. • ••• •• • • •• NOTE: THE LOWER PRESSURES OF FLAT HEAD, PHILLIPS. • • �� THE WINDOW OR MULL SHALL GOVERN ----- AT 12' D.C. MAX, INTERIOR NOTE; THE LOWER PRESSURES OF • 3 GLAZING STOP GLAZING STOP (7/16 GLASS) -----., 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN • ••• • (3/8 & 13/32 GLASS) SHIM • rc • ;. .7� z + '• ' .310 .050 450 INTERIOR 850 1{5 .992 # 12 S.D.S. X 1 1/4' L. •• •. i •• i _¢ L050. .0 2 �• • • YP ` AT 12. G.C. MAX. • 800L NOTE: . , 5 TYP. 684 6 1 ALUM. IN PAINTEDT R�PLATED. O`,�� * INSULATED GLAZING STOP INSULATED GLAZING STOP6 ..•••••••..,� W/ 5/16" LAMINATED GLASS " - - -- -- !I I - - - -- - — - _ 2. METAL STRUCTURES: `(�;'• • C;4', W/ 7/16 LAMINATED GLASS -- - i I! --- ----- - -- - ---- . . .__. . ._..._._. . _. . . . . _. . A) STEEL Fy = 36 KSI MIN. , i�•.,. 050 ---_ _ __ (STEEL 18 GA. MIN. THICK - 0.048") 4u N 0 TYP.�II� -��- r B) ALUMINUM 6063-T5 MIN. � --T (ALUM. 0.078' MIN. THICK) a u7 a i WINDOW FRAME ' side EXTERIOR PERIMETER WINDOW FRAME SEALANT EXTERIOR I I EXTERIOR GRADE-J@E 1 I 466-fesPERIMETER CAULKING I j 8 " I+ r•••••aaa•• '••� I GLAZING STOP (CIRCULAR WDW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL, to 1 48' 33.125' 53.125' INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH (11) NONE CA) 4 MAX. AT FRAME HEAD -� k INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME HEAD a Q CC> FRAHEPJAMBSER AMSEE,SHEET p4) A !MAX.�' `� (A) 4 MAX. AT FRAME HEAD IO 15/16' q (B) NON£ PER FRAME SILL 13 3/4' 1-- O p <B) NONE PER FRAME SILL MAX. O.C. (C) FRAME JAMBS (SEE SHEET\04) A MAX. D.C. 6• O zMAX CC> FRAME JAMBS (SEE SHEET H4) 6, to to CD rq 6•(MAX.-TYP. 0 6' 6• AW(.-TYP. M ALL CORNERS) „ ALL CORNERS , 'lid ALL CORNERS u n 11 u s �y U 4 w H ii 11 II x ii ii .� d to 'Qi w O to 10 1/4' f�==9 = B ii/- l/'i �d (r,` ttt il/ �;i y D ' i+ v Z ii II ' 11 F4 9 3/8 gy MAX. ABOVE 11 r1 o it ii +' 1I 66 �� MAX. ABOVE �� !� A Z >: QQ 11 II N ,t �� 2 a , Fy w> MEETING RAILS II u )i w' 1 10 3/16' D o C O a/ a u u a z z MAX• ABOVE _=_- �1, - tl -X --- _ �'> n n X -- Z y z> MEETING RAILS Max. $1.O. YJidt' ' ''' = Aga t D.L.O. Y1i fh la l i IN* 01111$ 11 1 b O(! 2 iL �. FTi e7a p QI`• A t,t 1 �' N i.1 In tij�,1 6° 11 Y I/�4 W 4 M If 'I t U b 6' NEETD+IG Mbu' v �`'i 'r 13' a ii ii AA»7 aWm n a 3 n h lZy 1.� ` tl tl nf° nurn �> RAIL 3 o f u> I e, >0 1 >n O xo t 6'AT 13 a> I AT Ip, a RAILS a z 6' MEETING 1� _ �� W- 1i= a .+ �+ �3 RAILS I1 a ., `� + 1-a u u t U / if 14 11 F. -- =I • fti lj,t > $ 1/2' - fl - 11 rn E ----- 11 - ./ li rn O 9 7/8' == �- - _R -- x3= a MAX. BELOW " m 10 3/4' " i3 U MAX. BELOW u.` / � .. .-. MEETING RAILS ____ _ _I ___ �, a 1 aT MEETING RAIL �! 1 II a - - ---- E ----- - =_ S= Y { R e ii / 1� f ....LL -----/jt;1./�/ ii 0 � MEL ��1�• �_ 1 IE x0 It / / u _j A W O It 11 1 11 O N It N (z) � II II II tt I � r r� W 6 MAX. MAX. MAX G �! � �t f=7 I (� Ci EXT. L INT. FALSE COLONIAL Miami S S VMag N R MUNTINS ARE APPLIED W/ EXT. $ INT. FALSE COLONIALJ 47A00' 52.125' 5?d25' MUNTINS ARE:W/ SILICONE ANDLIED ARE W/ WINDOW BUCK WIDTH WINDOW BUCK WIDTH E AND AREAVAILABLE AS OPTIONAL ��®�IIg�W BUCK WI DATE Et 0 AVAILABLE AS OPTIONAL. , INCLUDES 8"EQUAL LITE AND ELEVATION UN-EQUAL LITE RADIUS ELEVATION QUAL LIT (� � � 34 RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) ON SfIEET 4 5) (LIMITED TO LOADS ON SHEET 4 OF fi) SERIES---7700 SINGLE HUNG IMPACT WINDOW -- Miff FRAME a w General Notes: •• � 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS saa2s SUBJECT TO COMPLIANCE WITH ALL FEDERAL • •: ••• • • OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (A) 4 MAX AT FRAME HEAD STATE AND CCI INTY RULES AND REGULATIONS + • �,• •••• •• • • SHUTTERS NOT REQUIRED) CB) NONE PER FRAME SILL -« 13 3/4' ( ) <C) FRAME JAMBS (SEE SHEET q4) MAX. O.C. • i� • • 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING A FAX.,' • • •• ` • • RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6, TYPICAL AT _ — --_-- •o • c •• ,J, o •• • OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ALL CORNERS) .J! .1 ' uJ�J� . ..P+ .. �o L. . 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES f Ma D.L.O. Width . # . . ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED = 1148 1l/Iqi _� SEP 02 2015 •: • ON SHEET 4. ' �' I: .11 3 .. :. •• • . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 9 S/&• _____-" - fii=== _ ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND �� MAX ABOVE ~�� d ``' — . '"• . . :• • TO BE REVIEWED BY BUILDING OFFICIAL. v D g �ETD�RAIC it �� x B D � •• 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE. GLAZE LAMINATED GLASS w 0 z 11 B 11 'Lamm A z x m TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE N } I AT �' " a w v •m c. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). v w w 6' MEETING 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. n ' a-+ RAIL.' tk.•, 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. � CFV m rm+ . 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9M1�X. BELOW = 1 m - F tat y ori 1F. — fF"", hi.Y kr< . syy! T .{rat atm MEETING RAIL - j a M '1 �� •�..° +•. /°{t' 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED �� , do ° a (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) it / It, H o e/ si', 1 tt��+ WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, , 1;, 0 C>. R0�?IJCTRBYISED 4 ,� �� ;ed-m SECTION 11.3.3.3. 6 X cem*lnb w11h the Florida ' . tea 1 ; It.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. . oclrmcv ilio c 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI--DADE COUNTY APPROVED �r� b WINDOWS USING AMIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE C � EXT. & INT, FALSE COLONIAL 140 BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MUL. MUNTINS.ARE APPLIED W/ TO THE ENTIRE MULLED SYSTEM. LLON APPROVAL WILL APPLY W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOW BUCK WIDTH 41a'D101 3tttlB l�rro uci 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION i4 /dF �4mb ° 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. p 1/4: TAPCON W/ 1 1/4' #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. ALL WOOD BUCKS ENGINEERED SEPARATELY MIN, EMBEDMENT INTO WOOD, PT. WOOD BUCKS & T❑ BE REVIEWED BY BLDG. OFFICIAL CTYP,) (SEE ELEVATION AT SHEET #i LAtd NAT£D GLASS •:• (SEE ELEVATION AT SHEET #1 24 FOR MAX. FASTENER SPACING) RT WOOD BUCK NOT BY LAWSON IND. FOR MAX FASTENER SPACING) �, �'•� � A 11/81 MIN. MUST SUSTAIN IMP❑SED LOADS 23 SILICONE ADHESIVE .: '='' _'d p p z O D BEDDING COMPOUND so qEUUt: Z I/4' TAPCON W/ 1 1/4' M o0 tQ INTERIOR 7 19 MIN, EMBEDMENT INT❑ CONC. M cn �n .� d d o . a.•. 1 1 4' MIN. :•4 °' (SEE ELEVATION AT SHEET #1 v'-1 a °! U A EMBEDMENT 4= Q Ct' a 4;. e < v. a ,y FOR MAX. FASTENER SPACING) O A V:� 4: _ =c= =ca= = c-- - - - auasa::ac d /\ N .......... _ y lJi. ►O ` z0 z i 1/4' 12 12 1 1/4: MIN. a 2 g W F¢- VMBEDM41 = - - --- - - - - - - -----::_ EMBEDMENT 00 W W W - .. r- - n to :: .. :: :: :: - �:..._.: ., •. ..... ._ 9 ' ' ' ' •: : a EDGE STANCE W m rn •- • •— 1 1/8 MIN, EXTERIOR GRADE � � --_-=- -- ----- • :a . DI M o PERIMETER CAULKING „ 1 °, U' o ! ' SILICONE ADHESIVE EXT, GRADE EXTERIOR :4= 'a` ••'= b. p �+ ! " i i BEDDING COMPOUND CAULK s='�� b EXTERIOR GRADE—/t IV i : ,G;,�, ::a.'`,�•,m U PERIMETER CAULKING z u LAMINATED GLASSWINDOW FRAME WIDTH " 24 1' MIN. #14 S.M.S. W/ 1 1/4' 1' MIN, Q, DG !! E DISTA MIN. EMBEDMENT INTO WOOD: DEE DISTANC WINDOW INSTALLATION NOTES: w INTERIOR (SEE ELEVATION AT SHEET #IU) MEETING FOR MAX. FASTENER SPACING) 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. W � RAILS 18 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE H F EXTERIOR XT.CAUGRADE EXT. GRADE # BY WINDOW INSTALLER (TYP.) I CAULK 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO O 1 1/4' MIN. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EMBEDMENT BY OTHERS (TYPJ h1 p WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR t► MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. •�i�111 SHA •R ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR ' 8 i i 1 17 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., •• • • w •• • 1 } i WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR •� � ••• Q CONC. (REFER TO LOAD TABLES AT SHEET 4 OF S FOR •o o ••• i •• • ' < < QUANTITIES REQUIRED) •`� • 1 U it • � • 4 • 7 fi II � ' F 0 • •� • � • • ii ii t4 ••• • 8 :! 25 ' 1 • o C i ii { 18 i • •� • • •• • 21 o Df • m ` 11 14 ISO 14 � EXTERIOR GRADE 2gggg1:t13PPdfy� PERIMETER CAULKING 21/ 'IIM X. �' wm� a • 0 4• a a•. ;~• Y' 4 a. 4.- )s cxunrlyiuy,with the Florida viit', + 4, lultding Cade 4 . cee�t+mconldo -00 -A' 4o, , •q. 4.- A" n cuer,• .A A' 4 oil EXT. GRADE �t CAUL vilaffil d6YmductCcnuo or>♦ WOBY OD OR 2 BY ltd" €11aI3g�� ll <C ' A 8 #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. 24 i l (SEE ELEVATION AT SHEET #i , 26 y FOR MAX. FASTENER SPACING) A e 23 sl1/4 sP�Ac.•E INTERIOR 6 6 $3g INTERIOR FINISH - p A 1Zy 'SILICONE OPTIUNS'i NOT BY LAWSON INDUSTRIES, INC. CD ._.._.._.._.. DOW CORNING 899 t0 to -------- SCHNEE-1dOREHEAD 5731 ---�-------------------------- 00 U) TREMCO SPECTRUN 225 M 0.600 <'•c: EXT. GRADE BACK BEDDING VI w GLAZING DEPTH TO BE APPLIED BEHIND n O LAMINATED GLASS COMPOSITION - TYPE 2 WINDOW FRAME FLANGE BY C ^ M 2X 2X INSTALLER (TYP.) O q�q ►..¢ a rnm GLASS DSSCRD?TION DBTAO: I AHINATS DRBCRIPTION M O y S 1/8' ANNEALED GLASS �•/e' _- - '_-= SAfLEX/tCEEPSAFE ''�---_____-_ - Z r a 2 0.090' PLASTIC INTERLAYER _ Ism- Z 1.,) O - --- WEATHERPROOF LOCK LATCH AND SWEEP) OPTIONS 3 1/8 ANNEALED GLASS aa4a Br 'SOLUTFA I�EATHRE OOF � 1 � m d W .� p BY OTHERS (TYP. 1 1/4' MIN. __ _ _ _ _ _ 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE 14 LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. — TYPE 3 LAMINATED GLASS COMPOSITION 1 11-4 o rr9K Glass DESCRIPTION DETAIL, IAMDUTR DESCRIPTION 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED 1 FOR USE ON ALL WINDOWS. W a OJD9 ANNEALED GLASS _..___._•-___ By, 'DUPGNT' K{ �Y ids EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. a SENTRYGtAS PLUS >hS+h 2 OA90' PLASTIC INTERLAYER ,�• = -- �,�� <tC<tt14K 3 1/8' ANNEALED GLASS Halo• `!s� >r~£!i f £•-:_, :>�,s. s r,• •3 ? EXT. GRADE PERIMETER FU [ti z .' r '.' CAULKING NOT BY F� 'LAWSON INDUSTRIES', LAMINATED GLASS COMPOSITION — TYPE 4 C 1 JAMB (TYP.) APPLIED BY OTHERS QTA rmGLA9$ DESCRIPTION DETAIL LAH8IATE DESCRIPTION rr�� 1 1/6' ANNEALED GLASS Nor I =____= STUCCO OVER METAL LATH NAILED TO V! rA 2 0.090' PLASTIC INTERLAYER BUTACITE PVB EXTERIOR GRAD PLYWOOD SHEATHING L1 � U2 :_ — _ _::= By, 'DUPONT' TO BE SPECIFIED BY ARCHITECT OR G.C. W 3 1/8' ANNEALED GLASS 1 - n34o' (EXTERIOR FINISH BY OTHERS) H NOT BY LAWSON INDUSTRIES, ING ZO WOOD FRAME INSTALLATION DETAIL N LAMINATED GLASS COMPOSITION — TYPE 5 UJ w w rm GLM DESCRIPTION DETAIL, LAYINA?B DRSCRIPTION ALUMINUM MULLION 1 1/8' HEAT-STRERGHTENED GLASS A L BUTACITE PVB SEE MULLION APPROVALS FOR # 12 X 3/4' S.D.S, SEE MULLION APPROVALS FOR 2 0.090' PLASTIC INTERLAYER ---••- -••-_ By, DUPONT MULLION TYPE, SIZE AND MAX. FLAT HEAD, PHILLIPS. ?BULLION TYPE, SIZE AND MAX. � �• - DESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND DESIGN PRESSURE LIMITAT(ONS. •• • • 3 1/8' HEAT-STRENGHTENED GLASS 1 a3�a 4 (ALUM. 0.078" MIN. THICK) DP TABLES FOR QUANTITY INTERIOR NOTE THE LOWER PRESSURES OF SINGLE ••• H • • •• -_____ AND FASTENER SPACING) 1/4` MAX. HUNG WINDOW OR MULL SHALL GOVERN • • • •� NO1T:: THE LOWER PRESSURES OF SINGLE ! ••••• a • 11 20 HUNG WINDOV! OR MULL SHALL GOVERN SHIM f 12 S.D.S. X 1 1/4" L. INTERIOR •• o1 ;• •• �$� SEE ELEV. FOR SPACING • (L�]L ri --_--___ •b• M •• N \ •• •• -- _- 'SILICONE OPTIONS' _ " _- __ Tim •• •• • • •• DOW CORNING 899 SCHNEE-HOREHEAD 5731 • • 24 �� TREMCO SPECTRUM 2 0.600 NOTE: 8 •8 •• :• 664 •• GLAZING DEPTH 1. ALL STEEL IN CONTACT WITH ••'� is • • C :• •• - _- � ALUM. TO BE PAINTED OR PLATED. -------- - - ------- - 2. METAL STRUCTURES: •• INSULATED LAMINATED GLASS COMPOSITION TYPE 8 A) STEEL : Fy = 38 KSI MIN. or z z m ITIIY Glass DESCRIPTION DETAIL IdINTE DESCRIPTON (STEEL 18 GA. MIN. THICK - 0.048") d m 1 1/8' HEAT-STRENGHTENED GLASS _ _ B) ALUMINUM 6063-TS MIN. , 2 0.090' PLASTIC INTERLAYER PERIMETER 1fINDOtt FRA1tE 3 I/8' FEAT-STDkGNTENED GLASS -_-__-O~_��• B TACI�UNT B EXTERIOR (ALUM. 0.078" MIN. THICK) SEALANT 4 1/4' INSULATED AIR SPACE _ _ EXTERIOR GRADE EXTERIOR — PERIMETER CAULKING 5 1/13' ANNEALED GLASS - 0.31o� FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL, ,; •« 3 °�°� INSULATED LAMINATED GLASS COMPOSITION TYPE 7 o rm GLASS DnCRIPTION LAUDIATE DBSCRWUON Imo, '•u� 04 ' 1 I/8• ANNEALED GLASS __ PROAUCI REVISED Bs complying with the Florida 2 0.090' PLASTIC INTERLAYER vt' SAFtEX PV9 Building y 3 1/8' ANNEALED GLASS --::-—©_= By+ ISOLUTIA' BuildingAcceptimio No O U <Y• r �t,; A 4 1/4' INSULATED AIR SPACE 1/@• 'c r 5 1/8' ANNEALED GLASS I n3lp• '•°;f} "4 MI PIOd11ci Co1►try ''t p s F g as, ;` sr GLAZING DETAILS AND OPTIONS I DESIGN LOAD CAPACITY (PSI+) - VIEW WINDOWS W/ 3H VENTS DESIGN LOAD CAPACITY(PSF)-EQ ALLITEWINDOWS # + /_ Pressures (psf). # +/-Pro=res(psf) WINDOW Jamb Glass Type Glass Type Glass Typea ; WINDOW Jamb Glass Type Glass Type GI ss Type Glass Type Glass Type Glass Type o WIDTH HEIGHT Anchors 4 5 6 WIDTH HEIGHT Anchors 2 3 4 6 a 7 o q 19.125 50.625 60.0 80.0 80.0 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 `o 26.5 50.625 60.0 80.0 80.0 ;; 00 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 M Ey 37 50.625 6 60.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 a rn M w 42. 50.625 60.0 80.0 80.0 4 010 -44z a 48 50.625 60.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 W0 in E- 63.126 .� 53.125 50.625 60.0 80.0 80.0 � �� 48 26 80.0 80.0 60.0 80.0 80.0 80.0 o 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 W 19.125 59 60.0 80.0 80.0 K. 26.5 59 60.0 80.0 80.0 19.125 38.375 80.0 80.0 z 60.0 80.0 80.0 80.0 Z Z° A a $7 59 60.0 80.0 80.0 26.5 38.375 80.0 80. 60.0 80.0 80.0 80.0 in W a 42 59 6 60.0 80.0 80.0 37 38.375 4 80.0 8(y0 60.0 80.0 80.0 80.0 00 :2 °" o 48 59 60.0 80.0 80.0 42 38.375 80.0 .0 60.0 80.0 80.0 80.0 53.125 59 60.0 80.0 80.0 i%!i 48 38.375 80.0 0.0 60.0 80.0 80.0 80.0 0 o 19.125 63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 v b � a 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 43 37 63 6 60.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 C$ co 42 63 60.0 80.0 B 0.0i r j 37 50.625 80.0 80.0 60.0 80.0 80.0 60.0 48 63 60.0 80.0 80.0 /� % 42 50.625 6 80.0 80.0 60.0 80.0 60.0 80.0 Z x 53.125 63 60.0 80.0 80.0 �/ LS 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 1 74.25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 e � 26.5 74.25 60.0 80.0 80.0 8 19.125 59 80.d 80.fl 60.0 80.0 84.0 80.0 Z � 37 74.25 60.0 80.0 80.0 W N ).-q 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 H N to 42 74.25 60.0 80.0 80.0 04 37 59 •80.0 80.0 60.0 80.0 80.0 80.0 �t o 19.125 78 60.0 80.0 80.0 6 O x 26.5 78 8 60.0 80.0 80.0 i%!� 42 59 80.0 80.0 60.0 80.0 80.0 80.0 37 78 60.0 80.0 80.0 48 58 80.0 80.080.0 a 42 78 59.0 1 79.0 79.0 ' 53.125 59 80.0 80.0 - - - 80.0 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY(PSF) - VIEW WINDOWS W(4H VENTS ,. • �l •• •i„/� 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 �t # +/-Pressures(p4 j 37 63 80.0 80.0 60.0 80.0 80.0 80.0 ••••; ••• • WINDOW Jamb Glass Type Glass Type Glass Type 42 63 a 80.0 80.0 60.0 80.0 80.0 80.0 •� •• �• •� •; WIDTH HEIGHT Anchors 4 ' 6 6 - - - •w o . a • 48 63 80.0 80.0 \ •• •• 15.125 59 60.0 80.0 $Q,Q 53.125 63 80.0 80.0 - - - 80.0 . .. �; : . 26.5 59 60.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 • •9 •• o • •• 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 " '. •. 0 �;• •• 37 59 60.0 80.0 80.0 jlii .. 6 r/.!i 37 74.25 8 80.0 80.0 - - - 80.0 _ 42 59 60.0 80.0 80.0 42 74.25 80.0 80.0 - - - 80.0 3re •: '. 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 s •� •• 'a •• 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 - - - 80.0 ..78 0*9 . '• 19.125 63 60.0 80.0 80.0 r ' j 19.125 1 78 80.0 80.0 60.0 80.0 80.0 80.0 .. z x m 26.5 63 60.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 a 37 78 8 80.0 80.0 - - - 80.0 37 63 6 60.0 80.0 80.0 42 78 79.0 79.o - - - " 7s.0 42 63 60.0 80.0 80.0 48 78 71.0 •71.0 - - - 71.0 48 63 60.0 80.0 80.0 APPROVED 53.125 63 60.0 80.0 80.0 CONFIGURATIONS 15.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE 4 26.5 74.25 60.0 80.0 80.0 8 60 37 74.25 .0 80.0 80.0 i/ f/r,� �ji/ �� ,• `:: r/.: ROTiLICf Rf3VfSCs1) complying with the Flo" 42 74.25 60.0 80.0 80.0 uitdtOg code as 53.125 74.25 60.0 80.0 80.0 n� 19.125 78 60.0 80.0 80.0 �,,(i 26.5 78 60.0 i � i � �:'EI\� 3�'-=-"... � '� i •S _ :; 8 80.0 80.0 Miami llade product CoMrol'� 37 7860.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS -- EQUAL LITE a • FRAAE HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 $' 4 O1.094 I ITEM # PART # REQD, DESCRIPTION REMARKS �i O 1 FRAME TOP CORNERo A 1 L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM o p z g. --.062 t 2 L--7802 1 FIN FRAME SILL 6063-T6 ALUMINUM M y A g90 062 i 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM M to U apq a � 2.2es 4 L-7704 1 FRAME FIXED MEETING RAI 6063-T6 ALUMINUM `n o 4 v a W o •844 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM o q c L504 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 3 L.` M # iv 7 L-7707 2 VENT JAMB (SIDE> RAIL 6063-T6 ALUMINUM � z 8 L-7708 AS REQ'D, GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM Q w = q 4 ( 8063—T6 AmuniU![ ) 8oe9—T8RL FRAIAE HEAD 9 FS-006 AS REQ'D, FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPSpq c FRAME SILL FRAME JAMB 10 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL, �+ o L-7702 L-7703(0083-T*Awsawn>1) 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 (ggg3_gglypl� ) 3 1.z50� FRAME JAMB 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' W A 13 PWS-005 AS REQD, FIN SEAL WEATHERSTRIP .187x.350' 0 Z 1.441 14 PWS-009 AS REQD. FIN SEAL WEATHERSTRIP ,187x.310' rU z 2.437 15 HC-024-1 2 SELF ADHESIVE PILE PAD i/4' X 11/2' H x 16 L-7711 AS REQD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM •17 L-4204 AS REQD. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM ( o z 2.643 � 1 soo 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) Hyy v] 19 L-7725 2 RIGID VINYL SASH STOP {2 X FRAME) ob2 -, Ogq .u0SL- 062 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM a I 2.713 ( 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 71fi 9 23 mc AS REQD. GLAZING SILICONE SEE GLAZING @ SHT. 3 1"z, 1.VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL FRAME SILL 24 3K 2 Lominated Glass SEE GLAZING DETAILS •• • L-7705 •• • • ' • {8063—T8 ALUle1NUM L-770Bm3 Te Aunflmi s ) L-7707 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON ... . •• • •� •; O O O ( em—Ts ALUI1RIUf1) FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON • 27 2 FRAME SILL FOAM GASKET SELF ADHESIVE �� . •� �� -�-1.375 { � 3 28 HC-026-1 1 SCREEN FRAME & MESH •.� N 000 �• • i •} • • •• -. 29 L-7730 1 PRODUCT LABEL • •• �E �• 062-- 2000 �, VENT TOP CORNER 30 .� .. .. 2 062 .062 1.165 9 062 31 SM-5504 AS REQD, JOINT SEALANT SM-5504 0 *04 '•o a • 32 AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL a N ••�•� z .. 00 VENT JAMB RNL d m r7i.235- L VENT TOP RAO. VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD rc L-7530 L-770L-7711 O L-x}204 .} .062 (8083-16 AW111NU11 ) ( Bgg3_gg kwumm ) ( 6083-16 AW111NUId z,R'h. a` •''.a+�"� i PRODUCT RF3VISDD j�� `� t 050 050 83 COAtplylag WIUt the Florida et} 13 vim? eDa BujBialin2 ode �'r"iQ .�, ; ,, 0 1.013 .391 q AccNo ��J• z _� , ` VENT 130Ti0M RkIL L_U VENT BOTTOM CORNER773 773By .698 �-- 466 diado Produce COn1fu1'' $�• °° <.i ;� FRAME & SASH CORNER DETAILS {8083-Ta Ammum k A JAM A Al A Al General Notes: a a 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o A // \ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT r7 \ IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) ► 00 ` .) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING • M U 2 o RESISTS THE SUPERIMPOSED LOADS 1N ACCORDANCE WITH THE REQUIREMENT t^ o A a o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o F •• 2 ., 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 3 z v (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z w o q U' $ $1 B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND Ln x TO.BE REVIEWED BY BUILDING OFFICIAL. fY+ W W XO 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES o NOTE:1REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE N Z 2� FOR VERTICAL CROSS—SECTION DETAILS "A, At. B, & B1" REFER TO SHEET �f3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. o A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. ►►,, 8.) SEE SHEET 9 FOR GLASS TYPES. H z 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. o* O w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE ' COX" WINDOWS. e a \\ // 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. C/� p o 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. H a x a \\` N% '//-' 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE E\\ D // E 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED CO (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS b & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER U) B $1 24 SECTION 11.3.3.3. A ` I 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. • H • • •• . . 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED •• • XOX -Equal Lite (1 f 3-1/3-1/3) WINDOWS USING A MIAMI—DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT •• 9% NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY To THE ••� o 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. ' • •• •• •• . 2 FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B. & Hl" REFER TO SHEET #3 16.) ALL, METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE •as •04 m• `l . • 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D & E" REFER TO SHEET #6 • •4 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. . •� ••• `� a too;.." bode, L •L • Miami Shores Village Y � •• • APPROVED ®Y DATE •$ :• ZONING DEPT RLDG DEPT a ;I IR,IFCT TO COMPLIANCE WITH ALL FEDERAL 13 61 ;TnTF ANT)Cot INTY RULES AND REGULATIONS ,SEP 02 2015 '�i� trsi ��4. , sa XOX - Un—Equal Lite (1/4-1f2-1/4) d I'' NOTES: Me ccy 22REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. pRol)UCTREVISED FORVERTICAL CROSS-SECTION DETAILS "A, Al. B, & Bl" REFER TO SHEET #3 as contiplyipg wide the Flosydn � Y 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 PuitdiugCode .-. 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. �lcceptancoldo _ � •� � ."� * ,r�r�� } SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW �• s ' ' '' BY. APPROVED ELEVATIONS y -- r� ice,..._. ��3�orrx::•�,.;.. •hiaiWr)a&P—ivductControl TEST UNIT SIZE: 111" X 63" plc 65 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74" X 83" 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS* (A) 10 AT FRAME HEAD 73 INTERIOR FRAME WIDTH Irl TWO ADDITIONAL ANCHORS (A) 8 AT FRAbI£ HEAR TWO ADDITIONAL ANCHORS ai O ` (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS O FOR UNITS WITH DP ABOVE (B) 6 AT EA. FRAISE SILL A +�R 7aPSF <4ITTOTALIBOYE G A (B) 10 AT EA. FRAME SILL A Al `/ +/- 70PSF (4 TO g, (8 AT FRAME SILL IF DP ABOVE 70.0) A Al 40 (14 AT FRAME SILL IF DP ABOVE 70.0) ►o t+' a v2' 14' o0o � 0.7 1 11 375' (C) ti AT EA. FRAME JAMB 4. O c 'S t� o C 5 AT EA. FRAME JAMB , $," 4' ^) ^ M ( ) C. , (MAX. Q.C.) , *SEE GENERAL NOTE 3 & 4. QAAX. O.C.) •SEE GENERAL NOTE #3 & #4. , , (gyp ' 5'All COWJAERS) , 5, (iyPICAL AT Qp O I 1 - A�.4 CORNERS) m p A �. mat D.L.O Widt Max��D.L.O. �dth '� 1'• 1J. t ~ = 24 3 8 `3+ 24 3 $� Moi D.L.O. Idihto 0 ip = 13 1/4 D.C. , 4 33 4 , , 13 1/4' D.C. Z W d bt Cw7 x (0 --F---—i -t0 L-j_ 'V`„ r ;1 Ii Off l7 h �1 1� Owl O 0 Z Ln X X CL In 0 tl -ii-- fl / 1/4' U.C. Wcri / II ===yr= `-�tc===11 1/4' O.C. p ad Ai DI D w W // J ,`_ __- ;1 13 I/4' O.C. Im w / _ �==9 13 1/4' O.C. �t lJ F ;t t; O JI W _ Q -'T------�t F••t ,moi M N > ,i it tU V > II ,---1� �ID L., M - z 110 t 13 1/4' D.C. �a 13 1/4' O.C. B B 1 �A `N a 0 s' s• W (K x ANCHOR NOTESt ' t flj EXT & INT FALSE COLONIAL ANCHOR NDTESt i. SAME ANCHOR SPACING AT HEAD & SILL SS pp pp IE Est O E 2. TWO ADDITIONAL ANCHORS REQUIRED W SILICn ANDLARe W/ 1. SAME ANCHOR SPACING AT HEAD & SFL� EXT. &'INpTR. FALSE COLONIAL ['t C� 2. TWO ADDITIONAL ANCHORS REQUIRED �I,UNTI LI ONE p�V_66 E W/ O AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. �/ SD C N D AT MEETING RAILS FOR UNITS WITH DP ABOVE +7�SF / - 75PSF (4 TOTAL) AVAILABLE AS OPTIONAL. ,t �� DP ABOVE +/- 70PSf (4 TOTAL) XOX WINDOW EQUAL LITE A 'XO WINDOW EQUAL LITE �VERTFCAL CROSS-SECTION DETAILS 'A, At, H, & B3' A7 SHEET #3 „ fj 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & £' AT SHEET #5 NOTES, OX REVERSED 1� TEST UNIT SIZE: 111" X 63" 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, A1, B, !& Bl' AT SHEET #3 H •• • INSTALLATION FASTENERS >K 111' OVERALL FRAME WIDTH 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 H •• �' • • (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH • • • (14 AT FRAME HEAD IF DP ABOVEA70.0) TWO ADDITIONAL ANCHORS • ' • {B) 10 AT EA. FRAME SILL REQUIRED AT MEETING RAILS •• •• •••.$ y •• •• A FOR UNITS WITH DP ABOVE SERIES-8700 HORIZONTAL SLIDING WINDOW (14 AT FRAME SILL IF DP AliOVE �—•��,g +/- 70PSF <4 TOTAL) 5 •• •ti •o • •• (C) 5 AT EA. FRAME JAMB t(IAAX.7 C-4i •4,}._ 12' —J , i (ARAX. O.C.) •• • , • *SEE GENERAL NOTE #3 & #4. 1 1 FLANGE FRAME ELEVATIONS - L.M.I. .4" •: ' •• AT w •• aha.CORNERS) g • • •• • Max. D.L.O. Yfid Ma'. D.L.O. '1adth . •iS • = 24 3/8', ; 33 1 1( I • m * � • • •• • n 'i ii- • •� •• • •• • lil W co h tj � o � • • wwW • _ t E // ==_`t =� --- n /� 13 1/4' D.C. ® jx til- IX JOLLI o ==` a ;x // ��--- I 13 1/4I . O.C. •7 �tt�\ lkttltill7 N L� j> J�' Ig8 t0 I� O __i ====_ � __ X V �9TE� •bY'•s.«}Y ZY�+•`j.s; 13 1/4' D.C. oo f ",• +�.:, ?,r ' . fir' 5' ANCHOR NOTESt t , , PRODUCTR:I?VISESD v _ j- ANCHOR SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE ac cumplyinb with the Florldlt .. . APPLIED W/SILICONE AND ARE AVAILABLE Building Codc 14 — 2. TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. AcceptmtceNo '1 f�.') ABOVE+70PSF FOR 75HPSF C4ITmjw TOTAL) "XOX" WINDOW — UN—EQUAL LITE n177-- ¢lttc _ ;$1 a. NOTESI , � ' 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, At, B, & BI' AT SHEET #3 5_ ^ - P. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 •Aiaalll a 0 Product Control r`•> A 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S'M,S, W/ 1 1/4' MIN, EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1, ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 to) 4 FOR MAX, FASTENER SPACING) & TO BE REVIEWED BY BLDG, OFFICIAL (TYR) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) c 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. (o INDUSTRIES) MUST SUSTAIN LOADS IMPOSED t �•� �Y fY t° A W 44 EDGE DISTANCE BY THE GLAZING SYSTEM �•��= Y M 00 A 1 14' MIN, •.v :a €;ti: i=. o to O 4m 0 in F4 A EMBEDMENT d til o a o� 4 2Xpq 3 O Iia. M V MIN. EDGE DMTANCE J Z 6t: ••t�p y� � V V1 O EXTERIOR GRADE 12 i 1/4' MAX ' ! 1/a' 't:'y.' ! SHIM SPACE _�•'� 2X (hS1N. EMBED-) O PERIMETER CAULKING '-:>+' TVP• Ad t` CTYPJ , }d '�` Eq 15 , " ti' © ca �1 It EXT, GRADE PERIMETER 1/4' MAX. � !' it CAULKING NOT BY SHIM SPACE � c�'J ,! ! 6 'LAWSON INDUSTRIES', a TO BE APPLIED BY OTHERS CTYP.) r '1 4' CTYPJ ii It dJHIt it y f U CLEAR SILICONE ADHESIVE EXTERIOR - !- ,! ,! !, !, ;; BEDDING COMPOUND _17it ;; 'i !, ii !, INTERIOR x to 34 z = EXTERIOR INTERIOR ! ! ! ! A ' ii '� Y , ;� !! ii !! ;! '! �+ ..• U¢ 1 �! � LAMINATED GLASS ALTERNATE DETAIL ! !i !4 �! !� ~ • � ; i! I! 33It W !i !i • • • •$ • w WOOD FRAME INSTALLATION DETAIL •• •• • . .. • Q ti 14 li �� i. 4 it i. II • •i • o \ p !! !i !` '! !i !! ii • ••• • o WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. • • " • • •• i 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE � ; ,Lo • 28 !' •sop** BY WINDOW INSTALLER (TYP,) •t` SILL RISER - OPTIONAL • • o t t j r •t •• • 13 APPLIED WITH SILICONE R. THE EXPOSED EXT. PERIMETER OF THE WINDOW Fl�'A#1E TO a 064641: SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK • • , • i ( 2 I SHEETS #4, #5, & 416, BY OTHERS (TYP.) " • • x (� WHEN THE GAP BETWEEN THE WINDOW F1iAltIE ARID THE BUCK OR � 26 26 10 32 13 i MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 9 B 1 - 13 I I ANCHORS NOTE ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR t®g5��6PSs) EXTERIOR GRADE :.; : : EXT. GRADE 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC„ ` {� t3 ;' PERIMETER CAULKING ::+:': t: ::: : :; WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD DR °�Cj °'"'°"•: is CAULK CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) b 4 •" y >: d A 1/4' MAX] ^ a 4 SHIM SPACE o' f v.. ^ ;__:»r` v a• 4 SHIM SPACE .51 v a. . 4• ��i ''•t;�;. ��'� a v. . ry"s'. : '.,:.° a <TaY•P.> ,4 e (TYP.)4 -1 1/4' MIN. •1 1/4' MIN. EMBEDMENT EMBEDMENT ;� fiz3ry♦ e 4_a,...:ti_ :y ad d `�' v I _ .a 4 ;•`.:�rti4 'Qa- n4 d • �4 � - ' PBR'ODUCATi=VISID A. as complying widt41w_F-4 lodda 4 a J Accepttucvlmlo a d . rr oroEDGE DISTANC Building Cod �~ By OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX' o1�y'�t Ivli 1 RAd�3 E s-od!ict Con!rol A I ALL WOOD BUCKS ENGINEERED SEPARATELY � TO BE REVIEWED BY BLDG. OFFICIAL (TYR) 2X WOOD BUCKS BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON 0 INDUSTRIES) ' STEIN LOADS IMPOSED 1:4 BY THE GLAZING SYSTEM Z INTERIOR FINISH q (BY OTHERS) 00 1 to tnq to E- PT. WOOD BUCKS W < 01 rb 21 23 LAMINATED GLASS moll) 0 A. 1/4' MAX. SILICONE ADHESIVE 0) 1/4' MAX #14 S.M.S. W/ 1 1/4' J-SHIM SPACE BEDDING COMPOUND (TYP.) SHIM SPACE MIN, EMBEDMENT INTO WOOD, (TYP.) INTERIOR z Q .H 0 0 (SEE ELEVATION AT SHEET #2 17 34 3 U-) W 7 x FOR MAX, FASTENER SPACING) RX 00 M CL 1/4' TAPCON W 1 1/4' c 3 1 1/4' MIN. MIN. EMBEDMENT INTO CONC. EM X15 t£NT (SEE ELEVATION AT SHEET #2 Z L- 0 Ix FOR MAX, FASTENER SPACING) 0 I' MIN. --- ------- EDGE 60 DISTANCE 1 1/4- MIN. H z ........................ EMBEDMENT 17 8 0b4 --- ----------------=- ------------------ ..A - I - ------------ W9 ----------- 1 1/8' MIN, OEXTERIOR WALL FINISH ------ --- --------- EDGE DISTANCE LA C C) 114 xi Z BY OTHERS (TYP.) .0, 105. 4 EXTERIOR19 14 z- J.- rA chi EXT. GRADE ca CAULK rJ3 STUCCO OVER METAL LATH NAILED To A EXTERIOR GRADE PLYWOOD SHEATHING EXT, GRADE PERIMETER 0 TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY 13THERS) 'LAWSON INDUSTRIES0, NOT BY LAWSON INDUSTRIES, INC. M BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH -----------......................... 74' MAX. WINDOW FRAME FLANGE WIDTH 4- 02 "10" WINDOW EQUAL LITE Ji M : "OX- REVERSED V • 0 • 6A9 b, *0 00 • cd • 0 00 • 30 31 WINDOW INSTALLATION NOTES: :1. g% a 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. • • 0 8 8 le�li GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 0 Ck! • BY WINDOW INSTALLER (TYR) • 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK l BY OTHERS (TYP.) • • ese 22 21 0 0 0 WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-, SHIMS ARE NOT REQUIRED. ANCHQRS NOTE, ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR N cl LOCK .(LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., Idn. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD ORK Z 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCf RBVISBD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 0.4 complying e with dw Florida A 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED nuildingCod FOR USE ON ALL WINDOWS. AcxcomcoNo- 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. riv— 1-t:- viiani ]ade Product Control fff DESIGN LOAD CAPA CITY(PSF)- OX or XO WINDOWS # # +/-Pressures (pst) WINDOW Jamb H &S Glass Type"A" *2 Glass Type "13 *2 Glass Type "C" (*2) Glass T e "D" (*2) Glass T pe"F' (* 3) Glass T pe"F"(* 3) $ A WIDTH HEIGHT Anchors Anchors + psf -psf + psf - psf +psf - psf +psf -psf + psf -psf + psf -psf w w A z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0o to E-1 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 a A ¢�, a m 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0i o o x .472 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z ,- w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 -1 Z a 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � a o 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z a 36 1 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z s 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �+ z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 9 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ��'1 N o a a 36 1 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H W 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0N C4 oo 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 (� C a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - CO 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a • 37 1 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 A x 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W d 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80:0 80.0 80.0 80.0 •• a a . 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 q 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ' d 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 •r °' C 0 :06 • .. . 74 50.625 5 8 65.0 65.0 65.0' 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 .g •a .. . .. 26.5 58 5 4 '65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 •� • z • .� 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.08 • 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 .�, . .. 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 . . 37 63 1 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �t�Nt>3rhaEea€f 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - lul kL Nates * • 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. :u Complying wifil11two 31er 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW udingCode 4��urnnc�I�o L RISER OPTIONAL (WINDOWS WITH GLASS TYPES A, B. C, & D ) F� tg• 0 �� }� APPLIED WITH SILICONE 3.) SELL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP �� // \\� � _ •e FOR DP ABOVE +70.0 PSF o .* .> 1; y (WINDOWS WITH GLASS TYPES -E. & F') AND +80.0 DP MAX. //: •.�� 3Y ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON /� ��' �uflrnficul�I'ioc(� atr <+80.0 DP MAXJ •., 'a- - a.eoe° WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4= 4.) WINDOWS WITH GLASS TYPES A, C, OR G INSTALLED ABOVE 30FT. �:�d�e& IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. A DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-E ual Lite 1/4-1/2-1/4 +/-Pressures s FRAME,S.IZE #Jamb # H & S Glass Type "B" * 2 G lass Type "C" * 2 Glass Type "D" * 2 Glass Type"E" * 3 Glass T e "F" * 3 G lass Type "C" * 2 0 0 WIDTH HEIGHT. Anchors Anchors + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf + sf - sf �, q ^ 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 `° ' E 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 "M' U M 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 �" A cr o 96 24 3 10 80.Q 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00► o M " 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 W 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z z o 00 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 00 = z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 w 0 rn 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 d 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 g 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 a 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 a 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U p 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 H 60 1 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 72 60 5 7 - - 5 2.0 52.0 65.0 75 A 65.0 75.0 52.0 52.0 65.0 75.0 0) o a 84 60 5 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W w 0 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C4 0 NO 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 CO a 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Q 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 74 1 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �1 H 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4- 0 •• 79.5 1 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " % R ' 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 „ ,• •, ; 106.25 38.375 4 1 1 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .g . 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 0 :t 'a z • 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 0 ' • 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �%�°` ° t�RanucTRF ° 'z a;Comislyingwld+thoFlorida °�` G ,` •' �� `�. BuldingCod - �• s (t ' * Acceptancvt�o t� r; Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. , lis D � 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C. & D") i/� i/� i//, ' -� yiarnl�3adsFcGdtciCon� 20 S LL RISER - OPTIONAL ^: 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. �� i� I I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON ; 2 (+80.0 DP MAX,) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) d��8si 4.) WINDOWS WITH GLASS TYPES A, C. OR G INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-Equal Lite A .. ..._._..__.__-.,__.,.._..,______,.....__...__......-_......_..-... ._ ...... DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Equal Lite (113-1/3-113) +/- Pressures(psf) o 0 , FRAME $fZE #Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) Q WIDTH .; HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf M 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M H m 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a° a <4w 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '03 ,00 3o na 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z >z o 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Aco 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a , o 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 old 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 7 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H H F O 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c Ul x 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W w x � 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a b o z 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Hco r 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A 74 26 1 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ •;; ;• • 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •' •••• •• '• •• •N M r 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •+� u ••• o •• • 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ; f • d ;•• y ; . . . 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 0 L •• • 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 • Co- 79.5 • • e • 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 &• •• ' •• • •s • 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 PRODUCTRBVIBBI? a3 carvIylag%vuh tho FleYw ° .,,rr.y�e,s♦p 3" '.+•...,..i' Notes �` : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. AcceptanceNo 3. do =.•.` L'. ilon Date 2.) STANDARD SILL. USED ON WINDOWS WITH +70.0 DP AND BELOWH (WINDOWS WITH GLASS TYPES "A, B, C, & D") s' �'"' S L ISER - OPTID AL2Q I L R N 3.) SILL WITH RISER ADAPTER ARE FOR WINAOWS ABOVE +70.0 DPAPPLIED WITH SILICONE(WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. � �% I I FOR DP ABOVE +70,0 PSF �• _� ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL. ON ; 2 1 (+80.0 DP MAX.) - WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) lL======U ,8-� **1 1 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. � � ��pt�ttt� eetik � �7 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL. BE TEMPERED. -Egunt Ute A • it 19 ALUI4INUM MULLION # 12 X 3/4' S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS o 33 FLAT HEAD, PHILLIPS, Cn SEE MULLION APPROVALS FOR � 34 (SEE ELEVATION AT SHEET �2 ITEM � PART � REQD. DESCRIPTION REMARKS ai A MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND C 'SILICONE OPTIONS•, DESIGN PRESSURE LIMITATIONS. --____ OP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM p --__= - 1MV CORNING 899 (ALUM. 0.07$ MIN. THICK) ---- er, r. Yar SCHNEE-HOREHEAD 5731 2 L-8701 I. FRAME SILL 6063-T6 ALUMINUM TRENCO SPECTRUM 2 �t j 01 E-t 0.600'—(T- 3 L-7701 1 FRAME FXD. JAMB 6063--T6 ALUMINUM t o GLAZING DEPTH NOTE: THE LOWER'PRESSURES OF N7 tb U + THE WINDOW OR MULL SHALL GOVERN INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM V) o P.4wa LAMINATED GLASS COMPOSITION - TYPE B S 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM rm GLASS DESCWTION 01 DBTAM L&KENATE DESCRWnON _ _ _ C:t C) to _ r 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 1 1/8' ANNEALED GLASS LJi M SAFLEX/KEEPSAFE -- - - --_- �S fIt 2 0090' PLASTIC IN { _ __ -.-_� �� SOLurIA 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM Z 3 1/8' ANNEALED GLASS assn• t 8 L-7706 1 VENT JAMB LATCH RAIL. 6063-T6 ALUMINUM z LAMINATED GLASS COMPOSITION -- TYPE D 9 L-8702 1 FRAME SILL TRACK 6063-TS ALUMINUM N W x _.___ ___. 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM ITSII ALAS$DBSCRDPTiON DSYADL 1AY1NATx DBSCRD'IION _._.__._._._ _. Q 1 1/8' HEAT-STRENGHTENED GLASS _-_ _._ - , ---------------- 11 L-7708 AS REQD. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM ;_:_._. _ BUTACITE PVB - --- 2 0,090' PLASTIC INTERLAYERByr 'DUPONT' 12 FS-006 AS REQ'D, FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 3 1/s• HEAT-srR£NGHr£NED GLASS 1 asslr EXTERIOR GRADE--/ VANDOW FRAISE 13 FS--040 AS REQD. INSTALLATION SCREWS #14 SMS F.H./PHIL. Q PERIMETER CAULKING `�` g A LAMINATED GLASS COMPOSITION - TYPE E EXTERIOR 14 L-7531 AS REQD. VINYL BULB 1/4' AIA. BULB #3033 Z TIEM cuss DsscRmTloN DBTAIL rBs;-:rUCT S DBSCRtt'rrtoN 15 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .230' h 1 1/8• HEAT-srRE11cHT£NEB GLAss _ _ _ _ FRAME MULLING DETAIL , r� >s EPSAFE 16 PWS-005 AS REQ D. FIN SEAL WEATHERSTRIP .187 w x .350 h A's2 0.090' PLASTIC INTERLAYER - IA' . • H ►��. zs 3 1/8' HEAT-STRENGHTENED GLASS I � • as,r 17 PWS-009 AS REQ D. FIN SEAL WEATHERSTRIP .187 w x .310 h pr 18 L- 11 S RE 77 A REQID. GLAZING HEAD ( INSULATED) 6063-TS ALUMINUM LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS FORfx MULLION TYPE, SIZE AND MAX. 19 PWS-001 AS REQD. PILE @GLAZING BEAD .187' w x .150' h TLBI[ OLL53 DffiCRD?TION DSfAIL Lt1tQtATE p);3CRIP74oN DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQD, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 1 L8' ANNEALED GLASS NOTE: THE LOWER PRESSURES OF BUTACITE PVB 2 0.090' PLASTIC 1NT£RLAYER -- -=-�= B 'DUPONT' THE WINDOW OR MULL SH21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUI4INUM ALL GOVERN �..� 3 1/8' ANNEALED GLASS 1 - assr1/4- MAX. 12 S.D.S. X 1 1/4" L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON N � SHIM (SEE ELEVATION AT SHEET 12 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL ' OD i9 18 ,S. INTERIOR FOR MAX. FASTENER SPACING) 24 1K 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM tCf) -s 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 i/4 P.H./PHIL. a •• s+ 26.1 HC-044-1 2 WEEP FLAP & BAFFLE w x . � 34 -_- - ................. 'SILICONE OPTIONS'. 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L, • •••• • • - DOWE-14 G 899 SCINEE-HOREHEAB 5731 27 HC-040-1 2 SASH ROLLER & HOUSING x •� • •i •$ so 33 TRENCO SPECTRUM 20.600' -- t 28 HC-026-1 1 SCREEN FRAME & MESH x • •GLAZING DEPTHINSULATED LAMINATED GLASS COMPOSITION TYPE A 29 0 1 ATTACHMENT SCREW a CLIP #8 X 5/8' S.D.S. •� ••• �0cuss DUMU:'MN DSfA1L LswNAIR DHSCR"ON 1SZ_ 30 HC-058-i 2 VENT SWEEP LATCH MOLDED NYLON d U. ••- I : •1 1/8'ANNEALED GLASS _ 31 HC-059-1 2 VENT SWEEP LATCH D1E CAST METALAsheet •fr' •.2 •• �° o 2 0.090• PLASTIC INTERLAYER Q v4• SAFLEX PVB PERDaETER WIN001'1 FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM • • s • • 3 V8' ANNEALED GLASS By, 'SOLUTIA' SEALANT 1. ALL STEEL IN CONTACT WITH 1;, •w • 4 1/4' INSULATED AIR SPACE 1 y0' : - EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 x 2 LAMINATED GLASS See Details a L,H. of L • � o5 v8' ANNEALED GLASS (-) - r 2. METAL STRUCTURES: 34 w AS REQD. GLAZING SILICONE See Details 8 LH, of � • 4- V ' •• • A) STEEL Fy - 36 KSI MDV. • • • • . j STEEL 18 GA. MIN. THICK - 0.048" 35 OPTIONAL AS REQD, COLONIAL FALSE MUNTIN ALUMINUM o w INSULATED LAMINATED GLASS COMPOSITION TYPE C ( ) • • • �q Z H • •z x B) ALUMINUM : 6063-TS MW. 36 SM--5504 AS REQD. JOINT SEALANT Irt I > y ITEM GLASS DESCRIPTION DEAD• LAIDIIATE DESCRIPTION . . °i 3 (ALUM. 0.078" MIN. THICK) 1 1/6' ANNEALED GLASS 37 AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL a ,j _ _ t 2 0.090' PLASTIC INTERLAYER - --_ "4' PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL 3 1/8' ANNEALED GLASS --_-_ -- By+ 'DUPONT' 4 1/4 INSULATED AIR SPACE im 5 1/8' ANNEALED GLASS GU I I&V010mv a�T188I1tT81Id INSULATED LAMINATED GLASS COMPOSITION TYPE G TTE11 GLUE pSSCRDmw DETAIL LAMINATE DBSCRWTION W e M r e aya 6i•; 1 1/8'HEAT-STRENGHTENED GLASS 2 0.090'PLASTIC INTERLAYER - Q �/�• PVB 44 0 3 1/e' HEAT-STRENGHTENED GLASS jqr -____ _= Byi -DUPONT- 4 1/4• INSULATED AIR SPACE 1�` __ _ 5 1/8' ANNEALED GLASS (-) I !,• -a3w PRODUCT g wilt O D 2 rC , �t1 �0 �•..YM1 .' as conlplying�vigllhD 1 lvrisla Building COdc (s) WINDOWS WITH GLASS TYPES 'A, C, DR G• INSTALLED ABOVE 3OFT. Accsptnncvl00_ , IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. AvmptanevIJD �' ,,•' , ; , t GLAZING DETAILS AND OPTIONS Mian . oIt10 IC1�1n1TD �, A FRAME HEAD FRAME FIXED JAMB SILL TRACK FRAME JAMB L-7703 1—L250—1 L-7701 L-8702 to 0 QO ,093 FRAME TOP CORNS C 0 \ o o ,750 to .062 \` co h o I ►- M U w 1.285 Vl 0 0 CS -:4 o a 4m U')2.643 .844 $ ti M ~' SILL RETAINING CLIP 1 `� 462 I L-8705 '2 z w 8651 1 ERWE HEAD O W = Q a VENT TOP RAIL q14 M d r-7 FRAMs= JAMB � c FRAME SILL FRAME VENT JAMB L-8701 L-8703 L4b6A62 i m ya � a 8400 U I --� .754 -- F' ai ai i FRAME BOTTOM CORNER '� ''� VENT TOP CORNER fRA1:sE MEEf1Mc siAIL I-s � O 2374 VENT SPRING LATCH `\ cn L CY N .062 --- �--.062 L-7539 rReu��\ - S w ' q 8643 YSNL JAMS RAIL .� H 04x ffpp V � VENT LOCK RAIL U1 M 2b55 A 698 4 •• • N • • �-.750-�-� • •• s • •• • VENT INTERLOCK RAIL FIXED MEETING RAIL • �a •' ' • • L-7705 L-7704 VENT TOP/BOTTOM RAIL j �••� • L--7707 j j '• .0 •' o• 6 FRAME SILL / MEE �ITING RAIL : •• w ,� ; . :i 2 0 T�IS?TTOM RAIL �i. . .. . 062 rz 2462 2. 85 L37S VENT BOTTOM CORNER12 • ` . •• 076 y •• • • d • •� • •• WWW � 1,504 � Z N ••• �. '� 062 '.165 FRAME & SASH CORNER ASSEMBLY DETAILS ¢ 1475_l VENT JAMB RAIL SILL ANCHOR CLIP L-7706 SILL RISER ��ttalrrr>� L-8830 GLAZING BEAD ADAPTER 8OOL--7711 L-8706 Q, 4a�� 4,..• � f�a GLAZING BEAD + •. 32 L-7708 18 20 rn LL '•. 1B5 11 S00 z,,, 4` C 494 O , �+"�i C.} �,,� �'•'" rw•, 2400 1 f.E': uw; rp•.�' �0 �w .i •m 1.450 .WVO —.062 .oso � '0S0fd ASO1�so PROi3UCT RIiVI5Ep as complying%Nidi 11w I�lorlda 2.794-1Bonding Codc { � Accepimice lho L'•�irtdior�Dni � _�� PV��°e®� ��A��11111 L235 .773 —.773-1 ---,—.050 -� o $¢�xgQ4tr41O, d Aisnil Dodo Pindil Control-, q