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WS-15-2237 E Pere 23` Miami Shores Village v Peltxt�! i Amntl�olNS� 10050 N.E.2nd Avenue NE M Miami Shores,FL 33138-0000 - ,� peftrut ofs � { �t3 fi Phone: (305)795-2204 ; u+ ! 110 Expiration: 0310 2016 Project Address Parcel Number Applicant 149 NE 105 Street 1121360050130 ZURDDO CORPORATION Miami Shores, FL Block: Lot: Owner Information Address Phone Celi ZURDDO CORPORATION 12921 S CALUSA Drive (786)231-5339 MIAMI FL 33186- 12921 S CALUSA Drive MIAMI FL 33186- Contractor(s) Phone Cell Phone Valuation: $ 12,000.00 JA GLOBAL SERVICE GROUP (786)236-6545 Total Sq Feet: 0 Type of Work:EXTERIOR WINDOWS AND DOORS,AS PER Available Inspections: No of Openings:20 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Structural EJE Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-9-15-56926 DBPR Fee $4.50 09/10/2015 Check* 105 $417.20 $0.00 DCA Fee $4.50 Education Surcharge $2.40 Permit Fee $300.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $417.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut ore,I authorize the tractor to do the work stated. September 10,2015 Aut zed Signature:Owner / Applicant / Contractor / Agent Date Builth g Department Copy September 10,2015 1 Miami Shores Village j SEP 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 iJ INSPECTION LINE PHONE NUMBER:(305)762-4949 �T+4 FBC 20 ! BUILDING Master Permit No. i c-L - i PERMIT APPLICATION Sub Permit N4) �— BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l� IV 1O 5�QP-�,t City: Miami Shores County: Miami Dade Zip: --),S 3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: /('�C�, OWNER:Name(Fee Simple Titleholder): Z �� -b ( Phone#:]D"2��" h�g Address: I2-Q2j S. CAl�sj� IJ6 b2 City: �l"\ .kV\/\, t State: L Zip: .33(aco Tenant/Lessee Name: Phone#: r Email: ( / CONTRACTOR:Company Name: JP" \,U �\ `tel Phone#: 1222-2,-1f Address• �p"l Ina !�) k) � l� y City: A'(?-AAA o-'K2- State: Zip: so�)02T Qualifier Name: W—��. �I-1(�f��A Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: ® WC i Phone#: 1, � ion Address: o i>L sc�A-E City: State:'174, Zip:_ Sa)20 Value of Work for this Permit:$ j 2 I C,L�O Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ,� Repair/Replace ❑ Demolition Description of Work: ©Q- W '1�" �S L? 4Kai- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT C NTRACTOR The foregoing instrument was acknowledged before me this The foregoing istruma was acknowledged before me this C)�- day of �'��rc(� 20 1� by U 2 da of p�'E M BSE 20 )1 t3 by N( � 5 7'C4E ,whoi�ss personally known to �QS� A(�y Q`�A who is personally known to me or who has produced 1 LDZge U as me or who has produced —QQZ. 1�1. (\( as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: Sign Print: Print: Seal: :0�0 °"Ao. Notary Public State of Florida Seal: ME State of Florida Sindia Alvarez e my commission FF 156750 rez�A Expires 0910312018ion FF 156750 OF /2018� APPROVED BY J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RUBEN JUAN PUJOL PZ i ARCHITECT, P. A. A. I.A. AR#0010458 NACA PHONE: 305 232-2155 MAILING ADDRESS: CELL- 305 968-2155 P. 0. B 0 X 771628 FAX: 305 253-7258 MIAMI, FLORIDA 33177 EMAIL- SPUJOL4337#AOLCOM 12237 S.W. 204TH TERRACE MIAMI, FLORIDA 33177-5652 AS-BUILT CERTIFICATE April 21,2016 TO: Miami Shores Village Building Department ATT: Any building official to whom it may concern Property Location: 149 NE 105 St. Miami Shores, FL 33138 Master Permit Number: RC-4-15-867 Sub-Permit Number: WS-9-15-2237 Gentlemen: In reference to the project located on the address shown above, I have visited the site and based on a destructive test, a visual inspection and a rational analysis of the structure I hereby attest that to the best of my knowledge and professional judgment,the existing(1)single hung window,(1)casement window and (1) horizontal rolling window were installed as per approved NOA's (Notice of Acceptance) No. 14-0908.10, 14-0908.20, 14-0908.14 respectively; and according to the approved plans. Based on a visual inspection of the existing windows, it was found that wood screws were used with approximately 1-1/4" embedment into the pressure treated wood buck. It was found that the screws spacing was done according to the Notice of Acceptance numbers shown above for each type of window. It was found that 2x4 pressure treated wood bucks were used on the installation of each window attached to concrete with 1/4"dia.tapcons concrete fasteners with approximately 1-1/4"embedment into masonry. It was found that the concrete fasteners spacing was done according to the Notice of Acceptance numbers shown above for each type of window. The existing windows are structurally sound and in compliance with the Florida Building Code 2014, 5d'edition and according to the approved plans. Thank you in advance for your help in this process. If you require any additional information, please contact me at my office. Sincerely, OF Ft o h%t WAROe J. 01 P AR0010458 1 458 �111g0 • ,.;`t�,� RR D°AR'f' KO -TT,Z SES 2 2015 MIAMi•DADE MIAMI--DADECOUNTY AF PRODUCT CONTROL SECTION 17 DEPARTMENT OF REGULATORY AND ECONOMIC 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.mlamiaAae.eovreconomY Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA. is being issued under the applicable rl l ons g " ming 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 Rgl&.g Flange ® Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision"B., dated 08/141j14.prepar d.... by manufacturer,and signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami Lade GouaW Product .• Control Revision stamp with the Notice of Acceptance number and Expiration*e*by the•11�ianii--Dade..:. County Product Control Section. •••••• • . • W MISSILE IMPACT RATING:Large and Small Missile Impact.Resistant ••:::• •00.•.•.•.• ... • j .... . . W LABELING: Each unit shall bear a permanent label with the manufacturer's•ftax�or lofoj aiDr, state,:..• oC w0 and following statement: "Miami Dade County Product Control Approved',ntnless othemvise noted•••• Oherein. •. cc RENEWAL of this NOA shall be considered after a renewal application has been fijed and;dicta has bei n• 0- no change in the applicable building code negatively affecting the performance oi'thiS ptoduc :000% TERMINATION of this NOA will occur after the expiration date or if there has been a revisfan,ar change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page I 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.14-490$,74 Mi,atyi'oavacout�nr (,p Expiration Date: April 11,2017 JL4 Approval Date: November 13,2014 Page 1 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted tender previous NOA No. 11-0705.10) 2. Drawing No. L87004901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas 3, Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 114 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBG TAS 202-94 along with marked-up drawings and installation diagram of 8..specimens of an aluminum horizontal sliding window, XOX (lf4,.a12, 174-•and 1A•.:. 1/3, 1/3) configuration, prepared by Hurricane Engineering•& Testing,.ft, Test •• Reports No.'s HETI-10 3047, HETI=10 3053, HETI-1Q-*J f 91, REETP 14 31.3'C1; HETI-10 3223 and HET-10-3225, dated 03/23/11, signed apd.,jealed by.Cgndido ?•••• Font,P.E. (Submitted under previoupN&A No.•1141705.14...• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20:1-9# ;•. •. ••••• 2) Cyclic Wind Pressure Loading per FBC,T``AS 70394• 0• '•'0 along with marked--up drawings and installation diagram of airaluminl}m 1lorizonjq1••;• sliding window, XOX (1/4, 112, 1/4 and 1/3, 1/3, 1/3):con igurat:d$,"Prepared by Hurricane Engineering & Testing, Inc., Test Reports •No.as HFfTI;40 30,$,0••• HETI-10-30491, dated 11/09/10, HETI 1Q 3050, HETI-110'3052% HETI-10-3056, HETI-10-31319 HETI-10-3224 and HETI10 3226, dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Sella; P.-E. (Submitted underprevious NOA No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2817 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,.Loading per FBC TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202--94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2033, HETI-08 2034, HETI-08-2035, HETI 08-2036, HETI-08-2037, HETI-08 2038, HETI-08 2116A and HET148 2116B, dated 02/28/08, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0746.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 alongwith marked—up drawings and installation dia of 8 s eei* •en$ of an p g grafi p �:.. ...... aluminum horizontal sliding window, XO configuration, 13wehi8d by. F=estration .• Testing Laboratory, Inc., Test Reports No.'s FTL -3097, F7FL-PW8 ad-ML-3364.-% dated 12/06/01, 12/11/01 and 01/28/02, all signed and leftll' by LuiS Anto*•..; Figueredo,P.E. (Subinitted undo;nopt No-0 W27.Op. C. CALCULATIONS •• •• •• •••••• 1. Anchor verification calculations and structural analysis:•Co tiplying with FBC, •; prepared by Lawson Industries,Inc.,dated 05/28/09, revised on 01/10 efd.xf dated bV 01/25/12,signed and sealed by Thomas J. Sotos,P.E. •..• 000 ;••••; (Submitted under previous NOA No. 12-012 7.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 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(CONTMUED) 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 FRC 5"' Edition (2014), issued by manufacturer, dated 09/02114,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-30491, HETI 10 3050, HETI-10 3051, HETI- 10 305211, HETI-10 3053, HETI-10-3056, HETI 10 3057, HETI 10 3130, HETI10-3131, HETI-10 3223, HETI-10 3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., &te4 11/0%jy;a3/23/ • 1106 and 04/25/11,signed and sealed by Candido F.Font,P.E. '..• : . .. .• (Submitted under previous NOA No. 11-0705.10) ...... O.L.• ...... 6. Laboratory compliance letter for Test Report No. HETPT®3251, 'issued b.V ..; Hurricane Engineering & Testing, Inc., dated 04/25/11, sign 9ii sealeKFyRafael ••• E. Droz-Sed.a,P.E. (Submitted under previous XQ4 No.l.l.0705.Yp,�;..• 7. Laboratory compliance letter for Test Reports No.'s HE&Pt- W 2031,WTI-D&-- 2034, HETI 08 2035, HET148 2036, HETI-08-2037,7=-08-2038, HETI •. 08-2116A and HETI-08211611, issued by Hurricane End}neejing &.'-Testfig, Ind, '• dated 01/15/08 through 02/28/08,all signed and sealed by Cd tlo;F,Font,F.J3. ;••••; (Submitted under previous NOA No. 09-0706.05) • 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL--3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminium Horizontal Sliding Window - LM.l.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon,V.E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 G--3 A 1 A Al General Notes: a s 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY W17H THE c REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT rq IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) L 2.) WOOD BUCKS SHAH.BE INSTALLED AND ANCHORED SO THAT THE BUILDING 'S RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTSOF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 0 L'z D /� E E �\ D \�' C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON —tom ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER -t/ (D.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. Z o q t7 8 61 B 61 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE N W= ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND co 2 TO.BE REVIEWED BY BUILDING OFFICIAL. n 00 NOTE: ox XO 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES t7 01 TABULATED HEREIN (SEE SHEETs #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE c 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 2; FOR VERTICAL CROSS-SECTION DETAILS"A,Al.B,&BS"REFER TO SHEET 03 N a z 3) FOR HORIZONTAL CROSS-SECTION DETAILS`C,D.&E`REFER TO SHEET 04 8.)WINDOWS WITH GLASS TYPES "A, C. OR G"INSTALLED ABOVE SOFT. `6 4) REFER TO SHEET 0 OF 10 FOR DESMON LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 0 A Al 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. ��... 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX"WINDOWS. ap 0 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. TTT o 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "X0X" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.)EXT. &INT.FARE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED q CD (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS & NOTES)WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER B 24 SECTION SECTION 3 I6.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SBEET#6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES& OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED XOX -Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE I)REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. R 2) FOR VERTICAL CR093-3EC'TION DETAILS 6,Al,H.&HI"RSFER TO SHEET 13 18.) ALL METAL/STEEL.IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE \ 3 FOR HORIZONTAL CROSS-SECTION DETAILS"D.&E'REFER TO SHEET 06 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 Al a o E •• ••• • • ••• e • ••• E� D • • • • • • B 61 • ..............Missi.]Eil ••• ••i ••i ••• •• %C- ".,,s A- 0 XOX Un-Equal Lite (1/4-1/2-1/4) i NOTES: • ••• 00: • •e • � 1}REFER TO 9HEE9'2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • • • • • • • • PRODUCTRHV{SED u:•,._ " 2 FOR VERTICAL CROSS-SECTION DETAILS`A,Al.B,&Bl"REFER TO SHEET #3 • • • • • •• • • a9OOnlplTioSwithftFlodde 9 FOR HORIZONTAL CROSS-SECTION DETAILS `D,&B`REFER TO SHEET 06 •• • • • • • • • • • • Amp C140 �C7•�� • •• • • • • • • • • ncoapumcONO 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-•8700 HORIZONTAL SLIDING IMPACT WINDOW ••• • • • • • APPROVED APPROVED ELEVATIONS By A sa piv&t11cco oi� sr``°" �'• Fi ••• • • • • ••• • • • • • • • • • :0 :• • • •• •• • • • •• •• 000 0 0 0 000 0 0 ti TEST UNIT SIZE: ill'X 83° * 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74'E 83' 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8'INTERIOR FRAME WIDTH INSTALLATION FASTENERS• 73'INTERIOR FRAME WIDTH yPC (A)30 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)8 AT FRAME BEAD TWo ADDRIMN A1xINORs a Y (L4 AT FRAME}LEAD IF DP ABOVE 70.0) REWIRED AT MEETIMS RADS (8 AT FRAME HEAD ff DP ABOVB 70A ASF T rn N'QA>ARES Q (B) 10 AT EA.FRAME SILL A Al FOR UNITS WITH DP ABOVE (B}8 AT EA.FRAME SILL ♦/-70M(4 TOTAL) B' (8 AT FRAME SOL,IF DP ABOVE 70.0) A Al (14 AT FRAME SILL IF DP ABOVE 70.0) 1' 11 (C)6 AT EA.FRAME JAMB s 4 Ire 4• 14. 5• so 6!! �I f on (C)8 AT EA.FRAME JAMB 7a 4' Oyyl'3T8--� •SEE GENERAL NOTE®3&04. t+ •0 (IVJC as M I-. •SEE GENERAL NOTE p3&#4. t AT g'L COPNERS) •BRHfRs) 0 'C Fi N In J �'! O.L.O.313 IL" In Ira =24 3 8 2 3 13 V4.O.C. Z O O G z wx W ; � _ / �, /� Asa �e o E _ I q // i/,•ax / tt = ` ''uvea v4.0.0 c ' - E `y/ � c j-p -_a______a_' �� _ ___# fl 13 V4.OG O p � _ 13 V4'QG T ` J a. I o 13 1/4. 14 I IL Q4 0 ANCHOR NOTES 1 ANCIi�i NOTESI O ^M L SAME ANCHOR SPACIM AT HEAD 6 SILL INT / L SAME ANCHOR SPACING AT HEAD&SILL AL EI O R TWO ADDITIONAL ANCHERS REQUIRED g P_TWO ADDITIONAL ANCHORS REQUIRED 'm CSG AT HEETING RADS FOR IDNITS V1TH AYAD L. L. I DP ABOVE•70PSF/-73PSF(4 TOTAL) AT MEETIl RADS FOR(DOTS WITH NNpp77EEgg�� "MC WINDOW EQUAL LITE DP ABOVE♦/-7oPSF C4 01 AU Fais'vERTICAL CROSS-SECTION DETAILS'A,Al,B,&B1'AT SHEET @3 WIN U IT a SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,&E'AT SHEET 83 NOIL$ 0 REVERSED ) y. TEST UNIT SIZE: III"X 83' L SEE VERTICAL CROSS-SECTIOM DETAILS'A,Al,S,&B1'AT SHEET 03 f1 INSTALLATION FASTENERS )k 111'OVERALL.FRAME WIDTH P.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,&E'AT SHEET 04 (A)f0 AT FRAME HEAD 110'INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0 TWO ADDITIONAL ANCHORS (e) 10 AT EA.FRAME 31Id REWIRED AT HEETMG RADS A Al ;;R�( 4ITH� E SERIES-8700 HORIZONTAL SLIDING >�ITINDOW (14 AT FRAME SILL IF DP ABOVE 70.0) 'TV OT. 8 AT EA.FRAME JAMB ,C,jI Vit (yam 0�,) *SEE GENERAL NOTE#3&#4. 1:1 —r. AT FLANGE FRAME ELEVATIONS — L.M.I. LO.L.Q. 8d h 4 m 24 3/8'� ' �i� ,• 13 1/4'QG yh 13 V4' p E TSL 690 4 •//' 4 �i • • •� • • {y4t1fIt11IlI/IJ' � _: • •� • • ,syr 13 V4'OC • • .a - r • • PRODUCfRHY1SHD ANCHOR NOTES; • • • • • •• • • �oODtplytn6 w1011h0 F1011da '•O J:. L SAME ANCHOR SPACMG AT HEAD&SILL • � • • • BDR�Dg CORD O ,�(_ .�'y) L)- e.TWO ADDITIONAL ANCHORS REWIRED AT •• • • •• ••• A pi o�gm ��Kl ✓� r NEETING RAILS FUR UNITS WITH DP ABOVE.7WSF/-7WSF(4 TOTAL> "XOX" WINDOW — ISN—EQUAL 1.SEE CROSS-SECTI M DETAILS'A,Al,B,&BI'AT SHEET#3 2,SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,&E'AT SHEET 93 vliaDIZ080 Pm uM ConUoi'� La ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 000 • • 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' r MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 L ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR GC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. a 0 0 1 1/8' MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED a Fi p EDGE DISTANCE BY THE GLAZING SYSTEM .'a+'r'' °•. p .04 + •rl.yi 1, G z w 1 1)4' MIN. :.° :b - y:. �" ° ;.�.:�- t•.a.a. ' AEMBED G. o m ;• :?• a: ° ° d. p .4d m .xk-i 2X s: M W o °' 4.- I,':{. � r 1' MIN. ;LL 0 z F +-1'Y.`.` ;; .;: �• r EDGE 'ANCE .,u ZZ° EXTERIOR GRADE--/ 12 SHIM SPACE ':ri{ 2X (k4N•EMBE0.) PERIMETER CAULKING :'^t w M'' O (TYPJ :,\u `�'• p: p ----------------- EXT.GRADE PERIMETER �•1J4'ryHAX. ts l tTl / CAULKING NOT BY SHIM SPACE Q' O LAWSON INDUSTRIES', (TYPJ TO BE APPLIED BY OTHERS O (TYPJ ! d q� O CLEAR SILICONE ADHESIVE EXTERIOR ! (� F BEDDING COMPOUND A 1 INTERIOR 34 i = EXTERIOR INTERIORig 61 ' i ALTERNATE DETAIL z x¢ I {i LAMINATED GLASS I ' 33 {Ik' APPLIED WOOD FRAME INSTALLATION DETAIWINDOW INSTALLATION NOTES•L THE WINDOW FRAME FLANGE TO HE BACK-BEDDED W/AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGEBY WINDOW INSTALLER(TYPJRISER - SILIONAL WITH SILICONE 2. T� EXPOSED EXT.PERIMETER� THE WINDOW FRAME TOP CHARTS ONBE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 S #4, #5,& #6. BY OTHERS (TYPJ 2•WHEN TOB GAP DMEEN THE WINDOW FRAME AND THE BUCK OR6 � 2810 32 MASONRY IS LESS THAN 1/8",SHIMS ARE NOT REQUIRED. 13 ) - g B 1 -' • • • • 3 ANCHORS NOTE: i ......:':a::.i:i.: • • • • ::a{::r::::•:F:::•;:'r• ANCHORS TO BE #12 SMS OR WD SCREWS INTO WOOD, OR �palunal,.: EXTERIOR GRADE :•::.r;••:.::.::- EXT.GRADL• :: ::R' : 1/4' TAPCONS or APPROVED COW- FASTENERS INTO CONG, �� p 7�y PERIMETER CAULKING CAULK • • • ' WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ��°J • •• CENIC. <REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) fl' 'd A •-' a 7/4'MAX SHIM SPAC N a 4. SHIM SPACE ,1 s d d °' 4• N . •:::a1 f ° •.. 4: °, CTYPd `. :.f,' :a r '�I A d.. <TYP.) :•., .;.. 1 1/4' MDd 1 L/4' MIN -' ti3;: . . . ..' EMBEDMENT ti •• ••♦ BMBE MENTO• A,• + „°♦ •A•a ••,,,.•• •, " :•A •. PRODUCTRRVISBD . )ky..Q e,4 d .° •u -I .'4. :�.t.:�•e� ••d a�:O• • t•tl • • osownplytngivOUtUwFlorida }e: Building OD& +�`-'Q' .� ' - e d:° '+i,', •#1 • 1/8'1AI�f,• tl i • • BA,esePhwX=Q'i, No ,�JrDGE DISTANC L INSTALLATION DETAIL AT "XO or OX1l A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � I 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL <TYR) yy BY OTHERS (TYPJ 2. WOOD BUCK AND FRAMING (NOT BY LAWSON a O INDUSTRIES) MUST SUSTAIN LOADS IMPOSED c A BY THE GLAZING SYSTEM A INTERIOR FINISH to x (BY OTHERS) ap to to o M [� '.>•<;.,'�.,, >.:ae,:>^, .PT. WOOD BUCKS �n c mtb 23 LAMINATED GLASS ° T C q E F MAx 33 SILICONE ADHESIVE 1/4'MAX #14 S.M S. W/ 1 1/4' StaR ACE BEDDING COMPOUND SHIM SPACE d Z a MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 2X 7 17 34 INTERIOR 3 (TYP•) a' El z oz. .' FOR MAX. FASTENER SPACING) 5 27 1/4' TAPCON W/ 1 1/4' 1 1/4' MIN. MIN. EMBEDMENT INTO CONC. c EM NT __ _ ---- ------ (SEE ELEVATION AT SHEET #2 . FOR MAX. FASTENER SPACING) " o 14 —_—. _ = -- - 12 ix d 1' MIN. EDGE '.d DISTANCE 16 S 1/4' 17 8 11 1MI _---..---__._.-- -•-.---_.__._.___. EMBEDMENT a 0 vj ------- ----------- --------- - � EDGE DISTANCE EXTERIOR WALL FINISH W a x A BY OTHERS (TYP.) p o 4 EXTERIOR 18 18 11 i.p-� ice. E EXT.CAULK GRADE `. y .ate (/�� STUCCO OVER METAL LATH NALEb TD D *'•:.\w^c-i^;'?»� /� '�'i EXTERIOR GRADE PLYVOOD SHEATHING EXT.GRAPE PERIMETER q•*+'�' .p`..--•:•� M yy TO BE SPECIFIED BY ARCHITECT DR G.C. CAULKING NOT BY is (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES,INC. TO BE APPLIED BY OTHERS 73' MAX. (TYPJ WINDOW FRAME BUCK WIDTH .._.__._._.__._---._._.__._-----------------------_ v � 74' MAX. $j} WINDOW FRAM FLANGE WIDTH g \ "XO" WINDOW EQUAL LITE ( "OX- REVERSED ) co 30 31 8 WINDOW INSTALLATION NOTES $ L THE WIND13W FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. 2 z m 8 8 GRAVE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE ' b '- BY WINDOW INSTALLER(TYPJ a 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK BY OTHERS•giYPfl•• • • • • • •• 22 21 • • • • • • • • • •WHEN THR OAP BETMEN 7lif WWDOIN FFAW AND THE BUCK OR g MASONRY IS ftrTHAI i/e",!Ht!!B edtE 1t9P•RE@UIRED. ,`,ea�T*Ntrtra�pJr,,rB ANCHORS NOTE: ' - OR LOCK (LATCH AND SWEEP) OPTIONS 141 TTASPCONS orTO BE #12 APPMROVED CONC.OR WD. FASTENERS IWS INTO NTO COKC., N ° WITH • NI •Of 1 if44PENEWRATION ININ WOW OR "F;? 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (RXER 0 LOAD TJ&E,C F* QU4LTIES:01JIRED) PROINXTRBYiBBD a LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. eacoaWl* wtowo lllow Mtlft ? 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED • •• • • • • • • • • R"D�0$ Q 1 • Cj• (, '°° FOR USE ON ALL WINDOWS. 009 • • • • • Accepmacallo_ �,' 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. D� GY 't ss/dee>eea.ps4"� 6 diems T>ada ProdnoU control / A • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGNLOAD CAPACITY(PS -OX orXO WINDOWS # # +/-Pressures( o x WINDOW Jamb H&S I Glass T "A' E?]7r E?] Glass Type"B" *2 Glass T "C" *2 Glass T "D" *2 Glass Type"E' *3 Glass T a WIDTH HEIGHT Anchors Anchors + f - f + f - sf + sf - f + - of + sf - sf + sf - f 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 M 00 o 0 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 a v w 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 q o 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 a, 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0z rA 0 1 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 Z;" "Zo a o 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 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 y a 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 U 60 48 1 4 6 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Hc 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N g 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c o 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x 48 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 p 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 u a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 00J 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 �1 I+ x 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 ' 74 26 3 6 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 a S 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 80.08 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 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 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 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 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 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 1 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 1 .65.0 • • • • 70.0 0.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 %.0 • • • 70.0 70.0 80.0 80.0 80.0 80.0 aa�►*+rl+rr:„rr 53.125 63 1 6 6 65.0 65.0 65.0a • 0 • • 90.® • 70.0 70.0 80.0 80.0 80.0 80.0 'y ,;•••a?3a��' '. 74 63 1 6 8 65.0 65.0 65.0 65.0 6530 0. - - - - - Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS. as o*mplpinB Mdi oFI 2. sTANDARD SILT.USED ON WINDOWS WITH +70.0 DP AND BELOW eingCodc .G� • ••• ••• • •• • 4ccepMWON10 Lc RISER - OPTIONAL (WINDOWS WITH GLASS TYPES A, B, C, & D-) • • • • • • n 3.) SBL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE t70A DP ••• • • / i •• '- APPLIED WITH +70.1 NE { J �\ FOR DP ABOVE +70.0 PSF ) 4: (WINDOWS WITH GLASS TYPES `Is, & F) AND +80.0 DP MAX. • •• •��i `�j' i i ��` ��ipPt (+80.0 DP MAX.) 5 +� ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SBL ON ••• • • • • • i j 7 WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) �e"",root 4.) WINDOWS WITH GLASS TYPES A, C, OR G"INSTALLED ABOVE SOFT. 6 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 9E E9 q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PS -XOX WINDOWS with Un-Equal Lite 1/4.1/2-1/4 +/-Pressures s pL FRAME SIZE I #Jamb #H&S GlassTy "B" (*2L. G lass T e"C" (_;_257) Glass Type"D" *2 Glass T e"E" *3 Glass T e"F" *3 G lass T e"G" *2 o WIDTH EI HGHT Anchors Anchors +[)sf -psf +psf I -psf I +psf I -p sf I +psf I -psf I +psf I -psf I +psf I -psf a 60 24 3 7 80.0 1 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M o y 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a U 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 0 d o 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 2 108 24 3 1 0. 8 .0 0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 6 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 o c z z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o 0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 c 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 8 - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 pa 60 60 5 7 - 52.0 5 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0. 65.0 75.0 o 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a x 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , co 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 1% 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 75.05 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 fall l 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 111 26 3 ii 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 • 2. 65.0 75.0 52.0 52.0 65.0 75.0 111 63 1 5 11 - - 52.0 52.0 • • 5. :1 M.Ot 1 65.0 1 75.0 52.0 52.0 1 65.0 • • • MtODUCTR apt •°• •• ••• •• aseompipiogwthilwNwwo 0*.•'`� .,1, DuOdingCada No �•...:.: Notes * 1.) SES SHEET 9 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS. Aaep iqr - r�-1i7 •• 6' p r� 2.) STANDARD SELL USED ON WINDOWS WITH +70.0 DP AND BELOW (WIIID-) \ fj DOW9 WITH GLASS TYPES "A H. C. & ••• •i• • j • •• �� Mi ttoPco%to con 20 S LL RISER - IPTI INAL ; *z 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DPL• • • • •• • • > l APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES -E, &F) AND +80.0 DP MAX1 N FOR DP AMVE +70.0 PSF •• • • • �• • • • • i <. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD &SILL ON • •• • • • • • o • I 2 (+90.0 DP MAX.) .4''••....• WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 103•• • • • • t� ��\ i ,,��'its itie;s 4J IN THE HVHZ, THE I.G. EXTERIwrrH GLUM TYPES ORLITE SOR G'INSTALLED ABOVE OFT. ITE SHALL BE TEMPERED. XOX - Un-FAT1191 Lite • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-1/3-113) +/ Pressures lest) .� 0 -" FRAME SIZE #Jamb #H&S Glass Type"B" ( 2) Glass Type"C" ( 2) Glass Type D (*2) Glass Type'E (+�3) Glass Type F'( 3) Glass Type"G" (*2) 11 WIDTH HEIGHT Anchors Anchors +psf -psf I +pe{ -psf +psf -psf +psf .psf +PSI .psf +p� -psf 14) 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 In E- 1, 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 .92- d °i' 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 °i M gg 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 a o d A 72 36 3 9 70.0 1 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 b o z 84 36 3 9 1 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 2 it o 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o c 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 ar 0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Vl c 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 a S 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 o 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 q 53.125 83 5iz 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 I a 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j MC 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 }� 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 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 alla 74 63 5 9 - - 52.0 . 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Y 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 m 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 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 ••524• 65.0• • 45.0•• 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0• • • • 65.0 75.0 52.0 52.0 65.0 75.0 til;ttitiiltltJ, PRGDUCrRRVM Ban 41wo •• ••• •• • � •• os wmPlYl�SoONthePlorida ''�•,.••... .. Notes I.) SES SHEET 8 FOR GLAZDOG TYPES,DETAILS &SILICONE OPTIONS. \ / u�?p!,�NO 2.) STANDARD SIL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A, B,C, &D-) • ••• ••• x\\ •ai\\ �� Sy \ SILL RISER - OPTRINAL t y a.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • • • 1��. �`• /�" vt�anil�?atbPro art I X20 APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, &F)AND +80.0 DP MAX • • • • 1�\ • • /� 1 I FOR DP ABOVE +70.0 PSF x J ' • • • • • • • • ADDITIONAL ANCHORS REQUIRED AT FRAME BEAD & SILL ON • •• • • • • I 2 I 080.0 DP MAX.) WINDOWS WITH DP ABOVE 70-0. EATION AT SHEET 2 OF 101 4.)WINDOWS WITH GLASS TYPES -A.(SEE C ORG"INSTALLED ABOVE OFT •• • • • `�\`� ,��ttr fest O��c IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX K"Ate q ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • IT #12 x 3/4'S.B.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS � 3 19 ALUMINUM MULLION FLAT HEAD,PHILLIPS Vt�j p Y SEE MULLIONTYPE, APPROVALS FOR (SEE ELEVATION AT SHEET/2 ITEM 0 PART# REQD. DESCRIPTION REMAETI9 K DESIGN TYPE,SIZE AND MIAIt. C FOR MAIL FASTENER UANTIG AND -_ - •S1LDbFE�TDDIS', DESKIN PRESSIIITE LDUTADONS. OP TABLES FOR Ql1ANitTYJ 1 L-7703 1 FRAM HEAD 6063-T6 ALUMINUM �G q SCCIEE-tD1REHEAD 6731 (ALUM.0.078"MIN.THICK) ----- 2 L-8701 1 FRAME SILL 6063-76 ALUMINUM �_go to 0.600• TREKW SPECTRUM 2 3 L-7701 1 FRAME FXII JAMB 6063-T6 ALUMINUM {�, 01 y w MAZIRG DEPTH NOTE:THE LOWER'PRESSURES OF 1� �T THE WINDOW OR MULL SHALL GOVERN INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 AtIRAINIM1 LAMINATED GLASS COMPOSITION-TYPE B c tO o 5 L-7705 I VENT METING RAIL 6063-T6 ALUMINUM 1T'®[ DIi8.9 DBSCR@'ITON DBTAIM W@1A76 Ol O 1 I/8'ANNEALED GLASS = 6 L-7707 1 VENT 7OP/8<7TTOM RAIL. 6063-T6 ALUMINUM 2 10AW PLASTIC INTERLAYER _ _�� B)^saf<ESKE crj 7 L-3703 1 FRAM VENT JAMB 6063-T6 ALUMINUM D GL 3 1/8'ANNEALED - aa�v --j 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM Q z° LAMINATBD GLASS COMPOSITION-TYPED 9 L-8702 1 * FRAME SILL TRACK 6063-T5 ALUMINUM nz. .. EOOa eLLA DX2t3t)PD G DIRAd 1LMINAtN IRD>L'�'EIDN 4 10 L-8705 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM yy t 1/8'tEAT-STRDMHTENED MASS - = --------------- 11 L-7708 AS REQ'A GLAZING EEAD(3/8' ) 6063-T5 ALUMINUM 6irBUfAC[TE PVB ttt�� 9130 LNTERLAmt _ _._ Dy,•Dufm4T• - -- 12 FS-066 AS REQ'L FRAME ASSEMBLY SCREWS 118 X 3/4' P.H.PHILLIPS F 3 L8'HEAT-STRENGHTENED GLASS ns�r EXTERIOR GRADE WINOOW FRAME t3 FS-040 AS REGA INSTALLATION SCREWS_ #14 SNS F.H./PHIL. A LAMINATED GLASS COMPOSITION-TYPE E PERIMETER CAULKING EXTERIOR 14 L-7531 AS REWD. VINYL BULB L4' DIA.BULB#3033 OG x ITRM DraBa D>recRm't[ON DIRAD. IAMNNA'IR D i70N 15 PWS-003 AS REWD. FIN SEAL WEATHERSTRIP .187'w x.230'h 1 1/D'HEAT-STRENGHTV"GLASS _ _ FRAME MULLING DETAIL, 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'w x.350'h __ SAFLE%/IEEPSASE 2 OAA PLASTIC INTERLAYER ---_- Dy,.�DTIA. 17 PVS-009 AS REWL FIN SEAL WEATHERSTRIP .187'w x.310'h b 3 LD'FEAT-STRENW(TENED GLASS asa• at _ 18 L-7711 AS REQ'D. GLAZING BEAD(INSULATED) 6063-T5 ALUMINUM LAMINATED GLASS COMPOSITION-TYPE P SEE MULLION APPROVALS FOR 19 PWS-001 AS REO'D. PILE @ GLAZING BEAD ,187' w x.TSO'h rreN OLa89 D>iBCR1PT[�I WWAIZI IAIONATB D1BIP7DDN MUWON TYPE,SIZE AND MAX. a'iDESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONALVB'ANKMED GLASS NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMIINUM W OD90'PLASTIC D{TMAYER g 'DPIIT• THE WWOOW OR MULL SHALL GOVERN HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON3 1/2'ANNEALED GLASS - 1/4'MAX. 12 SD.S X 1 1/4'L. eR .4 SHIM (SEE ELEW010K AT SHEET#2 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL INTERIOR FOR wx.FASTENER SPA=G) 18 18 - 24 r 2 SILL/JAMB JOINT GASKET 1/16'CLOSED CELL FOAM DO 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4'P.H./PHD., 26,1 HC-044-1 2 VEEP FLAP&BAFFLE ■ '31L=w iwTDRLC, 26.2 HC- I X VEEP OPEN CELL FOAM PAD L2'X t/2'X 2'u WV CORNING 899 27 HC-040-I 2 SASH ROLLER&HOUSING ■ SGDEE-HUREF1EAD 5731 ffi V SPECTRIDF 2 28 HC-026-1 I SCREEN FRAME&MSH r $ INSULATED LAMINATED GLASS COMPOSITION TYPE A 29 • 1 ATTACHMENT SCREW 0 CLIP #8 X 5/8' S.D.S. d{ y 11DW GLASS MISCRIPMN DOW= I&MMIR DBSC&PTION 2NC, 30 HC-058-1 2 VENT SWEEP tATCH NmDED NYLON -$ I Ls'ANNEALED GLASS _ ____ 1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL w �3 2 0='PLASTIC INTERLAYER .-® ,vt• SA ILEX PVB PERIMETER VANDOW FRAME NOTE: 32 L-8830 X Anchor FRAM SILL ANCHOR CLIP 6063-T5 ALUMDQDI DEPTH 3 V8'ANNEALFM GLASS - =- — Br'SMUTIA' SEALANT 1.ALL STEEL IN CONTACT WITH 4 L4'INSULATED AIR SPACE y�J� EXTERIOR ALUM.TO BE PAINTED OR PIATED. 33 • 2 LAMINATED GLASS See Detags B L.H.of sheet 9 5 tAr ANJEALED GLASS 00 2.METAL STRUCTURES: 34 ■ AS REQ'R GLAZING SILICONE See DetDls 0 LA of sheet 9 $ S A)STEEL:Fy 36 KSI MIN. OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM Ri INSULATED LAMINATED GLASS COMPOSITION TYPE C (STEEL 18 CA MIN.TMICK -0.048') m Ytelt Duca llasm1@IION nNI'Aw I�II4ATBTH D DN B)ALUMINUM:8081-15 MIN. 36 SM-5504 AS REQ'D. JDINT SEALANT r #gg (ALUM.0.078"MBI.THICK) 37 ■ AS REQ'A PERIMETER ACRYLIC CAULK OSI P13LYSEA14SEAL I D'M.0W��IN MAYER ®' � , METAL STRUCTURE ATTACHMENT DETAU, g 3 VW ANNEALED GLASS - BP' T' •• ••• • • • • • •• 4 1/4'INSULATED AIR SPACE = • • • • • • • • • 5 LIW ANNEALED GLASS M O.aW' • • •• • • • • • •• •t t 1 t t t•1 •• tt,t#cal RaItaJ/fe INSUTATED LAMINATED GLASS COMPOSITION TYPE G •• ••• •• • • • •• n= GLM OBSCRO7DOlBQte'1•TpNTON DSrea {Hytg •, •••� ,.,''°•,. I I/8'HEAT-STREKDOENEDIn O �• e 0D90'PLASTIC MTEAIAYER -(� Lt• PVB a 1/8'HEAT-STRIlUNTENED GLASS __ Stn' T' • ••• ••• • •• • 4 1/4'INSULATED AIR SPACE - • • • • • • • • • 8 1/8'ANNEALED G4ASS 00 _ • • • • • •• • • ssswMyI iq%vilhdmPbdds a W VWDOVS VITH MASS TYPES'A,C.OR G•INSTALLED ABOVE SOFT. • •• • • • • • • • • BUgdlag Coda .Q ,T m 'f1I IN THE HVHZ.THE I.G.EXTERIOR LITE SHALL BE TEMPERED. ••• • • • • • AcOaPimwO No a -1,q- 9 o r+p M �S D7 i�•. //'f.. �jitrt Flt{T{ 9�It`` H GLAZING DETAILS AND OPTIONS att cCCbD110 A ••• • • • • •• • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • FRAME HEAD FRAME FIXED JAMB SB.L TRACK E?9ME J0� L-7703 L-7701 L-8702 O or O O OO `\ FRAME,TOP CORNER a4o ,1, y �2as H o e o o s 2br3 Otox SILL RETAINING CLIP T z y W� � A68 I L-8705 f® Z tt a 2.631 coeur ssen C 70 ver�gXL - s a a 0 1.439 MANE JAMB O FRAME SILL FRAME VENT JAMB L-8701 L-8703 t• o 2A� o o FRAME BOTTOM CORNER sruue ueenuc aut Fi SENT TOP CORNER 4 VENT SPRING LATCH \ FAWE d L-7539 A62 ^A62 NA9. o overu_--i _oa4 �' o eA 43 �2bS •-.730 VENT INTERLOCK RAIL FD(ED MEE71NG RAIL 5 a g L-7705 L-7704 VENT TOP/BOTTOM RAIL O L-7707 O „ M 5 O © O FRAME SILL /MEETING RAIL saeur ens CCgt d —,p52 � 77tEfII'�.OiTeAI ami ------ r'z A62 2A62 y87g VENT BOTTOM CORNER A78 ,p� me ups FRAME & SASH CORNER ASSEMBLY DETAILS a ; 1A7b� � g VENT JAMB RAIL • • • • • • • • • L-7708 SILL ANCHOR CLIP • • •• LA ► R • SILL RISER ��4{rrtFrr L-8830 7.1 _••! �i� • ADAPTER88 O 32 LI olleG •• 63 • • •• 20 aes 11 Amaj 00 ir,•a, v 6 t� p • ••• • •• It t• ," • It • .OSO • • Aso PRODUCTRIMSBD •• • • • • • ti asoonytlgLiytv[Qt0ie4'brida �t o to 1 auiMI Coda 2.794 . . . . • VJ C7 rt"' .• ill 1 E are --a73 ^I--A �� ilaPmdun Convoy. Q • • • • • • • • • • • ••• • • • ••• • • M IAM I•DADE AIIAIYII---DADS COUNTY m 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) miamidade.eov/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. .*0 0* DESCRIPTION: Series"HS- 8700(Flange-Frame)"Aluminum Horizontal$idit W1ndd**L.M.I!•••;• 00 APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 �gri&olttal Rgftr Flangg.„. Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision"B;,.d$tW 08/11/14, prepared by manufacturer,and signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami.Dade Coax&*Product** Control Revision stamp with the'Notice of Acceptance number and Expiration KMo*by the•Maini--Dad®:•• 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 lo$o;oity, sta4at••:- series, and followiing statement: "Miami-Dade County Product Control Approvgd",.unless otherwise nott4•.• of herein. ' •' i': • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page I and evidence pages E-1, E-2 and E--3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. CMIAM 1RNOA No.1."90.$,J4DADE COUNTY +� F: � � i ,oma-- Expiration Date: April 11,2017 Approval Date: November 13,.2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-©745.10) 2. Ihawing No. L8700-4901, 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 20234 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked--up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loadingper I;BC TA&,�02 94 .... •• along with marked-up drawings and installation diajgram :of Y specimens of an aluminum horizontal sliding window, XOX (17'4,;'1!'2, 11/4:•9nd 1/-3-, •• • 1/3, 1/3) configuration, prepared by Hurricane Engineerin'M•Westin , Inc., Tft... Reports No.'s HETI-10-3047, HETI-10 3053, HETI-1{!;j$&9, HB ' ; 8313bJ�•• HETI-10 3223 and HET-10-3225, dated 03/23/11, signed arad.saaled by Candido F.;..• Font,P.E. (Submitted tinder previotw1MA No.-W-005.10••;• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201:-94 '. 2) Cyclic Wind Pressure Loading per FBC,TAS 2,d3-94:... ;• along with marked-up drawings and installation diagram of an'a1uminum Aarizont•••; sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration; prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--10-3048, HETI-1030491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10 3251, dated 04/25/11, signed and sealed by Rafael E. Drop-Seda; P.--E. (Subrnitted under previous NOA No. 11-0705,10) Jaime D n,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 (coNT1NUED) 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, HET148-2036, HETI-08-20370 HETI-08-2038, HET148-2116A and HETI-08 2116B, dated 02/28/08, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94.••••. 6)Forced Entry Test,per FBC 24113.2.1,TAS 162-94 •0. •" ••'••' go along with marked—up drawings and installation diagram„Qt.$ speeoVVs of � •;;� aluminum horizontal sliding window, XO configuration, ppoked by Funestrativn Testing Laboratory, Inc., Test Reports No.'s FTL--3097, Fj1?-"8 ani F%r-33 , • dated 12/06/01, 12/11/01 and 01/28/02, all signed and s8f?e'd by L'tti§•Antonia;••. Figueredo,P.E. ( ex jti (Submitted to:dV A No•bQ27.tlN.... C. CALCULATIONS •••••• 1. Anchor verification calculations and structural analysis; cQthplying with prepared by Lawson Industries,Inc.,dated 05/28/09, revised on 0.7/_10 atn -apjated bn • 01/25/12,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300--04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/1.1/16. Jaime ll.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 5th Edition (2014), issued by manufacturer, dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NDA No.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted raider 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- 10-305211) HETI-10-3053, HETI-10 3056, HETI-10-3057, 119'"t-!W-3130, HETI-10-3131, HETI-10-3223, HETI-10 3224, HET-19-9t25 and ETI-111' 3226, all issued by Hurricane Engineering & Testing, Inc.,Agcd.11/0;/j„:03/23/jd.•;• and 04/25/11,signed and sealed by Candido F.Font,P.E. ••• •• • 0000.. (Submitted under previous NDA No. 11-0705.10) 0"'• •••• • 6. Laboratory compliance letter for Test Report No. 1101- IO 325Tf'ilsued b)C•'. 0.00.0 .• . .. .. Hurricane Engineering &Testing, Inc., dated 04/25111, sigwd&N se*&jay'Rafigf.. E. Droz-Seda,P.E. (Submitted unde)-previofsiyw No. 11•,0705.10) .' 7. Laboratory compliance letter for Test Reports No.'s HETI-08 203$••WTI-M"•:• 2034) HETI08 2035, HETI-08-2036, HETI-OS 2037,0-HRU-081038,•HEU-... 08-2116A and HETI-08211611, issued by Hurricane Engineering &0Tp%tCig, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0706.OS) 8. Laboratory compliance letter for Test Reports No.'s FTI -3097, FTI -3098 and PTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Sub►nitted under previous NOA No. 02-0227.OS) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Alumintun Horizontal gliding Window - LM:I.", 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 A Al A Al General Nates: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE c REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH D o A / VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT m y IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M I M j•/ /�� \ \� 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING ro "j RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS o m d o D OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. /� E E �� D ��' C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ~ �L �t ALL WINDOW SOLES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 y \� (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z o o CEJ x 8 Bl B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE c o z q LENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND '� d •+ TO.BE REVIEWED BY BUILDING OFFICIAL.. om NOTE: 1. X0 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES CJ 01 TABULATED HEREIN (SEE SHEETS /8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE o 1 REFER TO MEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. o- 2; FOR VERTICAL CROSS-SECTION DETAILS'A,A1,B, &Bl'REFER TO SHEET @3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHBETa8, 7 Or e). 3) FOR HORIZONTAL CROSS-SECTION DETAIS"C,%&E"REFER TO SHEET Q4 6.) WINDOWS WITH GLASS TYPES "A, C. OR G"INSTALLED ABOVE SOFT. OfPi z 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HIM. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. p A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON 5X0 or OX' WINDOWS. ® a 0 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX' WINDOWS. r e 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE SXOX'WINDOWS. 1 O X\\-\ \�� j�� 12.) FOR OPTIONAL FRAME IIVSTALLATION DETAILS SEE SHEETS 3, 4, or 9. dd x 13.) ESr. &INT.FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE o O 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED N co (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET $S, 4 & 6 FOR DETAILS &NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER ,x B B1 24 SECTION 11.3.3.3. Q 16.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET#6 FOR MULUON/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. Li 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED X0X -Equal Lite (1/3_1/3 1 } WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 1)REFER TO SHEET 2 OF 10 FOR U43TAUATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2) FOR VERTICAL CROSS-SECTION DETAILS"A,At,H,&HI"RISER TO SHEET y9 18.)ALL METAL/STREL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3 FOR HORIZONTAL CROSS-SECTION DETAILS"D,&V REFER TO SHEET @6 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. .. ... . . . . . .. E� D � E • • • • • • • • • • • •• • • • •of as • �tsosissr B B1 XOX - Un--Equal Ltte (1/4-1/2-1/41 y O 4 NOTES: • ••• ••• • •• • � /u', 1) REFER TO 9HE�T 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • • • • • • • • • pRODUCTRHVISHD 2 FOR VERTICAL CROSS-SECTION DETAILS'A,Al,B. &BI"REFER TO SHEET p3 • • • • • •• • • �ceutplyiug�vltktheFlo a F �+::= 3 FOR HORIZONTAL CROSS-SECTION DETAILS"D,&E'REFER TO SHEET 86 •• • • • • • • • • • • Dtnl6fugCada �8"�(d. 4) REFER TO SHEET 7 OF 10 FOR DEMON LOAD CHARTS AND NOTES. • •• • • • • • • • • AcceptauwNo J•'7 •,.�<;'x' SERIES-8700 HORIZONTAL SLIDING IMPACT Y1'INDOW • • • Hyriot r==fij•1 V APPROVED APPROVED ELEVATIONS Ai adcproductConuol� A • •• •• • ••• •• • • •• •• • 000 9 0 TEST UNIT SIZE: 1I1"X 83" 85 3/8'OVERALL FRAM WIDTH TEST UNIT SIZE:74"X 83" 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8'INTERIM FRAME WIDTH INSTALLATION FASTENERS • 73'INTERIOR FRAM WIDTH 3 (A) 10 AT FRAME HEAD TVO ADDITIONAL ANCHORS (A)8 AT FRUM HEAD TV0 ADDITIONAnCu.:o. p (l4 AT FRAME HEAD IF DP ABOVE 70.0) R£(D1IRET AT MEETO(G RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIREDUNISAWITp y (B) 10 AT EA.FRAME SILL A Al *°/R-7 (4rTOT�BOVE (B)6 AT EA.FRAME Sill a/-7�'(4 fp Q $$ (14 AT FRAME 31td,IF DP ABOVE 70.0) t S' (8 AT FRAME SU IF OP ABOVE 70.a} A Al „ C 6 AT EA.FRAME JAMB �Oa q. ttaTD•—� (C)6 AT EA.FRAME JAMB 4• 00 () OIAS.qoJ •SEEGENERAL NOTE®3&B4. (wx.O.CJre -SEE GENERAL NOTE#3& 4. < 01 p h AT a 1 'I �' Mo' O.L.O. '410 ''o 3 B 2 13 1/4.O.C. y _ ___ -m 13 u'aG 71 C Ev n {� N I E - ai s a o n —I}- w x 1/4. w '//•' -"_�i//'� '_// ' 13 u4.O.C. '//'' :_v /�_}�__fl l3 U4'D.C. O 13 1/4'aC S 61 i� G.C. y Ip g tr y 1 0 4 S' 0 ANCHOR NOTES, ANCHOR MOTES 0 2.SAME ANCHOR TWO ADDITIDNA�ARCHORS HEAD,RET11O S NT L SANE ANCHOR SPACING AT HEAD&SI Oj )I AL AT MEETING RAA.S FOR,MRS WITH �AL�AS O a TWO ADDITBD(AL ANf9iORS RF_QUIRED D V/ .el co co DP ASI1VE+71D'SF'/-75PSF(4 TOTAL AT MEETING RAILS FOR UNITS WITH V L. ��ppTTEQUAL LrrX E�g�� "XOX" WINDOW EQUAL LITE DP ABOVE+/-70PSF(4 TOTAL MY'VERTICAL CRGSS-SECTION DETAILS-A,Al,B,8.W AT SHEET D3 WI W TEST UNIT SPGR:111"X 63" P_SEE MORIZINTAL CROSS-SECTION DETAILS'C,D,&£'AT SHEET DS NMIESS 0X REVERSED ) 4 SEE VERTICAL CRUSS-SECTIUN DETAILS'A,Al B,&Bl'AT SHEET 03 INSTALLATION FASTENERS 7(t 111'OVERALL FRAME WIDTH a SEE HORIZONTAL CROSS-SECTIDN DETAILS'C,S,6 E'AT SHEET 04 $$ (Aj t0 AT FRAME NERD 110'INTERIOR FRAM WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0 TWO ADDITIONAL.ANCHORS (B) 10 AT EA.FRAME SIU. A Al FUR 18R["S"T TPVA&�'IV�ES (14 AT FRAME SILL IF DP ABOVE 70.0) ./-12,oP�r.'(4�ID& �g' SERIES-8700 HORIZONTAL SLIDING WINDOW (0*SEETGEENEA. ERRAL FRAME NOTEE g3&®4. � � 4''_ FLANGE FRAME ELEVATIONS — L.M.I. L24t/el33 1/_ 13 1,14'ELQ .. .. .. !! �) • 0400 • • • ••• • 9"1,1011/I! y i � • • • • • • • • DoSJAt00 0 df _}_, • • • • • • PRODUCFREVISBD ABHOR NOTE& to • • • •• • • ? L SAME ANCHOR SPACIG AT MEAD 8 SILL 6 • • • • '• • • • • es 0omldy[DB wID1464 Pl0[tdD J^ P_TWO ADDITIONAL ANCHORS REMDRED AT � D ILI -AVA"�'�' • • • • • • • • B1°T��Bfl {� �LL •W 1 �i1 I AS OPTSOIID» Aavplatceid0 �✓�. j LaT MEETING RAILS FOR UNITS WITH DP ••• • • • • • DiJIAc ,/•., '(/y ABOVE,70P3F/-7�sF a rorAu "XOX" WINDOW - UN�@I�111�LITE r �2� y,�-/• _ L SM VERTICAL CRUSS-SECTION DETAILS'A,A1,B,A Ill'AT SHEET 03 P SEE HORIZONTAL CROSS-SECTIUN DETAILS•C,D,6 E•AT MEET IS vli AtW PmdUM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 GC (SEE ELEVATION AT SHEET #2 yt FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) Ra 1 1/8' MIN. 2• WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LA1d�SON INDUSTRIES, INC. •a o INDUSTRIES) MUST SUSTAIN LOADS IMPOSED �o eo C a ° EDGE DISTANCE BY THE GLAZING SYSTEM .;i; 'Go D of O ��`:c- �` 'a °'• ° .`� .a EM1 4 MIN. a :ad: Ytrr ti .is o o O W 2X R 4. v,".•":a; t,"t Y 1' MIN. o i o i EDGE 'ANCE z° p s a V4'MAX. .'?. . 1 1/4' :? o EXTERIOR GRADE 12 SHIM SPACE ""+'t 2X (IMN.EMBED.} ''!'•V g PERIMETER CAULKING (TYP.) `'�:i. w• `S`•` ix 15 o � A 11 �In EXT.GRADE PERIMETER 1/4'MAX. 15 11 CAULKING T BY SHIM SPACE O 14 l t 6 NOT INDUSTRIES,I (TYPJ TO BE APPLIED BY BTHIERS O (TYP.) „ a o t In i t m CLEAR SILICONE ADHESIVE EXTERIOR u BEDDING COMPOUND A 1 n INTERIOR x 34 = i EXTERIOR INTERIOR w x ALTERNATE DETAIL a aI LAMINATED GLASS (� £ ff 33 X-c I I WOOD FRAME INSTALLATION DETAIL v 3 14 I� 6 11 I Ij I � 3 a 27 I WINDOW INSTALLATION NOTES: z 3 I I I L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED V/AN EXT, j 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE $ BY WINDOW INSTALLER(TYP.) APPLIED WITH SILL RISER -OPTIONAL 2.THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO I SEE DP CHARTS IONONE •$ BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK 2 SHEETS 114, 115,& #6. BY OTHERS (TYP.) IQ I z in •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR q. 6 �' 26 10 9 32 13 i MASONRY IS LEM THAN 1/8",SHIMS ARB NOT REQUIRED. sbQ a 1 • • ANWRS NOTE: EXTERIOR GRADE • :' :':*": ::`*1r:• • AttHORS TO BE.#12 SMS OR WD, SCREWS INTO WOOD, OR tpttuetrgFr EXT.GRADE ::�:.::::?�:: :::g:::• • 1/71' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., PERIMETER CAULKING CAULK ... •;• •• • • VITT{4 MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR L wi• •• • CDN& (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED)A d 1/4'MAX. d A 1/4'MAX.PACESHSPA(:iB d d: . , 6 (TYPJ1 1/4' MIN 1 1/4' MM cv EMBEDMENT 4,a �j`, ,f ? a EMB( NT. •s• • •• • ,may •` '' `a, '• , d, '- •a Q• • • • • • PRODUCTRDVISBD . ;•-.,.y:;Qr.a4•, -v a •I .,A. d' ;y ad- 4 A- .a q .• • • •• • • as d _ A,c j a" • i • • • • • • • BuDdiug Cats _ e'' 'l ' 1 1/8' MIN i • • • • • • • • AoceplolcoNo d ` o EDGE DISTANCE••• • • • • • Fi B911 G! 3;1, ° r:;: ra OPTIONAL SILL INSTALLATION DETAIL AT 'XO or OX' 10_96k an cica.1 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL <TYR) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON 0 5 INDUSTRIES) MUST SUSTAIN LOADS IMPOSED c p- Q I INTERIOR FINISH BY THE GLAZING SYSTEM p m (BY OTHERS) Mao to 23 LAMINATED GLASS PT. WOOD BUCKS SILICONE ADHESIVEA. 2 1/4'MAX #14 S.KS. W/ 1 1/4' SHIM7 D SHIN SPACC--r BEDDING COMPOUND —d MIN. EMBEDMENT INTO D. Ef 4 3 FOR MAX. FASTENER SPACING) t5� x 0. INTERIOR (TYP.) T N (SEE ELEVATION AT ET F 01 0A SPACING) 2X c� TAPC13N W/ 1 1/4' 1 1/4' MIN. MM EMBEDMENT INTO CONC. In . 8 EN NT -------- (SEE ELEVATION AT SHEET #2 ... FOR MAX. FASTENER SPACING) 14 ..... ..... 0 I' MIN, .4 EDGE !� DISTANCE 6 E; 1/4' 8 IE—MB 4'ONT 0 - DME 1 1/9, MIR EXTERIOR WALL FINISH ------—— EDGE DISTANCE 0 co BY OTHERS (TYP.) —PI 0 Q z 4 EXTERIOR 18 1 g 11 EXT.G 'CAUIrE A STUCCO DYER METAL -ATH NAILED EXTERIOR GRADE PLYvnoD SHEATHING EXT.GRADE PERIMETER M BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY OTHERS) 'LAWSM INDUSTRIES', NOT BY LAWSM INDUSTRIES,INC. M BE APPLIED BY OTHERS 731 MAX. (TYP.) WINDOW FRAME BUCK WIDTH --------------------------------------------- 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE -OX- REVERSED ) WINDOW INSTALLATION NOTES 130 311) 8 8 L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER (IF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK 22 21 BY OTHERS(TYR) .00 90: : : .0. : : -WHEN THE GAP BETWEEN THE MWOW FRAMROAND 4M NUCIP OIP MASONRY IS LESS THAN 118°,SHIMS Aq NOIDIS(Illp ANCHORS NOTE: 00 Goo ........ ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPC13NS or, APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PERETRffKM INTUSAMD DIP 0 0 • 0 0 00 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE caw— (REFER T13 LOAD TABUS AOR CJANTITIESftQjRE:) PRODUCTIREVIM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 0 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED A FOR USE ON All WINDOWS. 0 0 0 0 ....... 3 TWO (2) LOCKS ARE REQUIRED PER EACH VENT. IiFy I e,� 9�1 0:0 0 0 0 0 0 0 000 0 0% • 0 0 00* DESIGN LOAD CAPACITY PSI,-OX or XO WINDOWS # # +/-Pressures $-- Glass s WINDOW Jamb H&S T "A" "2 Glass Typo"B" "2 Glass T "C" .2 Glass T "D" "2 Glass a"E' "3 Glass "F- *3 q WIDTH HEIGHT Anchors Anchors + f - + f sf + of -psf + sF + f sf + sf - f 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 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 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&.. p c • 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 i 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 b = 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 ro Wm a 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 a 36 48 4 4 65.0 1 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 0 60 48 4 1 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 N 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 o S 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 DC 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 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 ro 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 74 26 3 6 65.0 1 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 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 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 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 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 53.125 50.625 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 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 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 r' 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 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 70.0M70. 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 .0 65.0 65.0 70.0 • .0• • Q 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 • 70 •718. 80.0 80.0 80.0 80.0 ,+11►"61618+v53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 • 70.0• •7 .0• 80.0 80.0 80.0 80.0 °y ,�.••d74 63 6 8 65.0 65.0 65.0 65.0 65.0 - - - - Notes I 1.) SEE $11SET 9 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS. aswmplyl°Swidtlhep+l N 2.) STANDARD SDI,USED ON WINDOWS WITH +70.0 DP AND BELOW dl°gCode (WINDOWS WITH GLASS TYPES A,B. C, &D-) • • • • • •• • RepG°AbN°- L RISER - SILaPTIDNAL 3. SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • /� \� • APPLIED WITH SILICONE / FOR DP ABOVE +70.0 PSF 7 (WINDOWS WITH GLASS TYPES -9, &F'7 AND +80.0 DP MAX. �� fj/ • • �� • I <+80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD&SILL ON • �� • • • • � 81 WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A, C, OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PS -XOX WINDOWS with Un-Equal Lite 1/4.1/2-1/4 +J-Pressures s 02 FRAME SIZE `' #Jamb #H &S GlassTy "B" (7 2)1 Glass Type"C" *2 Glass T e"D" *2 Glass T e"E" *3 Glass Type"F" *3 G lass T e"G" *2 a WIDTH I HEIGHT I Anchors Anchors +psf -psf I +psf I -psf I +psf - sf I +psf -psf +psf -psf I +DO I mpa-f a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ro.1 E" 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 �'g''° 4 m a 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0,9 " 08 24 3 11 80.0 8 0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i" gy o 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 6 0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0' _ o 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a a o 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 o 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H o 60 60 5 7 5 5 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N o 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Gd a x 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C o 74 26 1 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 c0 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 I y 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 $6 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - 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 S 79.5 1 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 .0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 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 v 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 :2 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a 111 38.375 4 11 52+0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 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 52.065. 0 0 52.0 52.0 65.0 75.0 11 63 5 11 52.0 5 .0 65.0. 0 • •690• • 9 .0 52.0 52.0 55.0 75.0 ��Ntttttttt'�s+rye FRPQucrR O'r�..............* Ef3 lyioggwhhtheFtoHd¢ 4 DuOdingCbda 08.It ,y•E,. Notes * 1.) SEE sHEET 9 FOR GLAZING TYPES, DETAIL & SILICONE OPTIONS. AcceptuoccNo 1. Q, N d 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW WS WITH GLASS TYPES A, B, C, &D y,y�, • i�.�• i/./ r d (�� t• • • tPcb trciC¢n 20 LL RISER - OPTIONAL ,. 3.) SIL.WITH RISER ADAPTER ARE FOR WtNDOWs ABOVE +70.0 DP •/'/' %�' • %�/• • • ! t APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES -E, &F-) AND +80.0 DP MAX (►f1 •�� • �• • • • 1 1 FOR DP ABOVE +70.0 PSF o ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON94 • • • • • • • ` 2 (+80.0 DP MAX) . � .•...... WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • • • ,,�� +t�t `' t 4.)WINDOWS WITH GLASS TYPES -A, C, OR G" INSTALLED ABOVE SOFT. 14-L" �� IN THE HVHZ,THE I.G. EX'T'ERIOR LITE SHALL HE TEMPERED. d XOX- IIn-Eouet itte q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-1/3-1/3) * +/;Pressures(psi) .� ,� ,� o .. FRAME SIZE #Jamb #H&S Glass Type"B" ( 2) Glass Type"C" ( 2) Glass Type'D (*2) Glass Type I { 3) Glass Type F"{ 3) Glass Type G' (*2) a WIDTH HEIGHT Anchors Anchors +paf -psf +psf -psf +psf -psf +psf -psf +psf -psf +pelf -pef u, 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 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 r' 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z c o cW's 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 o Z 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z d 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 ch 1 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 Ofd � 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 UZ El 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ a 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 N c 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 a 0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 1 0 11 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 H 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 "' ca 1 a 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 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 E 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 -0• 40. v • • 51.0• 2.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 8 •- • -•• ;570• 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �,�tttF+t�'�rrPr •• ,ga • • • • • • • • PRODUCI'RBV[8IN is t13 �'• • • • aacompfydrew&pthapktida Q A -y ••'••'"'•y'`K•''. Notes N: 1.) SEE SHEET 9 FOR GLAZING TYPES,DETAR.S &SILICONE OPTIONS. AccepimceNo . O - 2.) STANDARD SUL USED ON WINDOWS WITH +70.0 DP AND BEWW (WINDOWS WITH GLASS TYPES A,6,C,•aP 01 ••• • •• • �� \\� %�� Y 2a SILL RISER - OPTRINAL �aieailbatlePro vet ilrol = c 3.) SILL WrPH RISER ADAPTER AREj(1ItWINMWS ABOVE 47010 DP • • • `\\ ��' %�' 1 APPLIED WITH SILICONE G • •• • • \' /% I I FRR DP ABOVE +70.0 PSF Y : (WINDOWS WPPEt LA33 TYPES "E,•d`F`� ND *ao�'bP a�I. ADDITIONAL ANCHORS REQUIRED AUFRAWaHKAD $DA qPNG • !• 2 (+90,0 DP MAX) WINDOWS WITH DP ABOVE 7O.O.-(M4.) WINDOWS W M GLASS TYPES A. C, ORG'INSTALLED ABOVE SOFT.O)• • � � IN THE HVHZ, THE I.G. EXTERIOR LITE SHAi.L BE TRUPERED. XOX-Bova[Idte V • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 12 x 3/4'S31.S, HS-8700 FLANGE FRAME WINDOW BILL OF MATERiAIS � 3 19 ALUMINUM MULLION FLAT HEAD,PHILLIPS. y p SEE MULLION APPROVALS FOR (SEE ELEVARON AT SHEET 82 ITEM PART 0 READ. DE.4CRIPTION REMARKS +>G MULLION TYPE,SIZE AND MAX. FOR MAX.FASTENER SPACING AN -_ •S1L1C@IE tRTIGiS•t DESIGN PRESSURE LIMITATIONS. BP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM Raw cmu m 699 (ALUM.0.078"MIN.THICK) -- - R1 SCHNEE-IOREHEAD 3= 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM _io ty� 06DD• TREwCO SPECTRILN D 3 L-7701 1 FRAME FX&JAMB 6063-T6 ALUMINUM al •� o GAZING DEPTH NOTE:THE LOWER'PRESSURES�' �a THE WINDOW OR MULL SHALL GOVERN INTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM LAMINATED GLASS COMPOSITION-TYPE B c m 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM D2CL1 OIA84 D1EGi@TIOM IDR01tL IdImPA78 D86CB@IIOR 1 t1G`MWALED MASS _ ____'�7 6 L-7707 I VENT TOP/BOTTOM RAIL 6863-T6 ALUMINUM v 2 0.09M PLASTIC INTERLAYER +4 _ __ �_I_ �,'�'� E � 7 L-8703 1 FRAME VENT JAMB 6�i3-T6 ALUMINUM 3 I/8'ANNEALED GLASS exn ��JJ 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM Q ao LAMINATED GLASS COMPOSITION-TYPED 9 L-8702 I FRAME SILL SILL TRACK 6063-T5 ALUMINUM FT611 mm SON y�0, ,�Dlt 'AONT 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM .9 SQ I luse LSAT-STRENGHIENED GLAAS _=-« -w --------------- 11 L-7708 AS REQ% GLAZING BEAD( 3/8') 6063-T5 ALUMINUM rD z DA9o•PLASTIC INTERLAYER = _°"=_- Dr•GIPaNT• 12 FS-066 AS REQ'D. FRAME ASSEMBLY SCREWS 118 X 3/4'P.H.PHILLIPS dC 3 ire'HEAT-STADGHTENED GLASS 9 EXTERIOR GRAN WINDOW FRAME 13 FS-040 AS READ, INSTALLATION SCREWS B14 SMS F.H,/PHIL. Q LAMINATED GLASS COMPOSITION ::-TYPE B PERIMETER CAULKING EXTERIOR 14 L-7531 AS REG'D. VINYL BULB I/4' DIA,BULB B3D33 lT'GI at, oscm Pm DBGG, TewNAT&DBBCRWYION 15 PWS-003 AS REQ'& FIN SEAL WEATHERSTRIP .187'w x 230'h t VV HEAT-STRENURT HED GLASS ==r_r '@2 FRA" MULLING DETdLtt_. 2 DOW PLASTIC INTERLAYER ,__ _ sALEx/1rEEasaFE 16 PWS- AS REQ'& FIN SEAL WEATHERSTRIP .187• w x.350'h 3 Ire•NEAT-STQEMiHTENE9 LASS nur D�•SOLUfIA• 17 PVS-009 AS REQ% FIN SEAL WEATHERSTRIP ,187'w x.310'InI t4 p p 18 L-7711 AS READ. GLAZING DEAD(INSULATED) 6063-T5 ALUMLNUM N C LAMINATED O[A88 COMPOSITION-TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQ'& PILE S GLAZING BEAD 187'w x.150'h ff� OtA49 DBBCRiPTIDN DBTAd rN:=t MULLION TYPE,SIZE AND MNLDESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPT[UNAL ti 1ire'ANIIEAI.EDGLASS - NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM � OE t LW PLASTIC INTERLAYER _ -_ :�,_I_ THE WINDOW OR MULL SHALL GOVERN 3 VR•ANNEALED GLASS :tl'aTa•J 1/4'MAX. 6 12 S.D.S.X 1 1/4'L 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON � gaad,.. I, SHIM (SEE ELEvAmu AT SHEET/2 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL INTERIOR FOR MAX FASTENER SPACING) t9 18 24 ■ 2 SILL/JAMB JOINT GASKET L16'CLOSED CELL FOAM DO 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 I/4'P.H./PHII.. yy 26.1 HC-044-1 2 WEEP FLAP 6 BAFFLE w H pa p •SRycmtE RPimwr, 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD L/2'x 1/2'X 2.1. &$ Dov CSG 899 27 HC-040-1 2 SASH ROLLER 6 HOUSING ■ SCwNEE-HERE1EAD 37M $ a 33 G,6W' T CU SI a 28 HC-026-1 1 SCREEN FRAME 8 MESH ■DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A 29 ■ I ATTACHMENT SCREW @ CLIP @8 X 5/8' S.M "m OIASS ASsaRmLmN DETAIL y�NATg pytpN 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON w g I Ire AwEALED TAnsS 1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL ai 8 WW PLASM INTERLAYER -_-@ .vs• SATLEX PVD PERIMETER WINDOW FRAME NOTE: 32 L-�30 X Anchor FRAME SILL ANCt01R CLLR 6063-T5 ALUMINUM 3 t/8'A INSULATED LASS DTP'SOLUIIA• SEALANT ,.N.1.STEEL E CONTACT WOH 33 • 2 LAMINATED GLASS See Betas B La of sheet 9 V 4 V4.1NS18.ATED ATR SPACE --:: - eta.J�_ EXTERIOR ALUfd.TO BE PA4`ITED OR PLATED. D 1/D'ABEm¢D GLASS U) 2.METAL STRUCTURES: 34 x AS REG'& GLAZING SILICON See Details R I.H.of sheet 9 A}STEEL:Fy=36 KSI tdiN. 35 OPTIONAL ASI Q'& COLONIAL FALSE MUNTIN ALUMINUM INSULATED LAMINATED GLASS COMPOSITION TYPE C (STEEL 18 CA LAIN.THICK-0.049'3 iQ tt'BII G1d99 ULATSSmR ,S IAYDNAC 14DN B)ALUMINUM:6053-TS MIN. 36 SM-5504 AS REQ'& JOINT SEALANT ■ I 1/e•ANNEALEDDRSC GLASS � (ALUM.0.078'MON.THICK) 37 ■ AS REQ•& PERMTER ACRYLIC CAIR.K GSI POLYSEAMSEAL ¢ g 2 D390'PLASTIC INTERLAYER -9 1 Pve I�i1 METAL 4TRUC"PLIRE ATTACHMENT DETAIL• 3 VW ANNEALED GLASS --------_N"iI" Ar•Dip'fW •4 • • • • • •• 4 1/4•INSCAATED AtR SPACEre• — -�IJ� • • • • • • • • S IANNEALED LASS P9 yup• • •• • • • • • tt'118IiT'Ll fg • • • • ••• • '4�Yt � Ej3`')rse • • • • • • • INSULATED IAININATBD GIAB$COMP081TLON TYPE G•• os •• • • • •• '••'•" ' /7'811 GLUM DTiSCREZNM tALDNATR A> iWTTON •" ''-` 1 _ w 4.> ,. IlW PIAS TREIA WAYERGLASS -® ,V,• pyg +A G ��, 8 ^,✓.• 3 Ir HEAT-STRENGITENED GLASS -�-T(- lh•'Dm m e• ••• • •• • Wei 4 1/4•INSULATED AIR SPATE _ 1�1- • • • • • • • • • PRODUCT REVISED 6 Lqr ADEALED GLASS OOO - d' • •• • • • ••• • • An lhTimFlm41R o�.�� oT 63 a`� VIPmOVS WITH GLASS TYPES• C,[G G•INSTALLEb AST - •• • • • • • • • • W A, IN THE HVHZ,TIE I.G.EKTER=LITE SHALL BE aERE • • • • • GLAZING DETAILS AND OPTIONS B ao °d.:aN`NT° `pNIL11 a • • . ••• • • FRAME HEAD FRAME FIXED JAMB SILL TRACK �E`1°� L-7703 lj= L-7701 L-8702 D y Q • FRAME TOP ORNER C co1- r t..I .7 Abe e 3 1 mav" 10, i q SILL RETAINING CLIP Z g W Abe I L-8708 �,a R U' Fa 2.631 FPAME wren c� C yoff mr a& 10 - - d6 s a. c {.437 MAYS JAfd9 O 0 FRAME SILL FRAME VENT JAMB L-8701 L-08703 ��6 a II ri9Aao 0 9!�$ O me FRAME BOTTOM CORNER FRWE YEMNG p{„ H VENT TOP CORNER m $i 9.374 VENT SPRING LATCH \ FPAME SILL L-7539 PA 43 u 35 \ vLrrr Laac 1 I^ PASS J39 VENT INTERLOCK RAIL L-7704MEETING RAIL VENT TOP/BOTTOM RAIL 5 5 v OL-7707 O C b --ij O © O „� ,� FRAME SYIL / MEETING RAIL �gni � g $ A68 � am PA 85 L275-1VENT BOTTOM CORNER UM .1� S4 }6 A69 � ' a FRAME & SASH CORNER ASSEMBLY DETAILSa 1A75— VENT JAMB RAIL SU ANCHOR ZLIP � ••• • • i • • • SILL RISER ltttruF1111j L-7706 L-8830 • •• • • • • 000 • GLAZING HEAD ADAPTER ,�1L • • L-7711 L-8708 #• tlgr� O • • • • • +. •HEAD 0 e 8 32 •• ••• •• • • LW-7� W 's. ` 199 11 S00 ,� N C> G ej 00 1.4 50 �n W f- •A6E • • PRODUCTRIMSBD • • • � • • • '� us cenydyinS wld�IAuPlo/ridu N k t 1791 • • • • I Acct calQO -.L i�•• Lm—' .773 R" 11i41 It{{{S �C bailo P�oduel Cont1' Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M1AMR ADE MI MIM—DARE COUNTY 0 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) „wv.miamidade.gov/econamv Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-bade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH--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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's tame.or loge:0 0 0 states••••• series, and following statement: "Mami Dade County Product Control Approved'ly•dnl'ess otherwise noted .• herein. 000000 0000 000000 RENEWAL of this NOA shall be considered after a renewal application has been fiiecd and there has beet ... no change in the applicable building code negatively affecting the performance of�§ pleduct.•••0•• • 0000 0000. TERMINATION of this NOA will occur after the expiration date or if there hasshjm it revision or chang4% in the materials, use, and/or manufacture of the product or process. Misuse of th15•Nf?A as au endorsement+••.. of any product, for sales, advertising or any other purposes shall automatically te1$t'tft this NOA.Failure •.0 to comply with any section of this NOA shall because for termination and removal of N6A. 0000.. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami Dide'Cbunty, Flg0ja, ark•••; followed by the expiration date may be displayed in advertising literature. If any portion if-We NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.14-0908.10 WMIAMI-DADE �,�r�7e� Expiration Date: December 27,2016 r � Approval Date: November 06,2014 Page i . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submittedltrtder petviotts NDA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series--7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with 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 HETIA9--2534B, dated 03/02/09, signed and sealed by Candido F.Font,P. E. (Submitter)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 HET148-2003 C,HETIA8-2004 A,HETI-08-2060 A,HETI-08-2060 B, HETI-08-2061 A,HETI-08-2061 B,HETI-08-2062 A,HETI-08--2062 B, HETI-0$2063A,HETI-08-2063B,HETI-08-2064A and HETI-08 20§.4j3`, dated 03/15/08, signed and sealed by Candido F.Font,P. E. •.• '0000' 000000 (Submitted under NOA No. 08-0825.17) •• •• .0 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94* 000* 000000 2) Uniform Static Ait Pressure Test,Loading0�0jo�00 I$C TAS 202 94 0000 :0. 0 0 3) Water Resistance Test per FBC TAS 202' 006006 > 00000 4) Large Missile Impact Test per FBC,TAS F0J--�4 •• .0:0 5) Cyclic Wind Pressure Loading per FBC,?"203-94• •• 000800 6) Forced Entry Test,per FBC 24113.2.1,T%P-T-94 '• 0 •0 0 along with marked—up drawings and installation diagram of an al�minujosin a hiu�g fin window, prepared by Fenestration Testing Laboratory, irate.', Fest Reports No:90 0•; FTL -2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed act sealed by Li&Antonio Figueredo,P. E. (Submitted under previous NOA No. 01-1009.01) 1 Jaime D.G.scon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 • E-I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18110, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 1.1.4624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex UP 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:h Edition (201.4), 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 Flgja dated 04/11/14 and filed at the Secretary of State. *0000* 000060 3. Statement letter of conformance, complying with FBC 2010,ilea 01/W/1;�.igned And sealed by Thomas J.Sotos,P.E. •0•••• '••• •••••• (Submitted underpreviousNOA No.12 0127.16) 000000 0 0' 000.. 4. Statement letter of no financial interest, dated 05/28/09, signed,0a seale6,bX,* horn%s000 J. SOWS,P.E. •••••• •• 0000. (Subfnitted under previous NOA No.11-0705.09) •• •• •• ••••;• 5. Notification of Successor Engineer for manufacturer's NOts*Wiment pet Section •0 61G15-27.001 of the Florida Administrative Code, notifyi,ug original Fegifeer thot the successor engineer is assuming full professional and legnl'relponsibili W.for it... engineering documents pertaining to the NOA No. 08-0527.17, dared-'01/27/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 1-1-0705.09) r f 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 03/42/09, signed and sealed by Candido F.Font,P. E. (Submitted under NOA No. 09-0706.09) . 7. Laboratory compliance letter for all Test Reports No.'s HETI-082003 C, HETI-08 2004 A, HETI-0$2060 A,HETI-0"060 B,HETI-08-2061. A, RETI-08 2061. B,HETI-08 2062 A, HETI-08-2062 B,HETI-08 2063A, HETI 08 2063B,HETI-08-2064A and HETI-08-2064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15/08,signed and sealed by Candido F.Font, P.E. (Subtrtitted under pr evious NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTI,-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA No. 01--0406.08) G. OTHERS 1. Notice of Acceptance No. 12--01.27.1.6, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window — L.M.I.", approved on 03/29/12 and expiring on 12/27/16. . . .... ...... ...... .... ...... .... .... . . .... .:go:. . ..... . . . ...... ..... . . . .. .. .o *so ...... ...... go . . . . ...... ...... . . ...... 0 Gee off. . rf1 v. Jaime D.Gascon,P.B. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014, E-3 46• 53.in. 33IES• INSTALLATION ANCHORS. WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS. VINDOW FLANGE FRAME WIDTH (A)4 NAIL AT FRAME HEAD (A)4 MAX AT FRAME HEAD 00 MINE PER FRAME SILL ,I l3 3/4' (A)4 M XMAN ANCHORS,s Al (B)NONE PER FRAt1E SILL 13 3/4'I� (G FRAME JAMBS(SEE SHEET Nt4> 4 I I tN 4 NAX AT FRAME SIAL 10 t3/1b' MAX O.C. <�NONE PER FRAME SILL MAX fIC. <G FRAME JAMBS H EE SNEET BA �{ MAX O.C. 6• 4' tG FRAME JAHBS(SEE SHEET R4) 6• m q 6•N.L.- .® e• _ „ b•ALL CORNERS M�I y ` M xO.L.O. %%d " F iI jI s 11 r }'ji< E . w -1143 9 16 ;{ ' II I •D !; D n q u7 0 ,y �w -=11� ____ /fes=_: -- to va ____ ✓// i o y 0 i a MAX ABOVE i � v. I !! :! C B � 'mom. ___ _I� I! B Z G 6 10 3/16' p t < _ MEETING RAILS iI Ota '°====f =__ '====5=_ O G -buy D.L.O. ,r W x per) B ® Mox. .L.O.Wtd ff C cy ` A St �T =149 i t t q a o p) 6�IItG �$ J—RAiL , 6'�IIEETINS a i' B U2t�p�, 1; / •� II 2 3 1 / , 'I L �F. 9 MAX. _____. _ ]]]�� MEETING R�AWI. _ _ ___ IO /4' ==c== _ �' U tf AX.NG RAR � - ,I"4; ��j��F( , tbB MEETING RAILS II •11 ,1;� `II ,{N /R/ .Ui i 44 ro 1.4 O !i ii In a d (�` C' EXT.a INT.FALSE COLMtAL C' W RI EXT.4 1M.FALSE CIILDNIAL Si5t29• FRBNTINS ARE APPLIED W/ w-tes. MIRITINS ARE APPLIED W! 47.000• W!SILICONE AND ARE a W!SILICONE AND ARE WINDOW BUCK WIDTH VINDOV BUCK WIDTH AVAILABLE AS OPTIONAL. WINDOW MAX WIDTH AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATEON UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION PPP° ej •INCLUDES UNEQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF b) (LIMITED TO LOADS ON SHEET 4 OF B) � I General Notes: (LIMITED TO WADS ON SHEET 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME ca 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS sltzs OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VEIOCPPY HURRICANE ZONE INSTALLATION AMCHORs VONMW FUAIM FRAME VIM VELOCITY (HVHZ) AND ASTM 1900-02. THIS PRODUCT I9 IMPACT RESISTANT. ®j IHIMAX M PER FRAMEF S 13 3/4• a (SHUTTERS NOT REQUIRED) (C)FRAME JAMBS(SEE SHEET 0 4) A I MAX D.C.I~ 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING' o aCt RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6. OF 2014 F.B.C. &TO BE REVISIM BY BUILDING OFFICIAL. tX»DNtRs 3.)ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES I Max. D.L.O.WI th s s ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED mI48 11/1 ON SHEET 4. I •' ( /jIf,) =m 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL ANDC+ TO BE REVIEWED BY BUILDING OFFICIAL. b.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE TAT(0- LAMINATED 0LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). �} S 6'MEETING d 8.) SEE SHEET 9 FOR LACK DETAILS &OPTIONS. -Lmsz„ 7.) SEE SHEEP 4 FOR DESIGN PRESSURES AND GLASS TYPE9t ••• • • • • • •• I , {' 8.) FOR OPTIONAL FRAME INSTALLATION DEPABS SEE SOFT 3. • • • • • • • • 1 I `0 tttNTtrFI 9.) EXT. &INT. FALSE COLONIAL MUNTINS ARE OPTIONAL✓i AND Ar&:A PPIMI)OW/•SIL"HE • ' 9a BELOW = =8 ° � ,y�/Fp I0.}WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE 1i+ yl AA1101),D • NEETDG RAILS ` •. Y OTHERS), ( �F DET $ __ / Q ��:•' V. k (B ), PRIOR TO WINDOW INSTALLATION. SEE OR AII S •• I B ...0 WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, RBYISSD ',j/ :<t SECTION 11.3.3.3. 6. MaylylDg wUh 11te Florida ;c wL; 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDS BY SIDE XL1MD UNM.• • •• • I if d 4 t7 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYLFs•OF -DADS Lb PRO • WINDOWS USING A MIA -DADS COUNTY APPROyVE�S IN SS C� T.a INT.FALSE C13LM41AL G BUT THE LOWER DESIGN PRESSURE FROM THE WlND4W5 •MU �PApVWUd�pPF)jY i Qc TINS tutE APPLIED W/ TO THE ENTIRE MULLED SYSTEM. ••• • • • • •AV SILICONE AND ARE WIINmw S=WIDTH AlaD hra aM C =i �°� 13.) SSE SHEEP 9 FOR MULLION AYAtLABLE AS OPTUB4AL / 14.) AI.L MEDAL/STEEL IN CONTACT WITH ATTACHMENT oR OTHER DISSIMILAR MATERIALS TO BE EQUAL LITE ELEVATION 'd7sl, PAINTED OR PLATED AND SBAL.L MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. (LIMITED TO LOADS ON SHEET 4 OF B) O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCON W/ 1 1/4' #14 SMS.W/1 1/4' MIN.EMBEDMENT INTO CONC. ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOD. .PT.WOOD BUCKS 8 TO BE REVIEWED BY BLDG,OFFICIAL(TYR) L TED GLASS (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET#1 24 o': FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. FOR MAX.FASTENER SPACING) MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE 1 I/8'MIN. 2 BEDDING COMPOUND m p z D " 'TAPCCN r •'a 'v.' n 18 12 INTERIOR 7 D ° ItA/IN4.EMBEDMENT/INTO CONC. M ro n g �8•''•,•a:4,o• o. 1 1 4'MIN. =•a °' 19 °'(SEE ELEVATION AT SHEET 41 qy .nF14BEDIEt.3T y q. •nFOR MAX.FASTENER SPACING) C F .4 4 Ln ole q•a..,' _- Z v ZO 9 ! 1/4'MIN. 12 12 1 3/4'M[N. Z O t�W ® I S y BED ----- - - 9 a ➢HFlt MIN, EXTERD]R GRADE EDGE DISTANCE q O PERIMETER CAULKING %LY 1' tE'.''.., o 1 Is I I SILICONE ADHESIVE EXT. GRADE EXTERIOR BEDDING COMPOUND CAULK EXTERIOR GRADE }s:,'`as�..c�.w• PERIMETER CAULKING LAMINATED GLASS WINDOW FRAME WIDTH 4 1'MIN. #14 SMS.W/11/4' 1'MIN. 0 D MIN.EMBEDMENT INTO WOOD, DI WNNllOW INSTAI�TION NOTES' j Fy ty INTERIOR (SEE ELEVATION AT SHEET#t I ` p/ 1 O .�• 1NG FOR MAX.FASTENER SPACING) L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. `9,,,( (-S RE 1g GRADE CAULK INSTALLER THE ENTIRE PERIMETER OF FLANGE ` 0 EXTERIOR EXT. GRADE EXT. GRADE BY WINDOW INSTALLER CTYPJ `r\�� CAULK CAULK 2. THE EXPOSED EXT,PERIMETER OF THE WINDOW FRAME TO b t NBC BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK ® BY OTHERS(TYP.) 4 g WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR F+ MASONRY IS LESS THAN 1/8',SHIMS ARE NOT REQUIRED. t , 1 j ANCHORS NOTE: l�11 28 3 I ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., $$ 1 l ' WITH A MINIMUM OF 1 1/4' PENETRATION INTd WOOD OR T i CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) s + 8 8 8 18 21 s g a na O 11 t4 8 •. .i-•r • T 1 • • •14 • • • • etctttettttarrr EXTERIOR GRADE 2 • •• • • PERIMETER CAULKING • • • • •• • 1/4' MAX. €�( ••• • • • SHIM .` ,:.,• , d RODUCTRBVISED e._s,;:.• 4: q. :m• ogeoft •.. auDplgWgwll#(IwNLwida '? "' icy C:r:"•" ,¢ ° •.ds. '! qt!•• • • • •• • im3w1QD •"1` V (�1•j . ""• • • • • nnate '�ot3 a ••• • • an Product Cent pie • ro 'a,B,. ••y `,,, 1 BY OR 2 BY �frlt• 183t13tttt WOOD BUCK yL p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S 814 SILS.M/1 1/4' MIN.EMBEDMENT INTO WOOD. 24 11 (SEE ELEVATION AT SHEET 81 26 r„ 3 FOR MAX FASTENER SPACING) t/4•INx. INTERIOR 6 6 C stmt sPA¢ _ - 'Shct@E OPTI(SSh INTERIOR FINISH DOW,CORKING 099 NOT BY LAWSON IN1xLSTR1E3, SCHNEE-xOREHEAD 5731 .,. ------------------------------ y TRENCO SPECTRADI 2 '•.:..,::•+?•:%1je t.•. ?i?;} .�•.i:i?•}!T.: M I Ey G21 LAZING DEPTH .. < EXT.GRADE HACK BEDHIlS 25 0 p sT r. TO HE APPLIED BOW 5 O w A O w VWDOV FRAME FLANGE BY LAMINATED GLASS COMPOSITION- TYPE 2 ¢x ex INSTALLER(TYA) IrC v y O IY1D1 OIAS9 DIl9CB7PiTON D]AAG LMGLPAI'8 momma T40N 1 !/8'ANNEALED GLASS _ __>:_ __ _ __ Z o p a OW PLASM 0D IN E" - �, s° E LOCK (LATCH AND SWEEP) OPTIONS g a F3 d! o BY OTIC(M t t/a•MUM. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE W c ATED GLASS COMPOSITION-TYPEs -- LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. c tY�t alase»BaMS�rroTI DWAM Lumen momma m 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED a 1 1/e'ANNEALED GLASS = +» >» FOR USE ON ALL WINDOWS. a R OD99'PLASTIC INTERLAYER _.._ N; Kcac to w� EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. � z 3 IIW ANNEALED GLASS N naw• kU EXT.GRADE PERIMETER y 6£ .. CAUJONG NOT BY H 'IAV @I INDIISTRES', 1„1 LAMINATED GLASS COMPOSITION-TYPE 4 C I JAMB ((TTYpa APPLIED BY mMERs m T181f —A* 1D TION DBTAD. tdl@7A'B D) TION � C 1 1/8'ANNEALED GLASS _____- _ STUDCO OVER METAL LATH HARED 7G ai IMII, Np P, EXTERIOR CTIGRADE PLY ARC SHEATECT R 0 0.090'PLASTIC INTERLAYER ____ . . 7D DE SPECIf[ED BY ARCHITECT!�GC. {y� 3 t/0'ANNEALED GLASS -:.na(n• WxTEWGi FO8511 BY OTHERS) NOT BY LAVSON WMWRW-%MHC.WOOD FRAME INSTALLATION D CpF� C W LAMINATED GLASS COMPOSITION -TYPE 5 9- BTABB D PION 118dD, IA{ONA76 1D1✓3!IO@TION TA A 1 L8'HEAT-STREN60ENE0 LASS ALUMINUM MULLION PVB SEE MULLION APPROVALS FOR 8 A X AD, S.D.S. SEE N TYP APPROVALS FOR E OA90'PLASTIC INTERLAYER -_-_ �• ANLLION TYPE.SIZE AP1D MAX. DESIGN TYPE.SIZE AND MAX. FLAT HEAD,PHILLIPS DESIGN PRESSURE LIMITATIONS. 3 1/0'xEA7-STRENGMiEtaEO BASS �aaw• DF910N PRESSURE LIIdRATIONS. (SEE ELEVATION AND (ALUM.0.078"NIR.THICK) W TABLES FOR MIANTITY INTERIOR NOTE:THE LOWER PRESSURES OF SINGLE � AND FASTENER SPACING) 1/4'MAX. HUNG WINDOW OR MULL SHALL GOVERN NOTE:THE LOWER PRESSURES OF SINGLE SHIM 11 O HANG WINDOW OR MULL SHALL GOVERN .* s 12 S.D.S.%T 1/4'SPACING L INTERIOR _x SEE ELEV.FOR SPACING � a 'SD.DcmNE OPTIONS•. s s - DDV CORNING 899 - SCIME-MUREIEAD 5731 g 4 Ob00 TRENCO SPECTRUM 0 NOTE: S GLAZING DEPTH 1.ALL STEEL IN CONTACT WITH ALUM.TO BE PAINTED OR PLATED. fSd INSULATED LAMINATED GLASS COMPOSITION TYPE 8 2 AA)STEEAL LTRUFy-38 KSI MON. x Z m DtB1I aLm DISCIOPM 08'tAX tataNATw r (STEEL IS GA MIN.THICK-0.048-) d d 1 I/8•HEAT-STREMRITENED MASS _ WINDOW FRAME B)ALUMINUM 0083-T5 M. 9 PERIMETER d 8 0.094'PLASTIC HNTERtAYER .va• HUTACtTE PVB EXTERIOR PERIMETER EXTERIOR (ALM 0.078'MIN.THICK) 3 IA3'TEAT-S1RFD6+NTESED GLASS "�- ",��T`••• • • • • ERTERI0t6RA0E �+1J 4 1/4'1NSU.ATED AIR SPACE • • • • • • • PORIMITER CAULKING cyyy t 1)777 S 1/0'ANNEALED GLASS • • •• • • • • • • • i i i i i•i •• r'RAW MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL y �133N°°�� INSULATE6 LASS COMPOSITION 7 TYPE •• • • • •• i.`'•' 7781! U. GLASS I11SC8@YmN DETAILLamm O O•,�,+a 1 I/e'AMNEALED GLASS _ -------- 1 p. 0090'PLASTIC INTERLAYER ($ ,vv iAFLEXON190 ••• • •• • B WOIp1YL�y�lD0 P10tid0 � - •} 3 I/8'ANNEALED GLASS = -(I'• HI•'SmUiA' • • • • • • 1(,�y►_,r.(�I{/'/7E��J }; 4 I/4'INSULATED AIR SPACE - 1I • • • • • •• • • Aa*tomNo S I/8'ANNEALED l9.AS3 now /~ � o�, -;, f .�•!'< ••• • • • • • 1SY M :L' � ` BPm 1K1 Comm M �s.:3I'.I`ty GLAZING DETAILS AND OPTIONS a ••• 0 0 0 000 0 0 DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS 8 +/-Pressures(psf) # +/-Prewres(pso WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb GlassT Y k%\\1 yP• Glass Type Glass Type GlassTypa OlassType Glass Type WIDTH HEIGHT Anchors 4 6 8 g \�\ WIDTH HEIGHT Anchors 2 3 4 6 6 T 19.125 50.625 60.0 80.0 80.0 19.125 ' 28 80.0 80.0 60.0 80.0 80.0 80.0 28.5 50.625 80.0 80.0 80.0 28,5 28 80.0 80.0 60.0 80.0 80.0 80.0 n 1 E- 37 ro 50.625 60.0 80.0 80.0 8 37 28 80.0 80.0 60.0 80.0 80.0 80.0 a m 42. 60.625 80.0 80.0 80.0 4 o t° 48 50.62560.0 80.0 80.0 �•'�• 42 26 80.0 80.0 60.0 80'.0 80.0 80.0 o N d 53.125 50.825 60.0 80.0 80.0 � \ `� 26 80.0 80.0 60.0 80.0 80.0 80.0 �+ h o 53.125 28 80.0 80.0 80.0 80.0 80.0 �.0 19.126 59 80.0 80.0 80.0 z � 26.6 59 60.0 80.0 80.0 18.125 x.375 �.0 80.0 �.0 80.0 80.0 �.0 z �o 37 69 60.0 8U.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 0)Q= 42 69 a 60.0 80.0 80,0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 00 ° wo 48 59 60.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 58 60.0 80.0 80.0 �� 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 � � 0 19.126 63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 $ a 26.8 63 60.0 80.0 80.0 19.126 50.825 80.0 80.0 60.0 80.0 80.0 80.0 37 83 6 60.0 80.0 80.0 28.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 U' 42 83 60.0 80.0 80.0 i..• 37 50.625 80.0 80.0 84.0 80.0 �.0 80.0 z 48 83 60.0 80.0 80.0 / % 42 50,625 6 80.0 80.0 60.0 80.0 80.0 80.0 ts 53.125 83 80.0 80.0 80.0 48 50.625 80.0 80.0 80.0 80.0 80.0 80.0 or 19.125 74.26 60.0 80.0 80.0 53.125 50.625 80.0 60.0 60.0 80.0 80.0 80.0 a �y 26.6 74.25 60.0 80.0 80.0 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 60.0 80.0 80.0 285 59 80.0 80.0 60.0 80.0 80.0 80.0 W a 42 74.26 80.0 80.0 80.0 a' 19.125 78 60.0 80.0 80.0 37 59 6 •80.0 60.0 60.0 80.0 80.0 80.0 C 28.5 78 60.0 80.0 '80.0 �f 42 59 80.0 80.0 80.0 80.0 80.0 80.0 8 48 69 80.0 80.0 - - - 80.0 N 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0' 53.125 69 80.0 80.0 - - - 80.0 +7 DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/4H VENTS ,• 19.125 63 80.0 80.0 60.0 80.0 80.0 60.0 z %/ , 28.5 63 80.0 80.0 80.0 80.0 Bao 80.0 �z # +/.Pressures(psQ ♦ / 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 60.0 80.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - 80.0 + 19.125 59 60.0 80.0 80,0 63.125 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 �� o 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 x 37 59 8 60.0 80.0 80.0 �� 37 74.25 80.0 80.0 - - - 80.0 42 59 60.0 80.0 80.0 42 74.25 a 80.0 80.0 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - 80.0 s 3 53.125 59 60.0 80.0 80.0 63.125 74.2,5 74.0 77.0 80.0 10 i 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 m 19.125 63 60.0 80.0 80.0 ♦ z z 26.5 63 60.0 80.0 80.0 ♦ .: / 28.5 78 80.0 80.0 60.0 80.0 80.0 80.0 d a 37 63 60.0 80.0 80.0 37 78 8 80.0 79.0 80.0 B 42 78 79.0 78.0 - - 79.0 42 63 60.0 80.0 80.0 48 78 71.0 71.0 71.0 48 63 60.0 • .0 0. • 53.125 63 60.0 • .0 • 0. • •�ORVfI+1GUIRATIONS �`t�t�t►itsttRerd` 19.125 74.25 60.0 8010 E80. r• a`�y9..*• a• F�r.';r 26.5 74.25 60.0 0.000 37 74.25 8 60.0 80.0 % `� RODUCPRI1VIS8042 74.25 60.0 80.0 53.125 74.25 60.0 . .80.0 • • • acl.uoNo19.125 78 60.0 ••80 • • Efl Ell � \26.5 78 60.0 •80. ♦ ♦ diaml We Pcodtm C 37 78 8 60.0 80.0 42 78 59.0790 APPROVED CONFIGURATIONS - EQUAL LITE q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME HEAD F=D MEETING RAIL BILL OF MATERIALS L-7701 L-7704 O � 1TBM # PART # REgD. DESCRIPTION REMARKS 4� 4'I FRANIE TOP CORNER 1 L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM o q qd �o6a 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 1O y Q s09 .062 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 11-1 n—T2• 4 L-7704 I FRAME FIXED MEETING RAI 6063-T6 ALUMINUM o v A o e;` .078— 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 0.oG ;4 Ib6j2 n 1904 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 3 v 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z z6 9yc 0 2.651 mauc uFAn 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-TS ALUMINUM im ax U ti {base-m ) CL- i 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS ,B c 10 FS-040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.K/PHIL. FRAME SILL FRAME JAMB c L-7702 L-7703{0080_960L) 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 O {saes-m AWI�U{[) O t2so--j FPMr JAMB 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP 187'x.230' q 'r 13 PWS-005 AS REQ'D.FIN SEAL WEATHERSTRIP 187'x.350' 6441 I4 PWS-009 AS REQ'D.FIN SEAL WEATHERSTRIP .187'x.310' 2.437 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' ' 16 L-7711 AS REQ'D.GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM a 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 60637T5 ALUMINUM 2643 ldF soo 18 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP {2 X FRAME) t3 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems A w 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM A I 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL f• e 23 x AS REQ'D.GLAZING SILICONE SEE GLAZING Q SHT. 3 g VENT INTERLOCK RAIL VENT BOTTOM RAIL �_,.,,�_�,,, O 24 x 2 Laminated Glass SEE GLAZING DETAILS W 1! VENT JAMB RAIL # L-7705 L-7708 2 O {saes-n u,010H0x J O (Goes-"Awomw) L-7707 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON O (wes-n0 ALUMMX> FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON $ � 27 ■ 2 FRAME SILL FOAM GASKET SELF ADHESIVE o a 1 1 —L37s- -I— `\ O 28 HC-026-1 1 SCREEN FRAME & MESH eAoo ` 3 29 L-7730 1 PRODUCT LABEL 3 06z I VENT TOP CORNER 30 ■ r r x g 2D62 06E '062 u6s 9 ` 31 SM-5504 AS REQ'D.JOINT SEALANT SM-5504 8 8 AS REQ'D.j PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL g 8 �L veu7 Jane aur d ofd VERr TOP VENT SPRING LATCH GLAZING BEAD GLAZING BEAD •�LA•� • 0 • L-7539 L-7708 L-7711 • L-420 • • • • tttrrrrir7r • •• ♦ • • �6� ff7J3 —.062 ("M-10MMMUM> (ease-m gnogn)• (�%Aw�OAk • 9• • �y;L 'u d. ". PRODUCTRBVISOD w ® .Oso .OSO asaompty(egsvltliWePloTlde ul z: . mi ILo � ♦1 Aoi •• •� • ••• • Am NBuffftCodo lib `•'v' n rte--• ,-�: :. 391 •�• . . l•q ) . . -.773-- • •• i • • Awnt do Prodaq contsoi`� `'i •• •-Li .✓"- .773 ••i • • • •• • • 69e — 4� FRAME & SASH CORNER DETAILS (Oess—m AUWM) pa L 6 A • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • MIAMUDADE MIA14II DADS COUNTY ME 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)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.eov/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 11811--7700(Flange Frame)"Aluminum Single Bung 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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logp- tx, state, series, and following statement: "Miami-Dade County Product Control ApproveQ", 01pss othtn0fse noted'••;• herein. •• • : •••• ♦• RENEWAL of this NOA shall be considered after a renewal application has beam 4@4 and there has bev no change in the applicable building code negatively affecting the performance of this4product.••••• :"". TERMINATION of this NOA will occur after the expiration date or if there has B68A a revisi5fi* changV;•". in the materials,use, and/or manufacture of the product or process.Misuse of th*S.WA as A mdowseme t*0 0• of any product, for sales, advertising or any other purposes shall automatically tgl;� ate this NOA.Failure .• to comply with any section of this NOA shall be cause for termination and removal.ofTTpA. . 0000:0 000 . ADVERTISEMENT: The NOA number preceded by the words Miami-DJde.Epunty,0 0Flor.ida, aid... followed by the expiration date may be displayed in advertising literature. If any pohion Qf'tW:40A is • displayed,then it shall be done in its entirety. 00 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.10 &MMIAMMI&M UNTY Y ."qr:a) Expiration Date: December 27,2016 } MEW EQ 3�t Approval Date: November 06,2014 Page i . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subinitted under pervious NOA No. 49-0746.09) 2. Drawing No. L7700-0901, titled "Series 7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with 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 aluminium single hung fin window,prepared by Hurricane Engineering&Testing,Inc.,all Test Reports No.'s HETI-09-2530A and HETI-09-2530H, dated 03/02/09, signed and sealed by Candido F. Font,P. E. (Submitted under pervious NOA No. 09-4746.49) 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,Loadingpe;F.BC TX6262 94••••;• along with marked up drawings and installation diagram of att MuN u-1 SmDle hung fin window,prepared by hurricane Engineering&Testing,� .Test RepQits No.'s ••• HETI-08-2003 C,HETI. 08-2004 A,HE T"8-2060 A,HETI,08-2060.Bg """ HETI-08-2061 A,HETI-08-2061 B,HETI--08-2062 A,HbFI48-20$1•19;• **:*Go HETI-0$2063A,HETI-08-2063B,HETI-08-2064A and YMT ;-08—ZX4E, dated 03/15/08,signed and sealed by Candido F.Font,P. E. • (Submtitted tinder NOA No. 08-4825.17) . ' ' ' . . . . ...... 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 ••• 0•••�• 0�•�• 2) Uniform Static Air Pressure Test,Loading per FBC TAS;L�tj2--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 an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P. E. (Subinitted under previous NOA No. 01-1009.01) Jaime D.Gas oc n,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No, 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex UP 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 FVCr Edii oen (2014},'•' issued by manufacturer,dated 09/02/14, signed and sealed by T.4=as J. Sat(4 P.E.:....: 2. Department of State Certification of LAWSON INDUSTRiTSp aNC. as-a-Vr profit... corporation, active and organized under the laws of the eSVe:of Fjexidv. dated:••• 04/11/14 and filed at the Secretary of State. " " " .0 3. Statement letter of conformance, complying with FBC-20110d;tell 01/754 , signg4�;: and sealed by Thomas J. Sotos,P.E. """ (Submitted under previous NOA No.12--01.27.16) :00.0: • 000• • 4. Statement letter of no financial interest, dated 05/28/09, signed and sealecr by Thomas J. Sotos,P.E. (Submitted under previous NOA No.11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 1-1-0705.09) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0905.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 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 NOA No. 09-0706.09) , 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-0$2004 A,HETI-08-2060 A,HE T"8-2060 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-082064B,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 FTL-2987 and FTL---2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P. E. (Submitted underprevious NOA No. 0.1-0406.08) .... G. OTHERS . • . 0000 000000 1. Notice of Acceptance No. 12-0127.16, issued to Lawson f�is4ies, �c�•f9r their •; Series "SH-7700 (Flange Frame) Aluminum Single Hurl '3Mndow"'L.M.I.",*0 0 approved on 03/29/12 and expiring on 12/27/16. 0 0 0 0000 0000 .0 .0000. . 00 0 9 0000 0000 90.99 90.00. 90 . 999.. 0000 . . 0000.. 0000.. . 0000.. ....99 . . 0000.. 00 0 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.1 -0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014. E-3 48' 53.125' S3I8S• INSTALLATION ANC1M WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHOR& WINDOW FLANGE FRAME WIDTH W 4 MAX.AT FRAME HEAD W 4 MAX AT FRAME READ W NONE PER FRAME SILL �#4) l3 3/4' INSTALLATODI ANCHORS. (�NONE PER FRAi�SILL 13 3/4' + O p --- W 4 MAX AT FRAME HEAD 10 15/16' y W FRAME JAMBS(SEE SHEETA 1 MAX OAC,I <!D HOME PER FRAME SILL MAX n.c. Al (O FRAME P=SEE SfffET 04) �{ MAX.0.C. b• O t$a G G. =FRAME JAMBS CSEE SHEET B4) 6• Q 6'NAL CORNERS 6• 6ALL CORNERS „ s M 01 y M D.L.O.\ I — i{ A '� �I & < w M b =�bs s t8 j }I II c o ______ � �__- A /�} 9 3/8' II ; ID 1/4' -- -tV�/- -- tp —1�/ a /// z MAX ABOVE ' 0 � 10 X16' ✓/ S' 0 ___I�j •__}I o 0 2 •Z 4 MEETING RAILS _ _ qq B i li Max.}k.L.O.Wid __$ M° D.t_O.V th a}148 it 1q id S n. Zi li BAT r 52 > 6'MEETING 3 g MEETS iii333 RAgS »> 9 7/8' -- > MAX HELOV } ! •� ] 10 3/1 4' n / x$ / MAX.BELOW _- yy ` 777 MEETING RA0.L tl U J — N x0 uA e � d 6' 11 6.1AX 6-11AX. O +MA)( ' t�11 1 (�' C EXT.&WT.FALSE COLONIAL C' W 0. EXT.&]NT.FALSE ClIL13NW S2fE.9' MLBNTINS ARE APPLIED V/ �_,Aesl p MUNTINS ARE APPLIED V/ 471]00' V/SILICONE AND ARE V/SILICONE AND ARE 4' V BIlC1C WIDTH VIN�W BACK WIDTH AVAD_AIM F AS OPTIDNAL. WINDOW BUCK WIDTH � AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION ;)j I. P� •INCLUDES UN—EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) (11IMM TO LOADS ON SHEET 4 OF 6) t (LIMITED TO LOADS ON SHEET 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME Z .General Notes: 1.)THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS s312s OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE DNSTALLATM N AMCHM VD DOW FLANGE FRAME WIDTH VELOCITY (HYHZ)AND ASTM 1500-02. THIS PRODUCT IS IMPACT 11EglSIANT. W 4 MAX AT FRAME IDAD (SHUTTERS NOT REQUIRED) Z FRANIDEM JAMBS<SHEET- A i3 3/4• --.MAX O.C. $ 2.) WOOD DUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING 8» RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS CAL AT ' 886 Eg OF 2014 F.H.C. &TO BE REVIEWED BY BUILDING OFFICIAL. 6' � E $ 3.)ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW 31263 I Mn O.L.O. s s ARE NOT TO EXCERD THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED =}=48/1 1 ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE s 9 us ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND �8 � A � E TO HE REVIEWED BY BUILDING OFFICIAL. . b.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SHE SHEAT#3), AND FOR USE WITH DOUBLE GLAZE § !bS § d as LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3). 1 XKi 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. }_RAtI R y j 7.) SEE SHEEP 4 FOR DESIGN PRESSURES AND GLASS TYPES. •• ••• • • n • •• tl I} t d3 $$ 73S 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. • ••• i •W••` " m t°°ICIFIiurF� 9J EXT. &INT. FALSE COLONIAL HUNT=ARE OPTIONAL&AND ARE APPLIED W/ SILICIIINE •• • • • ••4}�)( �tOV = �-g� a°°°t # ��V�isi 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANC D • • • • • NNEETIFD•ALL / o X40•.•••••••, !�s'o (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g2 FOR DETAIL&N0� ••• •• • •I •• =_ / �' ii g e WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FEC CHAPTER 24, 11 I� g ROOMTRBVISED 'rn, O C ; SECTION 11.3.3.3. 4' 4%uDDI1lOBwith the Modde :Z C4 w cc; 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDS MULLED UNITS • ••• ••• MA CO& (}Q�it `f' ¢ 0 t 12.) MULLLNG SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-RADE COUNTY 2PF&O • • • • • • C hoMum D° �lo o WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE A�PT�.S • f& F SE • • / - '' ' ':, G'> BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL Wild,AW4Y ' BI' �D•/• • • 52J2s jag )TO THE ENTIRE MULLED SYSTEM. ••• • AVRLLARLENRS OPTIMAL} • EQUWD1_ww WIDTHAL LITE ELEVATION A10 d°I>ru ectcomm 41; 14.) ' 13. SEE S1lBET 3 FOR MULLION METAL ATTACHMENT DETAILS & OPTIONS. 14.) AL.L MBTAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (nUM TO LOADS ON SHEET 4 OF 6) � PAINTED OR PLATED AND SHALL.MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCON W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY 1114 SHS.W/1 1/4' MSN. EMBEDMENT INTO CI1NC. MDL EMBEDMENT INTO VOOA TED GLASS ,11,..., .PT.WOOD BUCKS (SEE ELEVATION AT SHEET 1k1 & TO REVIEWED BY BLDG OFFICIAL CTYPJ CSEE ELEVATION AT SHEET 91lit FOR MAX. FASTENER SPACING) - —PIT WOOD BUCK NOT BY LAWSON IND. FOR MAX FASTENER SPACING) MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE o 1 1/8MIN. 23 BEDDING COMPOUND m p Z 00 LUUL12 INTERIOR }/4'TAPCON W/1 1/4' 'v•'n o' n 18 Y 19 MRI EMBEDMENT INTO ClINC. 1 1 4'MD(. :o "'' (SEE ELEVATHIN AT SHEET 41 o N< s .••p.4: a-♦ .o AEMB DMENT. d: FOR MAX FASTENER SPACING) O _ -- - - - ---- 9 ...: N V= q oma•>. 1 I/B'MIN. oD�a w EXTERIOR GRADE a _ _ -- :•e a EDGE DISTANCE U t� e. PERIMETER CAULKING N ';. SO.ICONE ADHESIVE EXT.GRADE EXTERIOR ' BEDDING COMPOUND CAULK EXTERIOR GRAD PERIMETER CAULKING LAMINATED GLASS WINDOW FRAME WIDTH H m 4 qq V MIN, 1114 S.PoS,W/1 1/4' 1'MDV. •'d DGE DIST MIN.EMBEDMENT INTO WOOD. DIST WINDOW INSTAL" NOTES: INTERIOR (SEE ELEVATION AT SHEET 111 1.THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. a DSI' FOR MAX FASTENER SPACING) W R�ATLS ' ig GRADE CAULK THROUGHOUT THE ENTITLE PERIMETER OF FLANGE i•tC4 On EXTERIOR EXT. GRADE EXT. GRADE BY WINDOW INSTALLER CTYPJ t CAULK CAULK 2.THE EXPOSED EXT,PERIMETER 6F THE WINDOW FRAME TO p O I I MIN. BE SEALED W/ AN APP�VED EXTERIOR GRAD CAULK BY OTHERS CTYPJ j B` 4 5Nmrl� •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR g O Al MASONRY 19 LESS THAN 1/8',SHIMS ARE NOT REQUIRED. y ' H 1 � ' ANCHORS NOTE: ANCHORS TO BE B12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., 9q e WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR T CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FUR p 19 QUANTITIES REQUIRED) s B � � 3 8 8 _ 18 - 21 z z m e e a � O 8 11 14 EXTERGRADE PERIMESD ER CAIA.KING 2 •• • •••4,M4?( • ••• '```y I.tKtaatt Jf,d 6 3F. TYP ROAUL"FRRYISBD v ',::>a;cc`:• A d: d••::; cauplpin8allktheNlatdn •_ •..:i1.. - v a- 1- '�� +a:a•n'•�. ee.,; d: - ••• ••• • •• • oDmaoNo Y"V . •t,) C•':4;.f ` A. :? EXTCAUwE • •• • • • t • • • t PcodnctConuo p `r -Ji,.1 t•• • • e • • e� y t BY DR C SY sf"fr sltTio%, WOOA BUCK •� Fa • • • • • • • • • • • •• •• • • • •• •• 814 SkL&W/1 1/4' HIM EMBEDMENT INT13 Woulk 26 (SEE ELEVATICK AT MEET#1 4 FOR MAX FASTENER SPACING) 6 6 — —&,X= INTERIOR CA INTERIOR FINISH;�— — ID G C% 'SUICME OP710W, DWT alk T Wo, ��E #' SPACINGI a. MW CORKIM 6" NOT BY LAVSW RiEl,� "00 C, St"IEEIREHEAD 5721 a --------------------------------- 14 ohoo*j I E. TRENCO SPECIRUX 2 W; E 25 21 GRADE BAC K BEDIXING GLAZING TOXYBE APPLIED MIND 0 WINIOW FRAME FLAME BY 5 A. INSTALLER(TYP.) LAMINATED GURN COMPOSITION TYPE 2 ex ex MW GIASS thumTs ossmamm L'W MWAM 2! "w PLASTIC INT A36y± - -- fr =P Br-murw WEATHERPRaW LOCK (LATCH AND SWEEP) OPTION wx 1/0'ANNEALED GLASS pomism i 2 BY OTHERS 0 77 J. WM EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LUMTED GLASS COMPOSITION-TYPE 3 LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. Dam LUUNM 92scurm 2. BOTH ME CAST AND NYLON CAM LOCKS ARE QUALIFIED —1 FOR USE ON ALL WINDOWS. 4WIT-f- EXTERIOR S. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 3 ire'ANNEALED CA.ASS eaw PLASTID Wn I lly,—Amr— u -rTi7v=4 EXT,GRADE PERIMETER ) CAULKING MIT BY z LAMINATED cuCOMPOSITION-T 4 jamtmTYPJ �BY OFFERS ts 6W—Af#WA—=GU STUml am KET&LATH MAILED TO .SHE, MACITE PV% EXTERIOR GRAM AW PLASTIC INT TO. IF.BY ARCKITECTIRMrM 3 Dy 1 Dr'IPLIMIM QXTERMR FINUIM"Y OTHERS,Ire'ANNEALED ANNEALED au WT 13Y LAWSON DMUSTRIES,M z WOOD FRAME INSTAUAnON DETAIL LAMINATED GLASS COMPOEFrLON -TYPE 5 M DINSOM ALUMINUM MULLION I GIW WAT-STRIM I P1 DOW PLASTIC LNTI SEE MULLION APPROVALS FOR #12 x 3/4,S-m SEE MULLION APPROVALS FOR MULLION TYPE,SIZE AND MAX. FLAT HEM,PHILLIPS. MULLION TYPE.SIZE AND MAX. DESIGN PRESSURE LIMMATIONS (SEE ELEVATUIN AND DESIGN PRESSURE LIMITATIONS. L/ir NEAT-STREN% (ALML 0.078-MIN.THICK)- W TABLES FOR QUANTITY INTERIOR NOTE:THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) 1/4,MAX HUNG WINDOW OR MULL SHALL GOVERN NOTE:THE LOWER PRESSURES OF SINGLE SHIM 0 HUNG WNWVI OR MULL SHALL GOVERN 11 SPACING L INTERIOR ELEV.FOR DOW CORNBIG SIM SCHKE-MORE'READ 57M 4 TREKC0 SPEeTRtM 2 NOTE: SLAM DEPTH 1.ALL STEEL U4 CONTACT WITH ALUM.TO BE PAINTED OR PLATED. METAL STRUCTURES, INSULATED LAMINATED2.ATED GLASS COMPOSITION TYPE 6 A)STEEL:Fy z 36 KSI MIN Elm _QLAM=cRwm , wo— I-- (STEEL 18 GAL IN.THICK-O.M-) .4 .1 I LM HEAT-STRENWENOO.ASSAFEM6.= --- I I I PERDJETER� \—WMM FRAME 8)ALUMINUM 6063-T5 MIN. 9 44W PLASTIC RITERLAVER —Z.I SJTA=PVB EXTERIOR2 SEALANTMMOR (ALUM.0.078-MIN.THICK) A Tl 3 IAV HEAT-STREPKMENED 11, muff. 4t*E"IRAjt__&� 0 0 00 5 W 9*MALrg GLAU 0 PERIMETEFPCA"#G 0 * 0 0 0 tap. 00 • o: 04FUj AAA BEAM METAL STRUCTURE ATTACHMENT DETAIL '%t 00 0.0 INSULATED LlIMENATO GLASS COMPOSInON TV00 o.: 0: . R 7 • U. u, rraw QLASS DESMUMN I LAP ANNEAMID GLAW .. ........... pRODUCTREVISSID z BG oomPIYWBtYDk ftMtfda 2 CAW PLASTIC INTERLAYER— mv sAF=P" 00 0:4 00: 000 0*0 00 tic 3 VV ANNEALED M= Br-SmAffIA, 0 AwcpW"No 4 1/4'INSULATED ADL SPACE 0 00 : 0 .0 0 :00 5 IM ANNEALED GLASS ozw 00: :0 000 000 *so 000 Mia aJDiwo el Cmdto GLAZING DETAILS AND OPTIONS c Na • o o o . 0:0 • :0 •0:• 1.0 :0 • DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PS17-EQUAL UrEWINDOWS # +/-Pressures(psI). # +/. (PSO W INDOW Jam b Glass Type Glass Type Glass Type \\ WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type po WIDTH HEIGHT Anchors 4 S 6 \%\ WIDTH HEIGHT Anchors 2 3 4 6 6 7 �o q 19.125 50.625 60.0 80.0 80.0 19.125 ' 28 80.0 80.0 60.0 80.0 80.0 80.0 0 +q 26.5 50.625 60.0 80.0 80.026.5 28 80.0 89.0 80.0 80.0 80 M .0 BD.O to rn E. • 37 60.625 60.0 80.0 80.0 <m r U .0 80.0 80.0 80.0 80.0 BD.O 42 60.625 60.0 80.0 80.0 4 c m 48 50.625 60.0 80.0 80.0 �• 42 28 80.0 80.0 80.0 80.0 80.0 80.0 \��`\ 48 26 80.0 80.0 60.0 80.0 80.0 80.0 53.125 60.825 60.0 80.0 80.0 \JI\\ $4 y 19.126 59 60.0 80.0 80.0 53.125 26 80.0 50.0 80.0 80.0 80.0 80.0 z 26.5 59 60.0 80.0 80.0 19.125 38.375 80.0 80.0 80.0 SD.0 80.0 80.0 0§Z A 0 37 69 6 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 nz 42 59 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 c 48 59 60.0 80.0 80.0 ./ 42 38.375 80.0 80.0 80.0 80.0 80.0 80.0 t 0 53.125 59 60.0 80.0 1 80.0 i%` 48 38.375 80.0 80.0 60.0 80.o 80.0 80.0 19.126 63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 89.0 89.0 80.0 .a 26.6 63 60.0 80.0 80.0 18.125 60.825 80.0 80.0 60.0 80.0 80.0 80.0 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 42 63 60.0 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 ��3r1 48 63 60.0 80.0 80.0 // % 42 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 z 53.125 63 60.0 80.0 80.0 1 48 50,825 80,0 80,0 60.0 80.0 80.0 80.0 is 19.125 74.25 60.0 80.0 80.0 53,125 50,625 80,0 80.0 60.0 80.0 80.0 80.0 p 28.6 74.25 60.0 80.0 80.0 C 8 19.125 59 80.0 89.0 80.0 80.0 80.0 80.0 37 74.25 60.0 80.0 80.0 28.5 59 80.0 80.0 60.0 80.0 80.0 80.0 a 42 74.25 60.0 80.0 80.0 37 59 •80.0 80.0 80.0 80.0 80.0 80.0 19.125 78 60.0 80.0 80.0 6 26.6 78 8 60.0 80.0 80.0 �j 42 59 80.0 80.0 80.0 80.0 80.0 B00 37 78 60.0 80.0 80.0 48 59 89.0 80.0 - B0 0 I p 42 78 59.0 79.0 79.0 53.125 59 89.0 80.0 80.0 DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/4H VENTS ,, 19.125 63 80.0 80.0 60.0 80.0 $0.o 80.0 a 28.5 83 80.0 80.0 80.0 80.0 80.0 80.0 �Zi # +/.Pressures(pso / / 37 63 80.0 80.0 00.0 80.0 80.0 80.0 WINDOW Jamb Glass Typo Glass Type Glass Type 42 63 6 80.0 80.0 60.0 80.0 00.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 03 80.0 89.0 - - - 80.0 19.125 59 60.0 80.0 80.0 53.125 63 80.0 80.0 - - so.o � 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 $ 26.5 74.25 80.0 80.0 00.0 80.0 80.0 80.0 37 59 6 60.0 80.0 80.0 ef% 37 74.25 e9.o 80.0 - 80.0 42 59 60.0 50.0 80.0 42 74.25 7 80.0 80.0 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - 89.0 s y 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 - 80.0 19.125 63 60.0 80.0 80.0 r'j 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 z 26.5 77 80.0 80.0 60.0 80.0 80.0 80.0 a 2fi.5 63 80.0 80.0 80.0 / .: 37 63 60.0 80.0 80.0 37 78 8 70.0 79.0 89.0 B 42 78 79.0 79.0 - - 79.0 42 63 60.0 80.0 80.0 4g 78 71.0 71.0 - 71.0 48 63 60.0 80.0 80.0 0 • 53.125 63 60.0 80.0 80.0 OONFIGURATIO1iJ i i i i i ,tttj,,Slittrrrre,t 19.125 74.25 60.0 80.0 80.0 UN+EQUA)s IATF� • .;°`�" * H�3 i"; 26.5 74.25 60.0 80.0 80.0 0 41 000 00 0y •.•• 37 74.25 8 60.0 80.0 80.0 txTxavlseD ..s H �o c'."Q s'•. 42 74.25 60.0 80.0 80.0 ,d a�lr�oao`�t� 53.125 74.25 60.0 80.0 80.0 • ••• ••• cccpbutcoNo �7. 19.125 78 60.0 80.0 80.0 • • i •• i �'i�• j j �. � 26.5 78 8 60.0 80.0 80.0 i i• ••• •f •• • / \ diumt ProductcoMmt 37 78 60.0 80.0 80.0 <<<«141 ta:+s1'9 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL LITE p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 O � ITEM # PART #I REQD. DESCRIPTION REMARKS U4 tAs4--� FRAME TOP CORNER 1 L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM o Q 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM A y sob .062 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM �' a zzes 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM o&.. a ole— 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM ® u) 1!04 6 L-7706 1 VENT BOTTOM(LATCH) RAIL 6063-T6 ALUMINUM 3 2 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z 6 Bic 0 86s1� FRAME HEAD 8 L-7708 AS REWD. GLAZING BEAD ( 3/6' ) 6063-T5 ALUMINUM x v (om-T6 Acuul" ) 9 FS-006 JAS REQ'D, FRAME ASSEMBLY SCREWS #8 X 3/4' RK PHILI IP al c 10 FS-040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.K/PHIL. FRAME SILL FRAME JAMB $ L-7702 L-7703(OM-11 AMMM) 11 L-7531 AS REQ'D, BULB VINYL WTS'P 1/4' DIA. BULB #3033 O (Sass-m AiAINNUI[i O Izso---{ teras.IAMB 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP 187'x,230' A .i 13 PWS-005 AS REQ'D,FIN SEAL WEATHERSTRIP .187'x.350' o —1.441 14 PWS-009 AS REQ'D.FIN SEAL WEATHERSTRIP ,187'w310' 2.437 - 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 JAS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM m 17 L-4204 AS REQ'D.GLAZING BEAD - RADIUS 60637T5 ALUMINUM C/)N e z.643 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) t� soo 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) „ IG A62 .-..�`.._.,pso •sc6 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems '------ 2713 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 1 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL kl 9 23 x AS REQ'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL FMz e_"L(aft-76-7624 >� 2 Laminated Glass SEE GLAZING DETAILS L-7705 L-7700 2 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON !! O (Ma-"AMOK) O (acr6M-ToNAtm+w> (L-77(aft-76allmlult • ) FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON �' 27 • 2 FRAME SILL FOAM GASKET SELF ADHESIVE o a_ � $ 1 i375—I— $O 2B HC-026-1 1 SCREEN FRAME & MESH $ qg g .� 29 L-7730 I PRODUCT LABEL s s 4 +S o62 2600 VENT TOP CORNER 3ID0 r • ■ a w as6z 06E ae U65 g 31 SM-5504 AS REQ'D,JOINT SEALANT SM-5504 8 E 32 ■- AS REQ'Dj PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL g g•ffi� td z y0D 1838 VENT JAMB RAIL $< g } YEM•1DP RAR � 3 GLAZING BEAD gd VENT 3PRING LATCH GLAZING BEAD GLAZING BEAD • • • • • • • •• L-7638 L-7708 L-7711 L-4204 �i i •• i i i i 1``�tigntreu7AA+s x.062 (SM-16 AUA MW) (SM-16 AMMMU (s069-m AUIIRNUIf •• • • • • •• a�A.;' PRODDCf RBVI$BD .vj ziu Lpg0 1L6Plotlda + I i, ••• • •• • 113 .391 4 • • • • • • p0p ''�y 1 us J.4. TTM R.773 •• • • • • • • • •••• • • • • •FRAME & SASH CORNER DETAILS ipa etr (Sass-m AUM M) a • • • • • • • MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11845 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.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 114200/6200 Flange—Frame"Aluminum Fixed Window--L.M.I. ease APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-420W00 Flfiige-Frame*•••;• Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision 'A" dated NA18/14 '. prepared by manufacturer, signed and sealed b Thomas J. Sotos,P. E., bearin ..t1��iami—Dade County. Product Control Section Revision stamp with the Notice of Acceptance number aruiX-Xpiration.d44 by the••••; Miami—Dade County Product Control Section. 000000 a 6.e a MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 00:00: ;.e •0 00000 LABELING: Each unit shall bear a permanent label with the manufacturer's ;a9g,pr logo, city, state- . series, and following statement: "Miami—Dade County Product Control Approved", d Ass otherwise noted...:. herein. a e a • •6086• RENEWAL of this NOA shall be considered after a renewal application has been fded'and thdre is beerf no change in the applicable building code negatively affecting the performance of this product. " TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically--terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 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: rC NOA No.14-0908.18 MIAMFRADBCOUNTY �<< 1` Expiration Date: August 22,2017 Approval Date: December 11,2014 Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 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 rectangula.1-1 a•jircular arch--- and an elliptical arch fin-fiame fixed window, PrepAwd by'•H'urricariY, "V Engineering & Testing,,Inc., Test Reports No.'s HETI49 22614, dated-VW04/09, •• HETI-09-2612, dated 09/02/09, HETI 09-2586, dated 07(x. O. HETI.09-2584, dated 07/10/09,HETI-09-2582, dated 07/10/09,HETI-09-25"and dated 67/10/00,••• all signed and sealed by Candido F.Font,P.E. •••• •••• ••;••. (Submitted under previous NOA No. 12-0307.06) 00:00: •:••• •• 00 00000•••• 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading.*2*%*tPC,1rAS,102-94•••;:• along with marked-up drawings and installation diagtanf bf a. reaangulau..:. fin-frame fixed window, prepared by Hurricane Engineprigg.& `lfesthng, Inc;....: Test Reports No.'s HETI-092613, dated 09/04/09, AET1-09 26=,: dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09 2581, dated 0I/90/09 and HETI-09-2579, dated 07/10/09,all signed and sealed by Candido F. Font,P.E. (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 HETI43-1776,dated 01/30/03,all signed and sealed by Rafael Droz--Seda, P.E. (Submitted under previous NOA No. 03-0327.1.1) Jaime D.Gascon,P.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 fir-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. 03-0327.11) 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. (Submitted under previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 .... 2) Cyclic Wind Pressure Loading per FBC,T:kS.3g394•••••• ••••;• along with marked—up drawings and installation diagram of a YBctengulay--,tr6rcular •. . .. . arch— and an elliptical arch fm—frame fixed window, .p-•..�. .�ed by • urrican.e.... • Engineering & Testing, Inc., Test Reports No.'s HETI42;j1$8, date4.P.4/08/0j,•••; HETI-01-1.].03, dated 02/12/02 and HETI-01-1098, dated W/44702, aN signed and••• sealed by Hector Medina,P.E. ••;••; ;•• •• ••••• (Submitted under previous NOA No. 02--0701.01) •• •• of• ••••:• C. CALCULATIONS 0 0 •""' 1. Anchor verification calculations and structural analysis,•eemplying.-wilt FBG;••• prepared by manufacturer, dated 03/01/12, signed and sealed by ThomN J'Sotos, P.E. (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. Fi- 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. 134129:27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®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 complying with FBC 51h 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, datetr VV02/12, 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-4%41614, dated 009/04/09,••• HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 071t6f0'2, HE7P-V%-2584, • dated 07/10/09, HETI 09 2582, dated 07/10/09, HETI-09'25$0, datetrtTl/10/09•:'•• HETI-09 2613, dated 09/04/09,HETI-09-2611,dated 0910w`Q9,HElrIL-•{a9-258*5,•••• dated 07/10/09,HETI-09 2581, dated 07/10/09 and HETI-49.2529, dated,07/10/09, .• all issued by Hurricane Engineering& Testing, Inc., signed and sealed by.��lido F?--:- Font, r••:-Font,P.E. (Submitted tsnderprevivuSNO,%No..P2-0307,06;....: 6. Laboratory compliance letter for Test Reports No.'s HETI IV4010 daW.4 U*05/11, HETI--11--3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated.01/30/03, HETI43-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHER$ 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" AIuminum Fixed Window -L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22;2017 Approval Date: December 11,2014 E-3 p7p4../000' SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME WIN 70.81WIDTH A.L. OPG. W MAXc APPROVED WINDOW ELEVATIONS (LM.IME= 6'MAX.TYP. ,:2 1 r I ii AT CORNERS Q m VDiDGV L VINDOY DIGHT VINmv HEIGHTZ1 I us ��VINDOL! o�mC7 Z Z 6 0—M �� 4 C3(n3 /' . 'n ,R W T Vl N VINDw WIDTH VINWV WIDTH II �i m o. a .� oUARTEH-ROUND ELEVATION [ PRODUCTREVISEDbA HA G_ RIO TYPI.� FVATIWI ORCHID PICnIRE WINDOW 3 as cr�PIYIN Wkham Fla f1 i1 if t I EAoceImNo {•J .',�, o E, �' c c+2� w U �- �DH EXT.&INT.FALSE COLONIAL WINDOW L vINDDW wmwV HEIGHT TYPICAL ELEVATION MUNTINS ARE APPLIED vi c I LE TESTED UNIT W SILICONE AND ARE ts 9_ i_ AVAILABLE AS OPTIOMAL w d vDmDv �� MMA MUM GLASS AREA TESTED APPLIES TO o o 0 —U vwDw VIDTH GLASS TYPES: E. F. J. K AND L. - SEE C I�-�vI�H DESIGN LOAD CAPACITY TABLES ON SHEET 4 WIPIDOWS ARE LM, IMPACT a HEXAGON TYPICAL ElEvanON MCIANGU R TYPICAL ELM= FOR SIZE LIMITATIONS OF EACH GLASS TYPE. - souaRE PICTURE WNDOtlY ELEvanaN 9$UTTEIi3 NOT Imm APPROVEDMI-DADE COUNTY H N F General Notes: 1 WINDDW MIGHT WINDOW,�G. 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS WIImw I¢tGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE Q— HT' VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. v�INmTMv •(SHUTTERS NOT REQUIRED) e WINDOW WIDTH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING m EARL ROUND TYPICAL ELEVATION �WDmw vtmH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS a IB o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL RECTANGULAR TYPIC-AL ELBMM SQUARE P[CM WINDOW EI RVATON 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND vDmw HEIIDIT W. vIN®v r¢ FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN: e LEG HT. x z (BEE SHEET #3 FOR GLASS TYPES AND SHEET /4 FOR MAX. DESIGN PRESSURES). �d P-0 SS��-1 i _ 6.) WINDOWS WITH GLATYPES 'B, C, F. OR G'INSTALLED ABOVE 301t. IN THE HVHZ, THE VMTH v>x TM vDrmv I.G. EXTERIOR LIVE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT IEEYE BROW ELEVARON 4�•I•T• • JSTAI" REQUIREMENTS (FBC-2014, Section 2411.3.3.7). OVAL rAWLL ELEvanoN • • • 0.)IFO10 OATIONAL FRAME INSTALLATION DLTIAUS SEE SHEETS 2 & 5. «� �- SILICONE • 0 0 • 40.)� 13UCKSFALSE INN CCONTA WITHCONCRETES ARE OPTIONAL& AND ARE APPLIED / RETE MUST BE PRESSURE TREATED AND ANCHORED .,.a 3°j1iro •• ••• • • _BV*OT�RS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 5••••.........• •••' 7�N SHAPES AS AtIOWaBLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, •w P SH +•RCAN�yI� SH�p� 10. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. .� VINDOv HEIGHT VDrow� MATHM A' Alt>��1lEE��N.,Jai ) y� a; •11.) MUI.IFN� FIND WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED PRODUCTS SHOW IN DO'AED tINES IND OSTAMG • • C ALLOWABLE LOADS FROPTHGSE • • • U A DADS COUNTY APPROVED MULIdON IN BETWEEN ARE ACCEPTABLE BUT THE SHAPES.PROV"PEF41ETER • • • t"p G SYSTEM.PRESSURE FROM THE WINDOWS OR MUL.IION APPROVAL WILL APPLY YO THE WIDTH FASTENERS ARE AS OE9/I0W•111L • ! vtNmv WIDTHFASTENERS SrZE AND W&CIMG.• • •12.) SEE•HETI A 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. Ll O eea ' OCTAGON TYPICAL ELMMM 'EILIPTICPI°TfPtCA 0"ATMIN 13.) ALL METAL/STEEL.IN CONTACT WITH ALUMINUM OR OTHER DISSIMHA AR MATERIALS TO HE ,0°OetrFc eet►t��,o PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG..CODE. d A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 914 S.N.S.W/1 1/4' 014 SNS,W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY INTO WOOD. PT.W130D BUCKS MIK EMBEDMENT INTO D' TO BE REVIEWED BY BLDG,OFFICIAL(TYP.) r ELEVATION AT SHEET 41 AT (SEE -EVAT! T S=T#1 1716R MAX.FASTENER SPACING) 03 ELSlml - r FOR MAX FASTENER SPACING) W INTERIOR (g)-f ICONE ADHESIVE C, I'MIN* BEDDING COMPOUND z INTERIM FINISH Big 0 NOT By LAWSON INOMRIES, --------------------------- INTMOR LAMINATED GLASS �/4'TAPCON W/1 1/4' co MM EMBEDMENT INTO CWC w.* (SEE ELEVATION AT SHEET 01 EXT.GRADE FDR MAX.FASTENER SPACING) to CAULK 0) G MADE 1 1 4' IN. ex ..-1 1/4171410, '3 Z -V ?-', 3i 2— WINDOW FRAME MAMSE BY EXT TO APKIED REHM BEDNEN is-m I I MOISTURE ....... EDGE DISTANCE Fl I )11F WEATHERPROOF INSTALLER IY" 1 1/8, MIN. BY OTHERS(M. 771 Ak ca OWE WMRJOR CAU EXTERIOREXYERIOR GRADE ---------- --------- -------- - ------ PERIMETER CAULKING : PERIMETER EXT.MAK CmAxm or BY WINDOW FRAME VtDTH- LAWSON DOXMTRUW, m im APPLIED BY OTHERS cl IAMB (TYP.) 11 MIR 014 S.M.S.W/1 1/4' 1/41 TAPCON W/ 1 1/41 STUCCO W42 METAL LATH K41LED TO MIN.EMBEDMENT INTO WOOL MIN. EMBEDMENT INTO CONC. Z. EXTERIOR MADE PLYWOOD SHEATH= (SEE ELEVATION AT SHEET 61 (SEE ELEVATION AT SHEET #1 TO BE SMIFIED BY AKHITEC OR GZ F13R MAX FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD RUCK NOT BY LAWSON IND. (EXTERIM FINISH BY OTIOW / NOT By LAWSON INDUSTRIES,IM MUST SUSTAIN IMPOSED LOADS EXT. GRADE 1 1/8,MIN. CAULK—\, XQ0J) FRAME INSTALLATION DETAIL I I I MIN. b. M EMBEDMENT 4 ,I 2 • EXTERIOR GRADE KING SILICONE ADHESIVE Iy REDDING campOUND CON C. '_ET CING) A-, 7 A27 (ID 10 ==OR INTERIOR WRODW INSTALLATION NOTES: 1/4' MAX. I ggg 1.THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W1 AN EXT. SHIM 10 LAMINATED GLASS GRADE CAULK THROUGH1341T THE ENTIRE PERIMETER OF FLANGE9 0 9TY so BY WINDOW INSTALLER(TYP.) 2. THE EXPOSED EXT,PERIMETER OF THE WINDOW FRAME TO MI . : : : ® m.111111111!p", BE SEALED W/ AN APPROVED EXTERIOR GRACE CAULK • * *00 • 0 4t (4.9. BY OTHERS(TYP.) • 9 Ex.GRADE ....... 09 0:• PERIMETER CAULKING x 'o' •WHEN THE CAP BETWEEN THE WINDOW FRAM AND THE HULK OR EXT. GRADE k-4 MMNRY IS LESS THAN 1/8-, SHIMS ARE NOT REQUIRED, CAl1LK 4 ANCHORS NOTE: 0 dMOR 20Y 0* * 4 ..-PROAUCTUVIUD WMW BINK 0 0 00 Rig dwlqorida ANCHORS TO BE #12 SMS 13R VD. SCREWS INTO WOOD, OR 0 1 1 4 EM TB 1. 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., 00 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 0 9* 0•0 •0 *00 0•0 t CONC. AT 12' D.C. MAX LAMINATED INSULATED GLASS COMPOSITION TYPE B 5 18 LAMINATED GLASS CO OSITION - TYPE A SILICONE 17'8.1 DIR[PTION DETAIL SCHNEE-MOREHEAD SM 5731 `I I1'BM GLASS DESCRIPTION DETAIL DOW CORNING 899 C 1 1/8'ANN.GLASS vi. __._. L� I L/9'ANNEALED GLASS 1 .1/Ir --- ____ TREMCO SPECTRUM 2 �o pq p 2 0090' SAFLEX PVB-SOLUTIA ® -v4• n>,r 2 0.090• BUTACITE PVB-DUPONT `tT 3 1/8'ANNEALED GLASS �' 3 1/8'ANINEALEn GLASS III --- 1 ^ni46• n 0i 4 1/4'INSULATED AIR SPACE LB' "- I ,Q A 5(•) 1/8'ANNEALED OR TEMPERED GLASS T =___-_�_� 8 18 LAMINATED GLASS COMPOSITION - TYPED 8 h 11� LAMINATED o 0 MONOLITHIC G LAMINATED INSULAXED GLASS COMPOSITION TYPE C T= GLASS DESCRIPTLON DETAIL u ; 3 v 1 1/8'HEAT-STRENGHTENED GLASS '''��777''' Z EF q ITEM DESCRIMON DETM• _ GLAZING STOP Z p� 2 0.090' BUTACITE PVB-DUPONT 1 1/81 ANNEALED GLASS inm ____ =• =l 3 1/8'HEAT-STRENGHTENED GLASS 0.34p ® CIRCULAR WOWS. vp� 2 0090'SAFLEX PVB-SOLUTIA ® Iii m x d '" 3 1/81 ANNEALED GLASS 13 32 LAMINATED GLASS COMPOSITION - TYPE E lAtdINATED 3 NA� 4 4 1/4'INSULATED AIR SPACE V8' '==___- DETAIL MONOLITHIC MONOLITHIC 5 at) 3/16'ANNEALED OR TEMPERED GLASS TTEM CLAW DESCRIPTION a 1 3/16'HEAT-STRENGITENED GLASS /8' -� ---- - ---=—= „Aj 04 LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVH-SOLUTIA ins - - ITBM D83CRIP190N DETAn 3 I/8'HEAT-STRENGHTENED GLASS 1 T 6406' 1 1/8'HEAT-STRENGiTENED GLASS �• � 0b00.� 0600' 7 18 LAMINATED GLASS COMPOSITION - TYPE H o ® J/4- GLAZING DEPTH GLAZING DEPTH 2 MM'BUTACITE PVD-mr�!r3 1/8'HEAT-STRENGHTENED GLASS w' = 1 ITEM MASS DESCRIPTION DETAIL d 4 1/4'INSULATED AIR SPACE _"- 1 3/16'ANNEALED GLASS 3/t6• -`=� 2 C C4 5(r)1/8'ANNEALED OR TEMPERED GLASS 2 0090• SAFLEX PVB-SM.UTIA _— -a LAMINATED d L I . 3 3/16'ANNEALED GLASS ••�M- MONOLITHIC G LAMINATED INSULATED GLASS COMPOSITION TYPE G 'SILICONE OPTIONS'- (~ C ITEM DESCHIMON DETAIL - --'- -- DON CORNING 899 110 0 t 1/8•HEAT-STRENGTTEMED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE Y __ -- _ SCHNEE-MOREHEAD 5731 14<1 2 0090'BUTACITE PVB-DUPIDNT —® .v4 MUl GLASS DESCRIPTION DETAIL _- TREMCD SPECTRUM 2 ` 3 1/8'HEAT-STRENGHTENIED GLASS - — 1 3/t6' ANNEALED GLASS - -� Wr W 4 I/4'INSULATED AIR SPACE - 2 0.090'BUTACITE PVH-DUPONT 3n6 -_ --1 GLAZINIG DEPTH �1 . .._---_ 3 3/16' ANNEALED GLASS 5(•)3/16'ANNEALED OR TEMPERED GLASS w LAMINATED INSULATED GLASS COMPOSITION TYPE L 7/16- LAMINATED GLASS COMPOSITION - TYPE d LAMINATED/MONOLITHIC GLASS g 17'EM DESCRIPTION DETAIL tT1iM GLASS DEBCBWTION DETAIL_ TYPICAL GLAZING DETAIL R 1 3/16'HEAT-STRENGHTENED GLASS 3/(6 ._= �'�IF 1 3/16'HEAT-STRENGHTENED CLASS 3— 2 0.090'BUTACITE PVB-DUPONT -® .vs• I 2 mm. SGP-MFW — ..,, 0.460• 3 3/16•HEAT-STRENGHTENED LASS ans• __ -f�T 690• 1 3 3/16'HEAT-STRENGiTENED GLASS 1e3v9 4 1/4.INSULATED AIR SPACE __-_ S S 3/161 TEMPERED GLASS T 7 18 LAMINATED GLASS COMPOSITION - TYPE K Notes: 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. rm GLASS DESCRIPTION DETAIL -� g 4 2.) WINDOWS WITH GLASS TYPES -B, C, F, OR G'INSTALLED 1 3/16'HEAT-STRENWE14ED GLASS ABOVE 30 FT. IN THE HVHZ,THE I.G. EXTERIOR LITE SHALL. 2 0.090' EUTACTTE PVB-DUPONT kqj BE TEMPERED TO COMPLY WITH THE SMAT.L MISSILE IMPACT in6• _.` ___ 1 RESISTANCE REQUIREMENTS (FBC 2010, Section 2411.3.3.7). 3 3/16• HE:T:Tl G♦HTEt�D�iLASS • 6 12 12 • •• •••••• •••••••••• ••• ••• ••••• •••••• 0�0,t•„a0P1yf6gAw0HOmPloslde L/' �J� • J,8 �o.l 'SILICONE OPTIONS', •A,aN� OO°)0 O, o�,F • DN CORNING 899 tt SCHNEE-MOREHEAD 57 •• •• PRODUCTIALVISDO o 0. TRENCO SPECTRUM 21 • •• • LAMINATED LAMINATED INSULATED AT •INSULED • • • GLAZING DEPTH GLAZING DEPTH • c" ,WOpyl AoduaCmnru �°°Ht 1►t,T LAMINATEDANSULATED GLASS TYPICAL GLAZING DETAIL p • • • • • • • • • • ••• • • • ••• • • 4200.8200 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 r4 NMDTH LENGTH A B C D E F G H I J K L WIDTH ILENGTHI A B C D E F G H I J K L N-DP •L +NDP N-DP +/.DP +/-DP +/.DP +/-DP +/-DP +/-DP +1-DP R +/-DP 41-DP +I-DP +)-DP +/-DP +t-DP +/-DP +F DP +1-DP +h DP t/-DP 41-OP O 24" 68 68 88 65 65 68 68 68 78 65 68 19.1/8' 88 88 g8 88 65 88 88 68 78 8b �� q ' 88 88 Be 88 85 88 88 89 68 78 85 88 26-112" 68 68 g8 68 65 as 68 as 68 78 65 68 00 y 38" 88 68 88 Be 65 68 88 as 68 78 65 68 37" 26" 88 68 68 68 85 68 88 68 68 78 65 BB M 1 47 36" 68 BB Be 68 65 68 58 68 68 78 65 BB 48" 88 68 68 68_ 65 as g8 as 'as 78 65 68 �jj.t m w 48• Be 68 Be Be 55 68 68 88 68 78 85 68 53.118" 68 68 88 Be 65 68 68 68 88 78 85 68 92 tO A ° olx.. 4 64' Be 69 68 88 6b BB 68 88 E8 78 86 BB 19-1 ' 8 88 8 BB 68 88 BB T8 85 BB m p of a �' 88 68 68 Bfi 68 88 78 85 8g 28.12` BB Be 88 68 65 BB Be 88 68 78 66 68 4�v 24' 68 88 68 68 65 6B 88 68 68 78 65 68 3T' 38.3/8" 68 BB 88 68 65 as 88 662 682 78 65 66 Io; y M3 68 68 BB 88 65 68 68 68 78 65 88 88 88 88 88 86 88 83.8 838 78 85 68 z 6 o U 36' 88 68 68 Be 65 68 68 88 68 78 65 68 53.118' 88 88 88 68 65 68 88 .8 83.8 78 Z R d 4T 48" 68 68 68 Be 65 68 68 64.7 58.3 78 88 68 ° 48' 8 88 BB 68 65 68 68 56.6 81 76 85 8B 19-1/S 88 88 88 � 88 BS 80 68 78 85 68 28-12° 88 88 88 Be 85 68 68 60 6B 78 86 BB I 64' x x x 88 85 68 Be 56.6 51 78 86 B8 3T 51-5+8" 68 68 68 Be 65 68 88 68.2 662 78 86 68 o �' x x x 88 65 68 Be x x 78 65 88 48" x x x 68 65 68 88 x 51 78 85 ® w 2 68 BB 8 65 68 BB 88 8 8b B8 53.118' x x x 68 65 68 68 x x 78 Bb 68 N 30' 88 g8 8B 88 65 _68 88 68 68 78 85 B8 c 19.118" 68 68 88 Be 65 68 68 88 68 78 65 Be p 38 88 69 88 88 86 BB 88 68 68 78 88 civ 26.12" 88 6B 88 88 65 68 68 68 BB 78 85 69 42' 60" x x x 68 as 68 68 64.7 583 75 85 Be 3T 6,8• 88 68 88 88 M 68 68 x 882 78 65 88 PA 48' x x x Bfi 88 as x x 76 85 88 48" x x x BB 65 68 88 x x 78 65 68 U 0 oz 64^ x x x x 65 x x x x 78 66 68 63,118, x x x x 85 88 x x x 78 85 BB ��111�ri� �3 60' x x x x BS x x x x 78 65 68 /4 1g-1/8' g8 gg 88 86 68 88 88 88 78 85 88 24" 88 8B BB 68 65 BB 68 68 68 78 65 88 D A 3P 88 g808 68 65 68 Be 68 86 78 8b 68 26-12" 68 68 88 Be 66 88 68 BB 68 78 65 68 a 37° 63' x x x 88 6.5 68 68 x 662 78 65 68 36' x x x 8B M BB 88 85.5 66 78 86 86 ' c 0 4 7T x x x x 88 x x X. 78 86 88 `� x x x x BB 66 x x x 78 65 68 c! 6 118" x x x x 65 x x x 78 48' x x x % 65 x x x x 78 ti 64" x x x x 86 x x x x 74.7 65 86 19.1/8' 88 88 6B 88 85 86 88 80 88 78 85 88 I w x x x x 85 x x x x 72 85 88 2612" 88 88 68 66 Bb 88 68 x 88 78 85 BB 24' 68 88 68 68 88 M 7 65 88 3r 7'>" x x x 88 85 88 BB x x 78 85 88 30• B8 Be 65 as 68 88 68 78 as 48' x x x x 65 BB x x x 75.8 85 68 'm 36' x x x 68 65 68 88 64.9 59 78 65 68 53.118" x x x x 65 BB x x x 72 85 68 I 4T 74' x x x x 65 x x x x 78 66 68 19-11W 68 68 68 68 65 68 89 BB 68 78 85 68 48' x x x x 85 x x x x 766 85 88 26.112' 88 BB 88 88 85 88 88 x 68 .78 85 88 Be x x x x 65 x x x x 71.5 86 86 3T 74-114" x x x 88 65 88 58 x x 78 86 68 60' x x x x 85 x x x x 68.7 66 68 4B' x x x x 65 BB x x x 75.2 85 88 24" 88 68 eB 68 Be 68 68 68 88 78 .86 68 53-118" 8g 68 88 x 85 88 x x x 71.6 8b gB 3(' x x x Be 66 68 68 68RE 65 68 a 38' 84" x x x x 65 BB x x as 66 m 42' x x x x 06 x x x 65 68 40' x x x x 66 x x x eb 6e v �y$ 24° 88 BB 68 Be 68 65 68 $$ 30" 86" x x x 88 88 88 x 65 68 g 3� x x x x 85 x X x Bfi 88 S 4T x x x x 65 x x xX. 65 88 24" x x x 88 85 68 BB g8 86 asNotes' 108" x x x x x x x 65 Be 98' x x x x 65 x x x x 74.7 88 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAIL&& SILICONE OPTIONS. 24" x x x BB 68 68 x x 78 65 68 30 120 x x x x 85 x x x x 78 65 Be )K 2.)WINDOWS WITH GLASS TYPES "B, C, F. OR G-INSTALLED 30' x x x x 65 x x x x 74.1 85 88 ABOVE 30 FT. IN THE HYHZ, THE I.G. EXTERIOR LITE SHALL z z BE TEMPERED TO COMPLY WM THE SMALL MISSILE IMPACT < RESISTANCE REQUIREMENTS (FBC-2014, SeGUon 2411.3.3.7). •• • • • • ••• • • • • • • • : : L••• og•'• '•N�g'� • • • • •• • PRODUCT EVISED 61ePlPride w • • •�' • • • • • usoomPlf�B �� ,. .. • • 108- ..: :• .•. •WUYrH •• • ID��r `/ V MLLYND OR PoD94EA�l.ONSLY SHOWN MENTABOVE. "Ilam -PrP.,Cl Cmntml '��'IBi••got& a • • • • • • • • • • ••• • • • ••• • • FRAME M BILL OF MATERIALS FRAME_ c_ B u.n_ � uy�ypq g n�mme,o ITEM PART QUANTITY DESCRIPTION MATERIAL REMARKS ounmc•rwAcs � g 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 1/2•X3-1/2;1swa q A 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - M of t 3 L-7708 4 GLAZING BEAD (3/8" & 13/32° GLASS) 6063-T6 - c m o 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - \ moo p n 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - �� Q 6 L-6211 4 GLAZING BEAD (7/16° GLASS - INSULATED) 6063-T6 - Zo 7 #B X 3/4" 2/ CORNER ASSEMBLY SCREWS P.H. PHILLIPS -\ �, FRAME SILL 14 m W s qqj o m 8 1-4204 AS READ. GLAZING BEAD AT CIRCULAR WDW5. 6063-T5 - FRAME JAM I \� r� G0 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - 7 RECT.OR SQUARE WINDOWS m 10 + AS READ. GLAZING SILICONE • - ,mirwL CORNER CONSTRUCTIONSrLAR WINDOWS c 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1 1/8" X 1/8° X 2" MITER OORNERSa 12 812-25H-357 I AS READ. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O O �U zo FRAME RADIUS JOINT FRAME END CORNER ru WINDOW FRAME EXTRUSION DETAIS FRAME CORNER & JOINT DETARSat ~ SEALANT: fn c 2.643 Lzet •310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED W � �� SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR 1 .040-1 SILICONE 781 391 TYP .28 C 1 on � � 1 pu .808 TYP. J73 1.909 l � 1 ING STOP FRAME HEAD/SILL/JAMB 2 (5%1G 6 GLASS) PPRODDUUCTRBVFSFI RIww Will,Q S2 w a .310 AuaPIm�No 4/(�•,�J G � 850.040 —� FOR � 440—'— _ ,250 MULLION TYPE,SEE MULLION SIZES ANDMAXMARX 0�,� g �� DESIGN PRESSURE LIMITATIONS. .272 A90 ALUMINUM MULLIU•N TAiatat ado Pro Control A A YP. TYP. JrATii E MULLION APPROVALS FOR S R TYP. .773 (ALUM.0.078•NW.THICK) LLION TYPE,SIZE AND MAX. .773 0 l2 X 3/4•S.D.S. SIGN PRESSURE LIMITATIONS NOTE:THE LOWER PRESSURES OF FLAT HEAD,PHILLIPS 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) THE WINDOW wt MULL SHALL GOVERN AT 1E'O.C.MAX. RIOR NOTE:THE LOWER PRESSURES OF (3/8" & 13/32" GLASS) v4'MAX. THE WINDOW OR MULL SHALL GOVERN SHIN x a .310 gg .050 < d Aso INTERIOR •yp 2 12.O.C,MAX. TYR •• • • • • • NOTE: 5 •eea 6 .1133 • • ••• • 1.ALUM.EE DE PLANTED OR PLATED. 4` ........., J�SdVo. INSULATED GLAZING STOP INSULATED GLAZING STOP • • W/ 5/18" LAMINATED GLASS W/ 7/16" LAMINATED GLASS - •• - __ • _ 2.MET�STRUCTUREs •'° �y-36 KSI MONW(STEEL 18 GA.MIN.THICK-0.048' CTYP.�� _ _____ ___ � B)ALUMNUd:6063-T5 MW. W(ALUM.OA76°MIN.THICK) NGoo • • ,Z) • •�FLWi[• •• PEPoML�EEXTERIOR �WINDOW FPAAtE • •`" '' II EXTQRIDR GRAVE �-• • • •• • � T •!•I�` 8 .466-1+-d PERDWIR CAWLKING• • •' • • • • • • ••'Y +° GLAZING STOP (CIRCULAR WOW.) ••i ;;AME )AIILLING•DETAIL•• ••• METAL STRUCTURE ATTACHMENT DETAIL � ,+!••••,•M• a ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI—RADE COUNTY,FLORIDA Eml 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) wwww.miamidade.eov/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 FloofdrByilding Code,including the High Velocity Hurricane Zone. .•• "" " 0•• DESCRIPTION:Series"4200/6200 Flange-Frame"Aluminum Fixed Window„.jVI.I. ' • APPROVAL DOCUMENT: Drawing No. L42004200-1201, titled "Series-4206-A6200 Flange-Frame....; Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revisibhe*A" date0'iti8418/147 prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing thb*ff4iami-Da8e'County*0 • Product Control Section Revision stamp with the Notice of Acceptance number anal- iratio*Nell-by the,,, ,,. Miami-Dade County Product Control Section. :00.000 . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • % 0 ••••'• LABELING: Each unit shall bear a permanent label with the manufacturer's Aams eer logo,a�tX,,State,,••••; series, and following statement: "Miami-Dade County Product Control Approved",unless otheW%c noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically--terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it.shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12--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.1; MIAMFRAUE courtr�r NOA No.14-0908.18 � i `l 1L Expiration Date: August 22,2017 Approval Date: December 11,2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA 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 fn—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,Th§• 0.6 94• •„ •••,• along with marked--up drawings and installation diagram of a xcV.Wgulat-.-j a.dircular.•. • arch and an elliptical arch fin—fiame fixed window, prepared by MurricaiV ... Engineering & Testing;Inc., Test Reports No.'s HETI-09.-P20%, dated*OW04/03, ' HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/1*C/M, HE'Lll�-258 ;;,,• dated 07/10/09,HETI 09--2582, dated 07/10/09,HETI-09-2,5A dat$cr07110/0%..... 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,Loading Pe r xuC,TAS 202-94 ••••; along with marked—up drawings and installation diagram of a •rget4igular fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI 09 2613, dated 09/04/09, 11M-09 2611, dated 09/04/09, HETI09 2585, dated 07/10/09, HETI-09 2581, dated 07/10/09 and HETI-09-2579,dated 07/10/09, all signed and sealed by Candido F.Font,P.E. (Submitted under 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 HETI434778, dated 01/30/03, HETI434779, dated 01/30/03 and HETI-034776,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,P.R. 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 fm-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI43-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz-Seda,P. E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per 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 HETI42-1215,dated 04/08/02 anti HETI-01-1193,dated 04/08/02,both signed and sealed by Hector Medina,P.E. •••• (Submitted under previous NOA No. 02-0701.01) .'. "" �'• • 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 9999.. 0099 906606 2) Cyclic Wind Pressure Loading per FBC, Taj$=94 6 . 9999.. along with marked up drawings and installation diagram of a cost�angulq-j e�•jircular • arch- and an elliptical arch fir-frame fixed window, prepared by•NbrricanV: 0 9 Engineering & Testing, Inc., Test Reports No.'s HETI-02 USS, dated•04M8 /0V••6999 :• HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated O'21tl/•02, all signed and sealed by Hector Medina,P.E. ••••0 999.. • 9 (Submitted under previous NOA No. 02--0701.01) :6 6..: 9 60 . 9 09 0 0 C. CALCULATIONS 00 • 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). ye; d 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. 13-012917 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®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 complying with FBC 51h 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-Q9-Z6t4, dated{04/04/09,••;• HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07116/09, HETI.-VS-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-0 j*.j$0D, dated*67/10/0;•••; HETI-09 2613, dated 09/04/09,HETI 09 2611,dated 09/0&Q9,HETJ6W2585,•••; dated 07/10/09,HETI-09 2581, dated 07/10109 and HETI-49-25/9,dated 01/1 0109j••• all issued by Hurricane Engineering& Testing, Inc., signed Md%611ed bV Cavido P••• Font,P.E. (Submitted un der previou;4%0ANo.12-007.061••;:• 6. Laboratory compliance letter for Test Reports No.'s HETI-=2-40 .0 dated Q3/05m•••00 HETI--Il--3363, dated 03/05/12, HET143-1778, dated 0130/03, HETV434770=••• dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, daW1;0t/30/0 , • HETI43-1774A, dated 01/30/03 and HETI 03-1774B, dated 01/30/03; air 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.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.L Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22',2017 Approval Date: December 11,2014 E-3 74,000' SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME WIND 812IDTH D.L. OPG. APPROVED WINDOW ELEVATIONS (L.M.IMPACT) A rYR ::if_TYP. I� AT CORNERS t;Q p� •amu ae V[NDOvVINDOV NE� VINIIDV HEIGHTF=- r �11TLEG HT. Z:,:z Li ,J tUI� �/a D Zo Z O P Ora J E3 I oo a O I QUARTER-ROUND ELEVATION b—= �DTN vDt00V vIDTN z C �� rAOM1L'1'RSV{SHD 0 � HA F- .AI ENAnON ARCHED PICRM YANDOW 3 -- ---- =--dk- 090 ytngw6NthePlolWe = B9Dding0Ooad1No0O _o9zo aw O �— Om1u o WINDOW EXT.&INT.FALSE COLONIAL v1Nmv 1�,I vlNar+�� TYPICAL ELEVATION N1mrtNs ARE APPLIED vi 0__. TESTED UNIT AV SLICnILABLE E AND ARE A e NOTE: AVAILABLE AS OPTIONAL 0 vDr-.--j �w MAXIMUM GLASS AREA TESTED APPLIES TO c L-17.n j v � T. GLASS TYPES: E, F, J, K AND L. - SEE HEXAGON TYPICAi FI NAnON -v vIDTH DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT N a m RECTANGULAR MAL EtNATON SQUARE PICTURE'WINDOW EUNAMON FOR SIZE LIMITATIONS OF EACH GLASS TYPE. I > _ MIAMI-DADS COUNTY APPROVED SHUTTERS NOT REQUIRED n General Notes: viNnDv HEURr W!"mv HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS �x WINDOW T OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (10)AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. vntN TMv (SHUTTERS NOT REQUIRED) v 1 =—v vim 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING � 'N R SND TYp1ru NAnQN vwmv vmnt RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS tE qg OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. R 1# RECTANGULAR TYPICAL ELBM0 c_QIIARE'PICTURE WINDOW ET Ey MN 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 9 TO BE REVIEWED BY BUILDING OFFICIAL. S —0 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND WINDOWtare n! v � vDomv RE � SHEET #3FOR TYPES AND SHEET DOUBLEE WITH INSULATED4FOR MAX. DESIGN PRESSURESTABULATED HEREIN; lTz z �j�"'_ LEG t . LL� __L I IQ WINDOWS 1 GLASS TYPES 1, C, F, OR G' INSTALLED ABOVE 3011. IN THE HVHZ, THE vm WINDOW— I.G. EXf=OR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT •• •• yi♦TR • • JWSTANCE REQUIREMENTS (FBC-2014. Section 2411.3.3.7). LEGGED EYE BROW ELEVAno.N • • • •7.j FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. OVAL Tm1ru.ELNATION �\fuElt/u�°j� ••QIIARTErr.•RDuuo�EVA�imEi i•i 8.3 JW. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/ SILICONE SI • • • • • • : 9. WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED �JBY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) c•'••�• ..�'N��s L ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, �• 1� p••p wNm1v xElan 1y e APES AS CNRE��w "4- E 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. v�y� A oR awl" A5 t1!) MU G FDD R3NDOW3 WTPH OTHER TYPES OF MIAM[-DARE COUNTY APPROVED PRODUCTS �DO LINES ANP_ IN�. • A MIAM[-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE S�R �ED} 0 • •• IMF DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE .r vwDDv vtmN • • EI11T W MULLED SYSTEM. F�SlLE is SPACING. �LIE�IR 1e.) SEB SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. OCTAGON TYPICAL.ELEVATION 'Er mn At!repwAL La"M 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSD" MATERIALS TO BE T nub PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG..CODE. • Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . #14 SM.S.W/1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOL WOOD BUCKS "M E)o[B DM I L TO HE REVIEWED BY BLDG.OFFICIAL (TYP.> (SEE ELEVATION AT SHEET#1 46 (SEE ELEVAENlMONlINMTSMHEMETA#i FOR MAX.FASTENER SPACING) NQ 11 MIN INTERIOR FINISH I DIS BEDDING CDHPDUHIl NOT BY LAWSON �ES -LAMINATED GLASS KM EMBEDMENT IWO CDC 10 (SEE ELEVATION AT SHEET#1 EXT. GRADE FOR MAX.FASTENER SPACING) I cog! CAULK ex z EXT MADE BACK KMM 1 1 4' IN. mom a To BE X-ruo uww VINDOW"Am RAM By w. t3 MOISTURE RARM EDGE DISTANCE BY OTHERS(TYP. Fn MMEOR W. EXT PEll. CAULKM NOT BY FRAME WfltTH 'LAWSON 0=7 TO BE AMIED—BYOTHERS Sn=0 DM METAL LATH NAILED TO MIN.EMBEDMENT INTO WOOD, MIN. EMBEDMENT INTO CONC, EXTERIOR GRADE PLYWO M SHEATHINS CSEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 �-4� E To K Spl=MD BY ARCHITECT OR FOR MAX FASTENER SPACING) P.T WOOD R= NOT BY LAWS13N IND. OWERHIR FINISH BY OTHERV FOR MAX. FASTENER SPACINO NO BY tAWSON MM"HES,W- EXT. GRADE I MIN. MUST SUSTAIN IMPOSED LOADS CAULK WOOD FRAME INSTAUATJON DETAIL 1 4'MIA a4 nA EMERTILKROURR KING —SILICONE ADHESIVE BEDDING COMP"D 10 MMOR INTEMOR .4 li SHIM -LAMINATED GLASS 1.THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W1 AN EXT. HOW F YP GRADE CAULK THRMIGHaUT T14E ENTIRE PERIMETER OF FLANGE 200 0 t THE EXPOSED EXT. PERIMETER OF T14E WINDOW FRA14E TO 0 0 *1 1 flf* BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK 0 so 0 BY OTHERS (TYP.) ING PERIMETER C L', 0 WHEN THE CAP BITIVEEN THE WD=W FPAME AND THE BIJCK OR EXT. IWIE/ I MASONRY IS LESS THAN t/8', SHIMS ARE NOT REQUIRED. CAULK 4 ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 0 0 0 9 1/41 000 A EM I TAPCONS PR WITH A INIUor'.AP EIVED COW. FASTENERS INTO CONC., 0 Cam AT 121 Olc� MAX °°= ° ° ° ° =° ° ° ° °°° ° ° LAMINATED INSULATED GLASS COMPOSITION TYPE H 5 16 LAMINATED GLASS CO OSITION - TYPE A SILICONE ` TBM Dli4CR[ItiPION SCHNEE-MOREHEAD SM 5731 I DET`I' ITEM GLASS DESCRIPTION j DETAII. DOW CORNING 899 1 1/8' ANN.GLASS _ __._. �J—, _ TREMCO SPECTRUM 2 p� vg• _ J— I v8'ANNEALED GLASS --- 2 0090' SAFLEX PVB-S�.UTIA _ ® -.v 2 Q090' BUTACITE PVB-DUPONT { ...... 3 1/8'ANNEALED GLASS �> --- ---- 11� 1 n°D "I t•-�• , 3 1/8•APBIEALED GLASS 1 oa4o' Wi 4 1/4'INSULATED AIR SPACE5 W 1/8'ANNEALED OR TEMPERED GLASS T 6 18 LAMINATED GLASS COMPOSITION - TYPE D B LAMINATED cMONOLITHIC c Se A LAMINATED SULATED GLASS COMPOSITION TYPE C 1TBM GLASS DESCRIPTION DETAIL 3 S. F 1 1/8•HEAT-STRENGHTENED GLASS n= D gq�ON 2 OA DETAII. _ 90'BUTACITE PVH-DUPONT 'J ®�CIRCULAR WOWS. Z Z q 1 1/8'ANNEALED GLASS 3n6 - _=•-• =1 3 v8'NEAT-STRENGHTENED GLASS r•1 0.340•J ups x Z R 2 0.090' SAFLEX PVB-SOLUTIA — ® 1/4 m z 3 1/8'ANNEALED GLASS - I 1.AIdINA•1ED 3NATED 4 a va•INSULATED AIR SPACE ur - -- — 7 { 13 32 LAMINATED GLASS COMPOSITION - TYPE E MONOLRHIC SOL Q . —� DETAIL MONOLITHIC a I 5(a) 3/16'ANNEALED DR TEMPERED GLASS__1 —� PIRM G1A�DffiCRIPTION - _------ — _ o 1 3/16' HEAT-STRENGHTENED GLASS —" - -- -- -- of LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB-SCLUTIA ITEM DESCRIPTION DET ' 3 L/8•HEAT-STRENGHTENED GLASS p,w6• C l l/8'HEAT-STRENGHTENED GLASS 2 0.090' BUTACITE PVB-DUPONT ® �� 7 18 LAMINATED GLASS COMPOSITION - TYPE H GLAZING DEPTH GLAZING DEPTH 3 1/8'HEAT-STRENGHTENED GLASS w _= ITEM CLAS.4 DESCRIPTION DBfAD. rye W O 4 1/4'INSULATED AIR SPACE '-• =�� 1 3/16'ANNEALED GLASS �� ---- 1 2 �7 1 pl CV 3(a)1/8'ANNEALED OR TEMPERED GLASS 2 0.090•SAFLEX PVB-SOLUTIA '}� _ =� LAMINATED ddd t0 I LAMINATED INSULATED GLASS COMPOSITION TYPE G 3 3/16'ANNEALED GLASS I �- � W MONOLITHIC 'SILICONE OPTIONS'- O I OP1E 0 D N ITEM DESCHIPTION DETAIi. -------- DOW CORNING 899 ham, GLASS 3/16. 18 LAMINATED GLASS COMPOSITION - TYPE I = - _ I 3n6 _;—w 1 SCHNEE-MOR5731 t 1/8•HEAT-STRENGHTENED 2 0.090' BUTACITE PVB-DUPONT — ® -Vy. ITSM CLA83 DBSCR�TION DRTAD. TREMCO SPECCTRUMTRUM 2 3 1/8'HEAT-STRENGHTENED GLASS ve' - 1 3716'ANNEALED GLASS 0.690 T%i 4 1/4`INSULATED AIR SPACE ✓6' - — 2 0A90'H1ITACITE PVH-DUPONT GLAZING DEPTH 5(a)3/16'ANNEALED OR TEMPERED GLASS 3 3/16' ANNEALED GLASS 4u v LAMINATED INSULATED GLASS COMPOSITION TYPE L7/16-le LAMINATED GLASS COMPOSITION - TYPE d LAMINATED/MONOLTI'IIIC GLASS ITEM nESCRD?T1oN 'A% ITEM CLASS DESCRIPMON DETAIL TYPICAL GLAZING DETAIL R S 1 3/16'HEAT-STRENGHTENED GLASS Sn6 --_— - 3/16' __ ,g q 1 3/16' HEAT-STRENGHTENED GLASS �"-`-V= � $ $ 2 OA90' BUTACITE PVD-DUPONT -�A�_µ-=0.460, ® -•V'1" 2 Mm,SGP-DUPUNT 4 _ .•___`:_A , 3 3/16•HEAT-STRENGHTENED GLASS Sim' _ - TI T' 3 3/16'HEAT-STRENGHTENED GLASS 4 1/4'INSULATED AIR SPACE 1 8 S 3/16'TEMPERED GLASS 1 7 18 LAMINATED GLASS COMPOSITION - TYPE K Notes: 1.) SEE SULT 4 FOR DEMGN LOADS LOAD CAPACITY TABLES. ITEM GLASS DESCRIPTION DETAIL. y 1 z z 1 3/16'HEAT-STRENGHTENED GLASS = I ik 2.) WINDOWS WITH GLASS TYPES THE C, F. OR G'INSTALLED y4� ABOVE 30 FT. IN THE HVHZ,RHE I.G. EXTERIOR LITE SHALL 2 0.090' BUTACITE PVH-DUPIINT =__ __. BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT • J11• /I(r IAT-Sy2ENGyT£tD Glr1tS _-- � e RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7).. LL I If I • ••• f• • • • •• 4 'SILICONE OPTIONS" -- ro O 0. -— -- DOW CORNING 699 _ __ N SCHNIFE-MOREHEAD 5731 _ •• ••• •• O TREMCO SPECTRUM 2 - - - • • .0. • .0. IAADNATEO^ PROAUCT'IUiYISHD O �,:� es o0mply108•ai0rOu 1IOTWe /'�Q • • • • • •• • • ^Q•4� INSULATED LAMINATED •• • • • • • • • • • • BuBNnB� fff��v��,,, �• I.o f=.. INSULATED 0.600 • •• • • • • • • • • A6cepta w9l\o � , GLAZING DEPTH GLAZDXi D614%, • • • • • ,I� ##1.•.Its LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL N�llmtt Produacmnro 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 y 4 E3W LENGTH A 8 C D E F G H 1 J K L MUTx !MGTH A B C D E F G H I J K L +!•DP M-DP +/-DP +/.DP N-DP +/.DP +1-DP +/.DP +/.DP +/.DP +I-DP 41-DP ft' +/-DP 41-DP +/-DP +/-DP 41-DP +I-DP 4 DP +/QP +1-Op +/-DP +F DP 4/-OP c 66 68 68 65 68 68 68 6B 78 66 88 18.1 " 86 6x g8 68 88 88 68 78 86 88 68 88 88 85 88 86 88 as 78 85 88 28-12' BB 88 86 88 85 68 80 88 BB 78 85 86 m m y 88 68 08 68 85 68 68 88 68 78 66 Be 37" 26" Be 68 68 68 65 68 88 68 68 78 65 68 38' 86 68 g8 68 85 8x 88 68 68 7 8546' BB 68 BB 68 65 68 B8 6x '68 78 65 asoB8 68 68 68 65 68 BS BB 68 78 65 ee 53.1A' 68 Bx 68 68 66 6x 68 68 68 78 85 68 0 H 08 08 68 68 M 68 6g Be 68 78 66 68 19.1 ' 68 6B 88 8 6a 68 68 68 78 85 68 009 a Fk 88 6B 88 85 68 g8 78 8x 28.12' 68 68 68 68 65 6x 88 88 68 78 65 68 v 24' 68 88 68 68 65 88 68 68 78 e6 08 37' 38.3!6' 68 BB BB 68 85 68 68 662 662 78 05 66 $ y 30" 68 68 68 68 86 6B 68 68 78 85 68 qg• 68 65 60 68 66 ex 632 838 78 65 3B° 68 68 68 68 66 68. 68 88 68 78 65 as 53.1/6' 68 BB 66 68 65 88 .8 838 78 c p Z 4T 48" 68 68 BB 68 65 68 68 04.7 58.3 78 65 B8 19-1 ' 88 66 68 88 BB Ba E8 18 85 68 '^m= 46' 68 68 Be 88 65 68 68 56.8 61 78 85 68 26.12' 88 6x 88 88 65 6B 88 88 6B 78 85 8B m n. c 84' x x x Be 65 68 Be 56.6 51 78 BB so 60 56 68 6x Be Be 85 88 88 83.2 882 78 BB gg o �' X X X 88 68 6x x x 78 85 68 cQ 24* 68 as 88 as Be 65 68 d8' x x x 68 65 88 88 x 51 76 86 88 m 30' 68 68 66 08 65 68 Be 68 88 78 as 53.1/6' x x x 68 B6 68 88 x x 78 8b 68 0l 19-V8' 68 68 Be 68 65 6g 68 88 Be 78 65 68 p 36' 88 68 88_ 68 65 B8 as 6. 88 78 65 65 2612 6B 88 08 68 65 68 68 68 68 78 BS 68 42' W. x x x 68 66 Be 68 64.7 6x.3 76 66 88 g 37' S8" 68 88 86 88 85 BB 88 x 862 78 85 88 48' X X X 88 85 B8 88 % % 78 86 68 x 64" x x x x 85 x x x x 78 06 68 `� x x x 68 85 BB 88 x x 78 85 88 6O' x x x x 85 x x x x 78 65 68 63'11W x x x x 65 Be x x x 78- 65 88 24' Be 68 Be 08 65 68 68 Be 78 65 68 19-1J8" 68 g8 65 88 68 78 g6 � q, 3D' Be 68 68 85 88 BB 68 88 78 65 68 26.12' 68 69 88 68 65 68 68 68 6x 78 65 68 tr 36' x x x 88 65 Be 68 85.5 as 78 66 Be 3' 63' x x x 88 65 Be 68 x 662 78 65 68 C c 42 72' x x x x 85 BB x x x' 78 05 8x x x x x es x x x 78 86 68 N O 48" x x x x 85 x x x x 78 66 86 � x x x x 86 x x x 7 68 R. 64' x x x 65 x x x x 74.7 65 68 19-118' 68 68 08 68 65 88 68 68 68 78 65 88 BO' x x x x 65 x x x x 72 85 68 28.12' 68 68 6x Be 65 Be 68 x 88 78 65 6g 88 68 Be 65 68 08 88 8 65 68 3A 74' x x x 88 65 68 68 x x 78 65 68 C 3D' 80 68 88 65 68 68 Be 68 7g gg 46' x x x x 85 BB x x x 75.0 65 68 36" x x x BB 86 BE 68 64.9 68F78 65 BB `-1B x x x x 85 88 x x x 72 86 68 I 42' 74' x x x x 65 x x x x 65 68 19-1/8' 88 68 68 68 65 68 88 68 68 78 65 68 48' x x x x 65 x x x x 05 68 26-12' 68 89 88 68 85 88 88 x 68 .78 85 88B4" x x x x 05 x x x 65 68 37' 741!4" x x x 66 65 85 66 x x 76 68 8B �1 WBO' x x x x 65 x x x x 65 68 46' x x x 65 68 x x x 752 65 6B24' 68 68 88 68 65 68 88 88 68 .85 6x 53.1/6' 88 68 Be x 65 BB x x x 71.6 666830' x X x 68 66 68 88 OB 68 65 6x36' 84' x x x x 85 68 x x x efi 68xx 65 x x x 68 g $ 46' x x x x 65 x x x x 73.5 65 68 a 24° Be BB 88 68 88 88 BB 78 85 88 30' 96, x x 66 65 68 6x x x 78 B6 68 g 36° x x x 85 x x x x 78 86 88 6 42" % X X 85 % x x x. 78.8 85 88 24" x x x 68 85 88 86 68 78 06 BeNote • w 106' x x x x 65 x x x 78 85 68 36' - x x x x 65 x x x x 74.7 BB BB 1.) SEE SHEET 3 FOR GLAZING TYPES, DETARS•& SILICONE OPTIONS. 24' x x x 88 85 68 x x 78 65 88 11 120 x x x x 65 x x x x 78 88 jlE 2.) WINDOWS WTPH GLASS TYPEH "B, C, F, OR G"SN3PALLED 38' x x x x 65 x x x x 74.1 85 88 ABOVE 30 FT. IN THE HVBZ,THE I.G. EXTERIOR LTTE SHALL HE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). e •• •i ••i i *00 •• eeeeeeee# 11J��!iii• • • • • • to • • • e g .,.;y • ••• ••• • PRODUCT PEVISEI) • • • • • • avoomP17�8avH6lheVlmida �'^ �� '� � N �C, • • • • • t3otlkngOoda �, Gi/ •• • • • • • • • ANo • •• • • • Date �8 � WIDTH AND LENGTH DWENSIONS CAN BE ORIENTED •1,o��ttitt..pPe`eee •` VERT CALLY OR ROMZONTALLY AS SHOWN ABOVE. lam a '+t�CmAw �., d f] • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lam,. BILL OF MATERIALS .tpgNEFRAME JWA FRAME XE�I, ITEM PART III QUANTITY DEBMUMON MATERIAL RPsMAM cum OF ro 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - Ar z YIn%svcw q A 2 L-7708 4 GLAZING BEAD (5/16° GLASS) 6063-T6 - a0 3 L-7708 4 GLAZING BEAD (3/8" & 13/32° GLASS) 6063-T6 - < a n 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-76 - 5 L-7711 4 GLAZING BEAD (5/16° GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 16 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS w= q FRAME SIL or XE� 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - OI RECT.OR SQUARE WINDOWS m li AS READ. GLAZING SILICONE • - TYPICAL CORNER CONsrRUCRO WINDOWSCPL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8° X 2°812-25H-357 AS READ. "TruSe01" DVfO Seal Swiggl0 Spacer 1/4" BLACK 1/4° AIR SPACE O O o FRAME RADIUS JOINT FRAME END CORNER WINDOW RRAMF EXTRU$jON DETAUS FRAME CORNER & JOINT DETAILS SEALANT: N c 2643 'nmvp�w 310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR I 440 SILICONE Coq •�I1 .391 Z�j Oi TYP. .808 $ .773 k--L509--Ng 1 ING STOP FRAME HEAD/SILL/JAMB 2 (5/16 GLASS) PlIODUCFRBViSHD 4 F os-'nP g IEE IwWa .310 Acc � 4JwVtttyyy.,j�rJ � ggg�q� ,040 .040 SEE MULLION APPROVALS FOR Qy,y- •• � � ,gg0 .&50250 MULLION TYPE,SIZE AND MAX. 1 DESIGN PRESSURE LIMITATIONS. 272 .03w]- 50 ALUMINUM MULLIDN Miami Pro ct Comrol .DSO TYP. SEE MULLION APPROVALS FOR a 3 TYP. .773 (ALUM.0.078"NW.THICK) MULLION TYPE.SIZE AND MAX. b .773 0 12 X 3/4•S&S. MULLION PRESSURE LIMITATIONS.NOTE:THE LOWER PRESSURES OF FLAT HEAD,PHILLIPS 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN AT 12'a.C.MAX, INTERIOR NOTE:THE LOWER PRESSURES OF (3/8" & 13/32° GLASS) 1/41 MAX THE WINDOW OR MULL SHALL GOVERN SHIM z a 310 — d DSO t5 4sa INTERIOR •m '1[ 450 4 2 12 SD.S.X 1 lf4'4 4 $, TYP. AT 12'D.C.MAX. TYP I� •• •• • • • • b84 --- .800 0 ••i i i NOTE: 5 6 • • • • • • ''ALUMALL . 1E PAINTEDOROR PLATED. F= INSULATED GLAZING STOP INSULATED GLAZING STOP • • •_ • $ ••.,R�j :, W/ 5/16" LAMINATED GLASS W/ 7/16° LAMINATED GLASS •• •• _ ---- • -- - z.METAL STEEL sTRuFy 3 O;•'� ?, y=35 xs MIN. LL b•`•:''.+: _ _ - - (STEEL 18 Ga ION.THICK -0.0487 O (�,V .050TYPIItr x� 8)ALUMINUM:6083-T5 MIN. lM 808 • ••• ••} �� • • WINDOW FRAME PERIMETER WINDOW FRAME (ALUM.0478•MIN.THICK) • • • II�L1•IiKI _� s • • • SEALANT EXTERIOR ,466- •• • •P� 8 ••• • • GLAZING STOP (CIRCULAR WDW.) R •FR1 AMr•DU•• ••JAI G•• i� •�°'• ,.� DETAIL MRTAL STRUCTURE ATTACHMENT DETAIL �o,',n•••.I•�• a ' • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • MIAMI•DADE MIAlu--DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIIIC RESOURCFtS(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.miamldade.eovleconomy 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"3200"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L320"801, titled "Series: 3200 Outswing Impact Casement Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATTING:Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there hos been no change in the applicable building code negatively affecting the performance of this pltduct. "" ***0:* TERMINATION of this NOA will occur after the expiration date or if there has012ee,0,0 revistg4 pr change•6,; in the materials, use, and/or manufacture of the product or process.Misuse of this J&A as an endorsement of an product, for sales, advertising or any other purposes shall automatically term+r�ate this NOS liaiiure••• any g Y P Y 0 0 0 6 to comply with any section of this NOA shall be cause for termination and removal ef#OA. •••• ••••• ADVERTISEMENT: The NOA number preceded by the words Miami Dada•(�eunty :Pioriela and•6•• 66 �. 66 666666 followed by the expiration dates maybe displayed in advertising literature. If apype4ion of the NOA is •• displayed,then it shall be done ith its entirety. : 6 : 0066:0 00 INSPECTION: A copy of this entire NOA shall be provided to the user b f tW ananuic0turer.. or 4,,,,: distributors and shall be available for inspection at the job site at the request of the Building Of0al! 6 This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and t--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D..Gascon,P.E. NOA No. 14-0908.20 fMfAMFD E CQUNTY t' ` Expiration Date: March 04,2019 @ Approval Date: November 27,2014 i`4t�° Pagel Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 08-1020.08) 2. Drawing No.L3200-0801, Sheets 01 through 07 of 07,titled"Series: 3200 Outswing Impact Casement Window",dated 07/27/08,with revision"C"dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lauri. glass w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Subinitted under NOA No. 08-1020.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 . 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked tip drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099B, HETI-08 2100, HETI08-2101,HETI 08 2102B,HETI-08-2097B,HETI-08 2103B,HETI-08-210#, HETI-08-2105, HETI-08 2106, HETI-08 2125 and HETI-08-2131B, all dated 07/10/08,signed and sealed by Candida F.Font,P. E. (Subinitted under NOA No. 08--1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09,signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No..12 ®127.21) 2. Glazing complies with ASTM E1300-04/09. see* •••'.• . . 9999.. ..0. .9000. D. QUALITY ASSURANCE ...:.. . 99. 9 . 1. Miami--Dade Department of Regulatory and Economic Resourwo JRER). •••• 9 • 0000 0000 00.00 E. MATERIAL CERTIFICATIONS • 9999.. .. 9999. 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont)jtxnours .Co., Inch , for their"DuPont SentryGlas(&Interlayer"dated 08/25/11,&xp1ri1g on DII14/17. 0000:0 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont PeNeYnours1760.,In;,, ; ego for their"DuPont Butacite®PVB InterIayer'dated 04/11/13;lexfiring oh 1;21.11/16: .. . Jaime D.Gascon,P.E: Product Control Section-Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Safles Clear and Color Glass InterIayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t" Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted tinder previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI--08-2099A, dated 07/10/08, HETI-08 2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-08--2103A, dated 07/10/08, HETI--08-2131A, dated 07/10/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI---08--2125, dated 07/10/08 and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 08-1020.08) 6666 G. OTHERS 10 41 6666 666.6• 1. Notice of Acceptance No. 134217.22, issued to Lawson Indusnies, Me.4gr their •. 6666 6666.. Series "3200 Outswing Aluminum Casement Window .'1', ?I.", approved on 03/06/14 and expiring on 03/04/19. 0 0 0 0 6666 6666 6666.. . 66669 6666 6.666. 60.90. 60 . 009.0 6666 . .. 6666.0 6666.. 9 9 • 6666.. .6.6.0 . . 6•.6.9 .9 . . •9. •9 9 Jaime D.Gascon,E Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-2 ANCHORS, 12 1/2. (A) 3 AT FRAME HEAD MAX( 0•C4 (C) 3 AT FRAME SILLA Al ANCHOR CLUSTER ANCH13R CLUSTER SEE DETAIL 44 AT (D) 5 AT EA. FRAME JAMB ( ANCHORS SEE DETAIL 94 AT ANCHORS, } (A) 6 AT FRAME HEAD SHEET 7 T 7 (A) 6 AT FRAME HEAD SHEET 7 OF 7 �(F' •I <C> 6 AT FRAME SILL (FRAME SILL TYPICAL) (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) / I (D) 4 AT EA.FRAME JAMB' ( L (D) 4 AT EA. FRAME JAMBI e" 3s A } 38 E A Al ) 36 ^ Al i A Al I `� \ 5 8" to �� ........ M � _._.W.=:� %_.tt_ n � -Kfdx= :O.L'Ad X: 0 vsCY 1 /j�/ Ei /�/ Dl D v to 3�--- n �.p.n N /7 Z y ♦ // a 1 // z H ♦ _ / Lg�CD O.C. uAX. e' -( 4' 8' 1 1 ed Bracket lI 4 EXT.&INT.FALSE MENIAL ,) ( B {1W 4 .. 25"O.C. at 9"from end. ( '� B ��-14'I 2 NUNTINS ARE APPLIED W/ 37' 74, (Typ.at all F9ced 74' W/SILICnNE AND ARE WINDOW FRAME WIDTH WINDOW FRAME WIDTH Lite Corners) WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL a rr 'X ELEVATION "XO" ELEVATION — (OX reversed) "X)C" ELEVATION EXT•a INT,FALSE COLONIAL (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LiMITF.A TO LOADS ON SHEET 8 OF 7) V/glLAM A W/ AVAILABLE AS OPTUNAL. SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1. MASONRY IS LEGS THHANANTHE WINDOW FRAME AND THE BUCK OR THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE 'WHEN THE CAP BETWEEN REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH 11/8•,SHOES ARE NOT REQUIRED. VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98.THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.H.C. &TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOUD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC.<REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS,AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 6 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCTRBVISDD ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND es camplylnBwlde l w Florma TO BE REVIEWED BY Blll[d)ING OFFICIAL HnDdlug'm'a 2O 6:) SEE SHEET`#3 FOR BILL OF MATERIALS TINT)'RjA�l�rq • • • • •• Aecelft No BJ SEE SHEET @6 & 8 FOR GLAZING DEOAtL9 & 0)iT[ONIi 81NI)CHUMPDR• ) i MAX. DESIGN PRESSURES. • •• • • • • *00 • --�-�„ 7.) WOOD BUCKS IN CONTACT WITH CONCR��MMU •��yE RARE��y,��,.�•A q ACHORED AtiM�18InAsb�nMp ON maw, N (BY OTHERS), PRIOR TO WINDOW lN$TA7.latT101 SEB r',iF�FOR-DETAD.& NOTES) T$ R H01 W �� V1/ A✓ Y.d 1 V yEpIEY�FILO DA 33f88 PR01±8a6I SNOINHSR. A Revised to r 2010 FOC ..l1LU J..L��JL I 6507 W 90 ST. 8.) MATERIAL'S INCLUDING BUT NOT LIMITED TO STEEL 3CRE4IS, THAT COME INTO B'L /1.6¢8¢6 .,'.: CONTACT'WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS e.Rare d.nd Revief..to shed 5&6 a T D q xiV c. PH No.(305!898-8880 OF 2014 FLORIDA BUILDING CODE HCl'I{j{+1•V03.8.4,"/0R•SECTI0N %W.2 • 9.)EXT. &INT.FARE COLONIAL MUNTTR3 ARE OPTIONAL&AND ARE APLIED%SgONj t' i13 <y O.Rede.d to r AG 2014 f80 NMVYVRSR OF QDAUff AWAITNNY WMWW8 AND WASS DOOMS 10.)FRAME SILL ANCHOR CLIPS TO BE&"RED:ROM*U%INSID*EDRE OF'RIE dflNROWFRAMEAND TO BE LOCATEs'"'O trate vert " A1pd°efts° s ru./�.�.a tt Ry1w�a.N awtrron I. TOTAL OF ANCHORSD DREQUIRED AT SY,UTIO BE•THE SAME I,9 FRAM HEAD.••• ••• �� N.ERazo D.1.a P ov/o/� Series: 3200 Outswin Impact Casement Window U.)SEE SHEEP# 4 OF 10 FOR FLANGE PERIMETER CAULK/INSTALLATION DETAIL �•,, p A0�0'd D'" N.B'aAZB Det' /DomGENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) 12.}EXT. & INT.FARE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE {�.+'�� 1. 7. . 'xs ewmton[.wtr C se.tu Pr.duee M� Et<t300-oetioA-Ot A"`�P Dom"I.3200-0801 eA..a t Or'r DATE-_= % • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t 5/ ALL P.T. WOOD DUCKS t S/32 v 1/4' TAPCONS W/ EDGE ENGINEERED SEPARATELY EDGE # 14 SM.S. or WD. SCREW W/ -. ° i 5/32, o 1 I/4' MIN CONC. DISTANCE & TO BE REVIEWED DtsTANCE 1 I/4' MIN. WOOD EMBED d' , EDGE EMBEDMENT BLDG, OFFICIAL (TYR •;,• ,,(, ,;q;. -DISTANCE °o._ v ALL WOOD BUCKS 43 isC;, ENGINEERED SEPARATELY "`z• d' ° 47 t 1 STUCCO �',+'.•;k'•1':'itt & TO BE REVIEWED 01.. ri .9 a• (eaW.E of ;fi-�.;• (BY OTHERS) '„±':``::,�`}•�' 43 BLDG. OFFICIAL (TYPJ STUCCO I> 1.• .' 4 ° ° METAL LATH .:�. ,s `t1 rt` ,. _ o.. 4 & STUCCO 43 r ' f.�z. (BY OTHERS):: r,, v' 0 47 :a• •: 47 (BY OTHERS) :'�a. 50 t r/a' l i;. ;, t-t'a 50 (ION.ENBEo. 2X WOOD BUCK 1,:�:•a:.-., ,,, ------ +r (tcw.E Eo. ANCHORED TO CONC. 1/4'MAX. "v' `,cD TO BE P.T. (TYP.) SHIM SPACE PERIM. CAULKING + BY OTHERS1 t — 2X WOOD 15 17 (TYP.) EXTERIOR GRADE 17 PERIMETER CAULKING i 17 BUCK (TYP.) 1/4 MAX. 15 BY OTHERS 1 ALL WOOD FRAMING SHIM SPACE j (TYP.) ENGINEERED SEPARATELY 24 1 15 1 & TO BE REVIEWED 1 Al BLDG. OFFICIAL (TYP,) A2 2 23 17 it 16 16 1816 18 5 �� 5 5 t t 21 18 42 49 6 12 16 48 F x r W EXTERIOR INTERIOR EXTERIOR INTERIOR x ! EXTERIO INTERIOR 14 51 4 x , 13 14 51 13 4 z GLASS I a a 12 16 48 13 a a 12 18 48 W " 18 K " 49 8 4230 0 6 21 1 25 21 18 21 16 16 16 O 174 27 17 Bl 40 t 17 18 40 15 10 15 17 29 10 t 29 10 1/4 MAX. 1,7 SHIM SPACE 1/4` MAX. 17 EXT. GRADE r SHIM EXT GRADE PERIM. CAULKING 8 PERIM. CAULKING 15 (TYP.) (TYP.) !'4 2X WOOD Iq; STUCCO :.:°:-°` +� ~44 2 '23p 6 BUCK (TYPJ (uw.E11BED.) (BY OTHERS)::r: d: 4• (F9ItJ sp' :4 so EXT. GRADE PERIt4. CAULKING d :Y''•§ (TYP.)X or 2X 44 b,• i • • • •• ye• 44 -"(`.z; • A' • •• • :j L•LATy, STUCCO s I P.T. WD. BUCK • • • •AtJ�`jTERIUR GRADE r=N• " E 3/4 EDGE DISTANCE O 3/4•EDG� 1ST • i •S A 1N�S OTHERS) 2 3/' DGE DISTANCE •• ••• •• • LA WS ON m :BNG1N>Td A ReNaaA to Oen -.12.010 FOC 1 W.DO ST. •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR :�, 7.' :-' FL0�1DA 33188 MASONRY 13 LEBB THAN 1/8",SHIM9 ARE NOT REQUIRED. e.Ruowd and PjMdm to sheet 8&8 of 7 PH Ne (3�)898-8880 PRepUCTRBV19Bl • -' 7.5 C.R.&W to w 2014 FOC AUNUFAW'URSR OP QUAWY AWAUNM VMWI8 AIM WASS DOM ICHORS NOTE: • •• d1 cmllptyta'Woh1he flame• /1pp :* mew tr•m vrr sem e+a car acne sawAr•dw ma as a A.•Won k lfirDdR+g Cedc OV.�UNal Y wDmwV t ANCHORS TO HE q12 SMS OR WD, SCRA& IN'I!1 WOEDRcoc „acW1Vo ,i q y„�„ 1/4• TAPCONS or APPROVED CONC. NE eINTO AV n,a d F eat Zp2q N.REM or/27/99, Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRA INT WOOD OR it t RiWid By+ N ERM Da6i /la VERTICAL CROSS-SECTIONS, DETAILS & NOTES CUM(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ,1ian817aadcPiodact Conko� i ' awwar rave C s vi•deer sv DATE (vsENENr` `s'�ao-oaNOA-ot R L3200-08010801 ••o a or v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STUCCO OVERALL FRAME WIDTH (BY OTHERS) PERIMETER CAULKING EXTERIOR OVERALL VENT IDr 15 18 7 8 18 15 nAY GHT JH 7 18 15 3 '-`.>'•'• g 39 3 z �.. ... Rn 21 12 16 48 ( 21 12 16 48 `•' v 13 13 m 43 GLASS GLASS ° ..43 49 All --FIXED VENT - - -OPERABLE VENT a ITAPCON (W t 1 N6E0.) 18 18 18 t t/a• . 0 20 (Eay-ENDED.) 4 INTERIOR 47 17 111 17 16 ,6 G�q 17 O ,6 17 n 17 47 °• ALL WOOD BUCKS L 1 lOJ .v ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) " STUCCO BLDG. OFFICIAL (TYPJ P,T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) DVE F WIDTH MUST SUSTAIN IMPOSED LOADS U4'MAX tinter y, .i-a PERIMETER CAULKINGOVERALL VENT WIDTHSHM SPACE h��`i�; iS PERIMETER CAULKING 15 18 7DAYLIGHTWIDTH 8 37 18 5 v _ 15 18 6 EXTERIOR 36 3 '' � 3 21 EXTERIOR 8•. z 21 21 12 16 48 13 GLASS 33 34 > - _ GLASS 43::> 43 43.. .::o _ OPERABLE -- 1%4' _ _ 1/4' G ` b TAN 14 51 t d TAP ON 14 51 (NIN. ED) ' t t/4• ' 18 18 (MW.EMBED) (MIN.EN$ED.) • P 2 42 INTERIOR 42 2 P 20 � 21 35 w 47 21 41 47 ° 47 11 D 1 INTBRIOR n 17 17 16 16 ,7 s 17 17 16 v4•,us ALL WOOD BUCKS PRODUCTRGVISHD / � asearnlying}vilh Florida q. �,".,`,':l•..;. ami 32 v ENGINEERED SEPARATELY BuildtagCodo �Qg�2^ >�J •s ••• • • • • • & TO HE REVIEWED 7'o�n'No j/ l..C/ ;< . . . . . BLDG. I' to 9 OFFICIAL <TYP.) •• •• ••t / t *00 •• 31 • • • • • • • • • ]7�� ,1 g�/y/yy((�^^yyy'vllamI �J]v��laF7rodactContso •• ••• •• • • • •• P159 (f,NE6 Rariead�Car r 2010 FBC y /j// ® J j •WHEN THE OAP BETWEEN THE WINDOW b'RAMB AND THE DUCK oR .� '. -,.f L r i' ►._.J 1 � N�EDiE"r;iLog°roA�.ss166 MASONRY IS LESS THAN 1/8".SHIMS ARE NOT REQUIRBD. � _ IL Rwmal mat R.WM to wast a&6 of 7 IN T PH No.(308)888-8690 ANCHORS NOTE: i • i •• i i i• i c '� a Rav1eOd Eo O w 2014 F80 1uxOPec7v�R Soon etu�aNntt* AM Order n00Rs Drum Claw Part Ctow Prod Cabpry. sW/vodt4 /fm..WfeYMm�f,RwWn R • • • • ! • • • 0it Y ANCHORS TO BE 012 SNS OR WD. SC S I WAOD p� • w • • • • ''' - '°°tlA 1/4' TAPCONS or APPROVED CONC,•F TENF S�INTO CONC., • • • - N.ERAEO 07/97/08 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR aw.ra HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) N.ERM 09/E6/14 DATE___ s e t :,- V xwwn ca.o 0 tmu Pradaaf xd�:ea�ENs2oo-oaNa-o1 °sn x aaew L9200-0801tr a ov 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • r LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM g G. NO.PART NO. QUANTITY DESCRIPTION REMARKS ITEM g DWG. N0. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANT] SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 UI-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 LO-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16°INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 LO-115 2 FRAME JAMB-HINGE SIDE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4"PH SMS 4 L-3002 LII-115 2 FRAME JAMB-LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CUP SCREWS /12 X 1 1/2" PH SMS 5 L-3004 LO-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 6 L-3004 LU-119 2 _ VENT BOTTOM RAIL 6063-76 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 I LU-119 2 1 VENT SIDE RAIL-HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 UI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM(3" L) 8 L-3004 U1-119 2 VENT SIDE RAIL-LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 111-159 AS READ. GLAZING BEAD - 7/16° 6083-T5 ALUMINUM 9 L-3003 LU-116 AS REWD. IN-POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3" L) EXT. GRADE BACK BEDDING 50 8 X POST 1N-POST ASSEMBLY SCREWS #10 X 1 1/4' PH SMS 11 L-3005 UI-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L) TO BE APPLIED BEHIND 51 DC-899 AS READ. GLAZING SEALANT- SILICONE • 12 L-3010 U1-7708 AS READ. GLAZING BEAD - S/18" 6063-75 ALUMINUMWINDOW FLANGE BY INSTALLER (TYR) ALL WOOD BUCKS 13 L-7531 L-7531 AS REOD. GLAZING BEAD BULB VINYL PVC VINYL ENGINEERED SEPARATELY 14 SM-5731 AS READ. GLAZING SEALANT - SILICONE 2X WOOD FACE CAULK BUCK (TYP.) & TO REVIEWED 15 L-3012 U-110 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL. BY OTHERS CTYPJ BLDG.OFFICIAL (TYPJ 76 1-3011 UI-133 AS REQ'D. GLAZING BEAD 11/18"LAM./INSUL 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME If W/2l 1/4s MIN.WD. SCREW REMBED 18 L-3013 8 CORNER KEY PER VENT p. 19 L-3013 4 X POST CORNER KEY PER IN-POST /4 20 8 FRAME ASSEMBLY SCREWS $10 X 1' PH SMS Ml t •) 21 8 VENT ASSEMBLY SCREWS X10 X 1 1/4'PH SMS WINDOW FRM1E \ 22 2 X VENT 4 BAR 90' HINGES - STD.&H.D. • 23 2 X VENT 4 BAR 45' HINGES - STD. &H.D. • EXT. GRADE BACK BEDDING __ 24 AS REQD. HINGE MOUNTING SCREWS #10 X 1/2' P.H./PHIL B EXT. GRADE PERIMETER TO BE APPLIED BEHIND 25 1 X VENT VENT OPERATOR- DUAL or SINGLE p ,;%:•',..;,_ CAULKING NOT BY WINDOW FLANGE BY - - 'LAWSON INDUSTRIES', INSTALLER (TYP.) 28 4/OPER. OPERATOR MOUNTING SCREWS #10 X 3/4' F.H./PHIL SDS TO BE APPLIED BY 27 1/OPER. STAINLESS STEEL'C"TRACK OTHERS (TYPJq\ `—EXTERIOR GRADE28 2/TRACK TRACK DOOMING SCREWS #8 X 1/2"F.H./PHIL SDS 29 1/OPERATOR STUD BRACKET CONNECTOR PERIMETER CAULKING STUCCO DR EXTERIOR FINISH "+'_«'+'?`i%%x;ir_':•' BY OTHERS (TYPJ 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2"F.H./PHIL SDS O BY OTHERS CTYPJ '°`%"t"�"�'' •=•�`'.^ FETAL LATH, STUCCO AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8' PH MS FRAME PERIMETER CAULK DETAIL 2 WOOD FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE, PRODUCTRRVISDD 34 1 X LOCK POINT TIE BAR NYLON GUIDES CONCRETE OR SEE MULLION APPROVALS FOR a compLyiagv4th0wIgadda 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 68 X 1PH./PHIL. 8 MULLION TYPE, SIZE AND MAX."'d"g�tgCoda J/}Q n P.T.WOOD DESIGN PRESSURE LIMITATIONS,AcccpiatcoNo •�•�/�•''V•` 36 1/LOCK KEEPER (ST. STEEL) BY OTHERS CTYPJ NOTE: Bx )ato ZG72 21 •• ••• •Tfi�LO PRESSURES OF 37 2/ KEEPER KEEPER MOUNTING SCREWS 17 • • • • •FI D, MENT WINDOW, OR BY 38 L-3014 4 SNUBBER 6063-T5 ALUMINUM • • •• •M SHALL GOVERN. il(la )Oad61`saduclGbS • •• • 39 2 SNUBBER SNUBBER INSTALLATION SCREWS IS X 1 2"PH SMS i 1/41 • • • • • ":'r":r SHIR� ••• •• • •• 7:- �+f a.w,re,.xotw ��gg 'p'/�T�'j T „- A.Revlaed to w 2010 F1iC �� /Je/ �( &%I N.W.90 ST. .,fi•,: #Q��_12 S.M.S. X 1 1/4"L S:�, ._• "�s' &ft"wl end Re"M to sheet 5&8 d 7 v® 1 iR£OLEY.FW�DA 33166 'J° •' SEE ELEV.FOR SPACING I D T ZNC. PH No.(305)598-8860 • ••• •• •• • •` a 0.Rebleed to w 2014 FRO MANDAYL7o M OF QDAIA7Y AWJMW FMOYS AND GLASS DOORS °d!"d: a'�•:''••t t AB • • • • • cwo r t ewe »nd ctihaorw s w./a�w mm ed mw.k a wren e, (FOM.F Z ) •O •• • • _ NOA 0pW 3200 LCNOA OB-Ot'sru •: i•S£� ! °'°�' N.ERAzo `°�°oovv/o6 Series: 3200 Outswing Impact Casement Window IILST�AFCE ••• • • • • =y wawa ft Sat•Re1"a R.RRAzo BILL OF MATERIALS LIST AND DETAILS oe/>•/ia ALTERNATE ANCHORING AT SILI MULLION ATTACHMENT DETAIL 7 7014" Pi"r`°"L"t c °o°"°'"'�""" sioo oeNOA of Bnn 4rg R�ea�L3200 01 a of DATE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 6 16 LAMINATED GLASS COMPOSITION - TYPEA t 2 F(an a Frame Window Glazed with ITEM MCRIPTION DRE&L ____-POOR act CasementWbtdow Glass Type N' Glass Type•B" Glass Type"C" Class Type"Ir Giass7ype"E' 1 1/8•ANNEALED GLASS -. p .-... .-.�. ...._.- - _--= ConB uratlon:"X' 6t1G AnrtealedGla96 Etta"HS Gless-PVB Ens"IiSGla99 aGP 7114"MllealedGlass 11na^Nmeatadgass 2 0.040'PVB INTERLAYER o 13 Butaclte PVB by DUPONT or ._-._._-_._-4 -Size _dth Height Anchors DP+ DP(-_ DP(+) - __+) DP() DP(+) ice(),. DP(+) DP() Saftex PVB by Eastman Chemkot Co. 630 �.___ ._,�-_:_<:_ Code on) on) HeadfShc Jamb Pd Pd Pd p� ._.._ Psi Pd Psi psi Pat Pd 3 Ire'ANNEALED GLASS --------- 12 19.125 26 2 2 59.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3' 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 730 8 18 LAMINATED GLASS COMPOSITION - TYPEB 14 W 14 19.126 50.025 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 19.125 63 2 5 69.0 69.0 70.0 820 70.0 820 70.0 73.0 70.0 730 ITEM DEEcewrlox DETAIL 9/16 y 16 19.125 1 74.25 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 1 Ire'HEAT-STRENGHTEIED GLASS GLA ING ITE y 2 0.090'PVB INTERLAYER L H32 28.5 28 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 730 man Softex PVB by EastChemical Co. 'I - - 5/16'Laminated H33 28,6 38.375 3 3 59.0 69.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 3 II/0' V•HEAT-STRENGWENED GLASS 48 H34 26.5 80.M 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 H36 26.6 63 3 6 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 6 18 LAMINATED GLASS COMPOSITION -TYPE C 13 M 245 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 1 73.0 ITBM DESCRUMON DETAIL V 22 37 28 3 2 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 1 73.0 1 1/6'HEAT-STRENGHTENED GLASS 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 730 2 0.096'INTERLAYER "" "" SentryGtass Interlayer by D"PoM ---- -- -- - 37 6O•62a 3 4 69.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 730 3 Ire•HEAT-STRENGHTENED GLASS ) _ - 25 1 37 63 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 730 28 1 37 74.25 3 6 59.0 69.0 70.0 82.0 14 2020 24 24 2 2 69.0 69.0 70.0 820 1 70.0 820 70.0 73.0 70.0 730 /16 2030 24 36 2 3 69.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 7 16 LAMINATED GLASS COMPOSITION - TYPE D GLA ING ITE 2040 24 48 2 4 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 7/16"Laminated 2060 24 80 2 5 69.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 730 II I 3A6'AF9EALEEo GLASS 2080 24 72 2 5 69.0 59.0 70.0 620 70.0 820 70.0 73.0 70.0 73.0 z oD90 PVB INTERLAYER Ser - -_: 1g 13 2620 30 24 3 2 69.0 59.0 70.0 820 70.0 azo 70.0 73.0 70.0 73.0 Saflex PVB by Eastmon Chemtcat Ca y 4166' W 2630 30 36 3 3 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3 3A6•ANNEALED GLASS �( 2640 30 48 3 4 59.0 59.0 70.0 820 70.0 szo 70.0 73.0 70.0 730 0) 2650 30 .60 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 11 I6' LAMINATED GLASS COMPOSITION TYPE E _ 2880 30 72 3 5 59.0 69.0 70.0 82.0 70.0 azo 70.0 73.0 70.0 73.0 ITEM DSgcEeTTori DEPAIL _ _ _ g 26'10 32 24 3 2 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 t Ire•ANNEALED GLASS 2830 32 36 3 3 59.0 59,0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2040 32 48 3 4 69.0 59.0 70.0 V-0 70.0 8z0 70.0 73.0 70.0 73.0 P OSafi-Az PVBbyE�sn themkat co.AYCR "- -Y® _1 t4 2860 32 6D 3 6 69.0 59.0 70.0 82.0 70.0 820 70.0 730 70.0 73.0 3 Ire'ANNEALED GLASS --_ - -- 9/16 2860 32 72 3 5 69.0 69.0 70.0 82.0 70.0 62.0 70.0 73.0 70.0 730 4 1/4'INSULATED AIR SPACE - - _�.-� GLA ING ITE �0 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 730 s Ire•ANNEALED GLASS ( `aaa 11/18"Leminated/bm"ted 3039 38 138 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3040' 39 48 3 459.0 59.0 70.0 8z0 70.0 8z01 70.0 73.0 70.0 730 LINATED GLASS TYPES GLAZING OPTION 3650 36 60 3 5 AM69.0 59.0 1 70.0 azo 1 70.0 1 ago 1 70.0 73.0 70.0 73.0 DETAILS 3066 38 1 72 1 59.0 F69.0 70.0 81.0 PRODUCT'REVISED as complylDg WRI,Ille Florida ItuiMiBg Cado Q Q •• ••• • • • • • •• Accepinnce No `/�O� • • • • • • • • • oia Q� • • • • • • • • • �hinlyd BdoNttmlBct Cwntol PE11 0 I3EG1PIaBd{ ARerst6ed W Com x 20to FSC ® A pB/ S O1 Ot MEOtEY.N.W. A 33(88 1L/11�� IY/ ILJJ '11V00 V =I N W 96 ST B.Renas%I and ftWaa to sheet 3 of 7 _ ZNC. PH No.(305898-8880 • ••• ••• • •• • 150 - • • • • • • • • • _ C'.Revteed m Co • 2014 FOC YIRUiAClLRBR OF QDALIfY ILOYRyRY BTNDDls dRD atesR DOORS • • • • • •• • • _ swa fba Avt C4a", Arad Ca6W"Y, dM"/Ifxba ttpw bJmW1/e eebton p •• • • • • • • • • • • NOA yam 3200OB-1 • •• • • • • • • • • N.ERA20 "b o a/m Series: 3200 Outswing Impact Casement Window Baeb"De+ it.ERA20 Dago OB/H m GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS B"dmaa lowso sorb Aadnal Ry C.�aEM2oo-oeNOA of a4'�-13200-0801 a or v DATE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s 5/16" LAMINATED Glass COMPOSITION - TYPE A 12 F1arqeFWmWndowQ=9dvAh ' 1TBN DBSCRR'170N DETAIL 3200InVactCaselventWindow Glass Type"A' Gass7ype"S' Glass Typo"C' Gass rype"D" GlassType"F• 1 LW ANNEALED GLASS _ - _.. B U"'PVB BNTERLAYER _ U�Ion:�70C',•'X01'OE��OXu 6M8"AmlealDdQass N18"HSQaes-PVB 6M8"HS.CTass.Sf 7M6 ArmealedQass 11M8 AroleatedC> s B"tacite PVB by mipmT or -` - Stm Width Height IArlchas �(+) DP() �'(+) OP(•) DJ'(+) (:) UP(+) DP(L_DP{+) DP() Saftex PVB by Eastnon Chenlcal Co. --y-natio• - - - ---- - Qode (ink n Head)Sfll Jamb Vd P� pe( f� 3 1/8•ANNEALED GLASS ---e-__ --- v7 22 37 26 4 2 70.0 1 70.0 70.0 7&0 70.0 820 70.0 7&0 7QO 73.0 W 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 7&0 70.0 73.0 8 18 LAMINATED GLASS COMPOSITION - TYPE 14 51 24 37 50 M 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73:0 70.0 73.0 PP6N DESCRIPTION DETAIL 9/16 N 25 37 63 4 4 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 1 1/8•NEAT-STRENG11iEN£D GLASS _ GLA ING BITE 32 53.125 28 4 2 70.0 70.0' 70.0 73.0 70.0 820 7010 73.0 70.0 73.0 E MM'PVB INTERLAYER ��__ � 6/18'Laminated $ 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 Soflex PVB by Eostnm Chenlcal Co. a3W 3 1!8•HEAT-STRENGHTENED GLASS � 34 53178 50.625 4 4 70.0 70.0 70.0 73.0 700 820 700 73.0 70.0 ;F&0 48 35 53.125 63 4 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 6 16 LAMINATED GLASS COMPOSITION - TYPE C 13 D22 74 26 6 2 70.0 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 ITS" DBSCWTION DETAIL D23 74 38.375 6 3 70.0 70.0 70.0 730 70.0 820 700 73.0 70.0 73.0 1 1/8'HEAT-STRENGHTENED GLASS _ _ _ _ D24 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73,0 2 OAW INTERLAYER --- '' D26 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 7Q0 73.0 70.0 73.0 sentryGtase Interlayer by DuPont ' __ ===- '= 302D 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 7aO 3 1nY HEAT-STRENGHTENED GLASS I aa•' 3030 36 36 4 3 70.0 70.0 70.0 73.0 700 820 70.0 73.0 700 7a0 14 51 3040 35 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 9/16 3050 35 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 GLA ING iTE 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 7 18 LAMINATED GLASS COMPOSITION TYPE D W � DEecRIPTION D>a,�L 7/18'Laminated ly 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 7a0 70.0 7a0 1 3/16•ANNEALED GLASS mr _ _ N 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 E aoAo•PVB SNfERLAYER t .lW =- 16 13 L4): 4050 48 80 4 4 70.0 70.0 70.0 73.0 70.0 82.0 700 7aO 70.0 73.0 Soft"PVB by E-tnan Cheedcat Ca w-�auao ..1 8020 60 24 5 2 700 70.0 70.0 73.0 700 820 700 7a0 70.0 73.0 3 3n6•ANNEALED cd.Ass G 5030 60 36 5 3 70.0 70.0 70.0 73.0 700 8LO 70.0 73.0 70.0 7&0 804!1 60 48 5 4 700 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 11/16" LAMINATED GLASS COMPOSITION TYPE E ___- 5080 60 60 5 4 70.0L 70.0 73.0 700 820 70.0 73.0 70.0 73.0 yrea DESCRIPTION DRTAM 6020 72 24 6 2 700 700 73.0 70.0 820 70.0 73.0 700 730 I Ire•ANNEALED GLASS 8080 72 36 6 3 70.0700 730 70.0 820 70.0 73.0 70.0 73.0 E A.0W PVB INTERLAYER 8040 72 48 6 4 70.0 700 73.0 70.0 820 70.0 73.0 70.0 73.0 SaFlex PVB by Eastnon Ehenicol ca ® . 605D 72 60 6 4 70.0 70.0 73.0 70.0 820 700 730 70.0 73,0 3 1/0'ANNEALED GLASS ==-- - /16 4 1/4'INSU ATED AIN SPACE .1-+• __-�:_ GLA ING BITE 9 1/8'ANNEALED GLASS I - 11/18-LaTninated/hMnilated LAMINATED GLASS TYPES GLAZING OPTION DETAILS PRODUCT RRVIStiD wool plylagurilhtite-lad" . •f•• • •• • • •• •• • • A"r,iRnn6Codo4 2 o1g>w 004)-tt 6! rAiiICome, of: •f• ••• . • • •• PRO .., ,..• to V 20Io FOC �//��/� /JJ��®JT /i S O1 9 MED FLOWDA•33188 IL Ranond and Rsvidoa to skeet 8&8 N 7 �• = C• PN No.(308)888-8880 f • • • • • • • • r. C.Raetwd to Owoyr 2014 FOC =WFAM MR OF QUALITY AUMNNUM 1dMO0/8 AIM CUSS MRS • • • • • •• • ! mam ;-- Fon a- Ash NbaDwe+ AW4./YeL4 n-ftf-N Rw4kn N •• • • • • • • • • • • • • •• ••• ••• ••• • • " '°� N.ERAZO noa o7oe Series: 3200 Outswing Impact Casement Window .• • • Lei soww aNe N.F3Az0 �"l-A, GLASS & DP CHARTS AND GLAZING DETAILS FOR =-OX-XO' UNITS awan cEwa 0 ssol" Asst sUa.nnaL3200- -Ot Aar° "I.3B00-O801 sA..a 8 OF 7 DATE__' • • • • • • • • • • • f• f• • • • •• •• O FRAME IN-POST RAIL VENT RAIL L-3003 EM#6L 1.218 6p83-T8 ALUMINUM 1'43 4" 4° w 10 X 1 1 I 1 FRAME HEAD I .062 4" �� t P.H./PHIL SMS i lr VW RALL ir L--3001 H./ s I t 6063-T6 ALUMINUM I I � 1 0�a 2.250 - -'- - - - --------- 0.062 .062 2.312 0.082 I 1 1 _-_-__.____ t i 062 71 1.110 ' •062 f j ANCHOR CLUSTER -"17 2, 1 5 (HEAD/SILL TYPICAL) VENT JAMB 4.797 FRAME JAMB O 7 i 1.875 5 6 6 INPOST C�1N HOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL .21 VENT RAIL 1"IE IMPOST 50p 2 3 4 OR FRAME SILL/JAMB 0.062 6 L-3004 T6Lu J�MM ULUON TYPE, SISEE MULLJON APPROVALS E VAND FMAX. T L-3002 6063-TB ALUMINUM ESIGN PRESSURE LIMITATIONS. 6063--T6 ALUMINUM : THE LOWER PRESSURES OF FIXED, MENT WINDOW OR MULL SHALL GOVERN 2.250 .e-.•062 2. 1/4' MAX SHIM 6•.062 0.062 # 12 S.M.S. X 1 1/4" L SEE El]V FOR SPACING RAME SILL sn 2.398 p•� 7VANDOW L IN CONTACT WITH E PAINTED OR PLATED.TRUCTURES: 0.076 FRAt1E PL^TE f ALUM. 1/8° MIN. THICK) L-3007 �- Fy = 36 KSI MIN. SORM 6063-T5 ALUM114UM 0• INUM : 6063-T5 MIN. 4-@to X 1 1/4'1.216 Skis ALUMINUM SNUBBER SEAMAN 3BFRAME FRAME IMPOST DETAIL O L-3014 FRAME & SASH CORNER ASSEMBLY DETAILS a 377 6063-T5 ALUMINUMMETAL STRUCTURE ATTACHMENT DETAIL 10 FRAME SILL ANCHOR CLIP •094 11 L-3008 ED FIXED LITE MOUNTING BRACKET PRODUCT •the Florida as compS CO' OS°20 6063-T6 ALUMINUM ,g7p L-3006 Buitdin Codc q V r0_09.4 AccePWroe No / 0.88 • • • • =8 ALINUM txPirpSgD,Deto - , �d I- 0 0.070 • • • • • • • • Tiy--- �cu.J✓,u 2.790 • •• • ••• • -.,t.,..,. do act contrj of 12 5GLAZING READ/18Lamluatad i6 GLAZING BEAD 48'GLAZING BEAD pROF$Sg1 lyl�gg'', xaAwwnRmhed�ato a 2Ot0 FBC LA � �T ° li/I8°iasttlatrsd/Isminated /IB°Laminated 1R.LS 6 •", .(`�j• •( �T L�EOLEY FLOMoA•33168 6/161 i n L-7708 Z25 IL ��1.AeT 5 6 6 or 7 •L-vw•ur LD ills. • •• L-:009 or LII-169 A. PH xo (305)898-88� 8083-T5 ALUMINUM • 16063-05 ALUMINUM* • • f 00630-T5 ALUMINUM Restsed to comp w/2014 180 MAN/PA?PLMM dP QVAUV"MUMUM VNWV8 den NAM noses • • • • • • • ONio CtmK Purl Cleat /Ydl Cnh/erl< b'lrGl/tlat44 /Irm R�fimwl N RnMton/t 0.050 • • • • • • f ASSEt19LY 1 0601 �1� 0• ••• ••• p i° { °s '� N.RRAZO °p"67°7s7 oa Series: 3200 Outswing Impact Casement Window o ss t os66 CC 44 1 t i°"t" x.»Azo °pfe /Ia EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS .688 0.050 0.686 0.115 0.668 :3 -" ';C'` )7-, erwle,.clrra 0 s.ea, Pr°aeee aK xamem P,ewre A6mlen sacro DATE__- ctiseHrazao-a•+lu-at L3200-0601 70y? • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •