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WS-16-3039Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number APPRO"VI Expiration: 05/20/2017 Applicant 186 NE 106 Street Miami Shores, FL 33138- 1121360050010 Block: Lot: CK PROPERTY SOLUTIONS, LLI Owner Information Address Phone CeII CK PROPERTY SOLUTIONS, LLC 1 t6 209 NE 95 Street MIAMI SHORES FL 33138- (305)758-3133 209 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone CLEMDEL CONSTRUCTION CORP (305)856-4715 CeII Phone Valuation: Total Sq Feet: $ 4,000.00 0 Type of Work: 10 WINDOWS REPLACEMENTS. No of Openings: 10 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $3.00 $3.00 $0.80 $200.00 $9.00 $3.20 $221.40 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -11-16-61970 11/21/2016 Check #: 7031 $ 221.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futherm - Prize bove-named contractor to do the work stated. Ile F:1.00411." Authorized Sig / Applicant / Contractor / Agent Building Department Copy November 21, 2016 Date November 21, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED NOZi�16 FBC 20 (`lt BUILDING Master Permit No. NS -1 -3039 PERMIT APPLICATION Sub Permit NoRQ. is -2G-09 El BUILDING ❑ ELECTRIC ❑ ROOFING Q REVISION El EXTENSION El RENEWAL [I PLUMBING ❑ MECHANICAL ED PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / 6 11/7___-:/6 5 / City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: /l 2 / 3 °a. 5 cdl C1 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 7! "40 /, /i T y S'1 �� lvvL S Phone#: 3 "s zi / o 3 Z Address: 2 e✓ C/ �U� X15 5-7- 7 City: /t1 1,f( State: Zip: / 3 sf Tenant/Lessee Name: Phone#: Email: 14v 7 1-r-66Ati _ C®"44' CONTRACTOR: Company Name: ,_Phone#:��S m(, ) Address: 1 k Tjs1- nnn"t' A City: N11 '��t I State: TL Zip: 3(3'3 Qualifier Name: e::::...[: I'1e4Dc Phone#: 3 Z7 C 9 , C 3-4'11 State Certification or Registration #: ` e 2 e.) 3'l 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: ! Value of Work for this Permit: $ '4) 600 • c Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: r7 L.k._,‘ 2 C clb) Specify color of color thru tile: /� Q Submittal Fee $ Permit Fee $ 70» CCF $ >7 , 40 CO/CC $ ((,/ Scanning Fee $ I Radon Fee $ ° as DBPR $ 3 •' Notary $ Technology Fee $ 3 ••,,( 21) Training/Education Fee $ at 0 Double Fee $ Structural Reviews $ 0 Bond $ TOTAL FEE NOW DUE $ (( 2'2.1 ,, 40 (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 OWNER or AGENT The foregoing instrument was acknowledged before me this day of dV V P tit 11.49C , 20 /k, , by 4,j' fad/+tRt c� cc / , who is personally known to me or who has produced FC__ 25 (-- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 0 ********* JIM D. PAMPLIN Notary Public -State of Florida c My Comm. Expires Jan 13, 2017 -:44,,,,..0,Q,-0'Commissirn #*E *3 ig ************* ** APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this / day of A/01/9 -44 -17-e , 20 /(7 , by 0. /eiurl'e /6 N (ems , who is personally known to me or who has produced L )( L---- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner JIM D. PAMPLIN Notary Public - State of Florida In,* 4), My My Comm. Expires Jan 13, 2017 's oa. Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2136-005-0010 Property Address: 186 NE 106 ST Miami Shores, FL 33138-2037 Owner CK PROPERTY SOLUTIONS LLC Mailing Address 209 NE 95 ST STE 7 MIAMI SHORES, FL 33138 USA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 /3/0 Floors 1 Living Units 1 Actual Area 2,246 Sq.Ft Living Area 1,958 Sq.Ft Adjusted Area 2,096 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1939 Assessment Information Year 2016 2015 2014 Land Value $199,874 $164,822 $155,872 Building Value $150,745 $151,960 $149,214 XF Value $973 $770 $780 Market Value $351,592 $317,552 $305,866 Assessed Value $351,592 $317,552 $263,111 Benefits Information Benefit Type 2016 2015 2014 Non -Homestead Cap Assessment Reduction $0 $0 $42,755 Note: Not all benefits are applicable to all Taxable Values i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 1 PB 41-51 LOT 1 BLK 201 LOT SIZE 75.000 X 124 OR 18203-4127 0798 1 Generated On : 11/2/2016 Taxable Value Information Previous Sale 2016 2015 2014 County Exemption Value $0 $0 $0 Taxable Value $351,592 $317,552 $263,111 School Board Exemption Value $0 $0 $0 Taxable Value $351,592 $317,552 $305,866 City Exemption Value $0 $0 $0 Taxable Value $351,592 $317,552 $263,111 Regional Exemption Value $0 $0 $0 Taxable Value $351,592 $317,552 $263,111 Sales Information Previous Sale Price OR Book - Page Qualification Description 06/23/2015 $331,600 29689- Financial inst or "In Lieu of Forclosure" 0265 stated 05/11/2015 $0 29612- Corrective, tax or QCD; min 1748 consideration 08/07/2014 $275,100 29267- Financial inst or "In Lieu of Forclosure" 2908 stated 03/01/2007 $0 25568- Sales which are disqualified as a result 0099 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/2/2016 Detail by Entity Name N OF Page 1 of 2 Detail by Entity Name Florida Limited Liability Company CK PROPERTY SOLUTIONS, LLC Filing Information Document Number L10000091747 FEI/EIN Number 27-3374777 Date Filed 09/01/2010 Effective Date 09/01/2010 State FL Status ACTIVE Principal Address 209 NE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Changed: 04/26/2011 Mailing Address 209 NE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Changed: 04/26/2011 Registered Agent Name & Address KOOTTUNGAL, VIJU 209 NE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Address Changed: 04/26/2011 Authorized Person(s) Detail Name & Address Title MGRM KOOTTUNGAL, VIJU 209 NE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Title MGRM http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 11 /2/2016 Detail by Entity Name Page 2 of 2 CROOKS, ENRIQUE 723 CRANDON BLVD #406 KEY BISCAYNE, FL 33149 Annual Reports Report Year Filed Date 2014 03/10/2014 2015 03/24/2015 2016 02/08/2016 Document Images 02/08/2016 -- ANNUAL REPORT 03/24/2015 -- ANNUAL REPORT 03/10/2014 -- ANNUAL REPORT 04/03/2013 -- ANNUAL REPORT 04/24/2012 -- ANNUAL REPORT 04/26/2011 -- ANNUAL REPORT 09/01/2010 -- Florida Limited Liability View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Copyright �'1 and PrivaCY POliCieS State of Florida, Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 11/2/2016 DEPARTMENT OF REGULATORY AND ECONO ISS RCES BOARD AND CODE ADMINISTRATION DIVISIO »`T NOTICE OF ACCEPTANCE (NO Lawson Industries, Inc. 8501 NW 90_Street ID Medley, FL 33166 SCOPE: A _ I ws 6-36�i MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m in midad e.eov/eco nomv 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 applicablebuildipg cocie. This product is approved as described herein, and has been designed to comply with tire F1oJ gilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS -8700 (Flange -Frame)" Aluminum Horizontal S1iaiog,Windoyt•--,1j..M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Hoti2ttltal Rolling• Flange' •: • • • Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B",' 1 tt0:08/11tP4,.pitpared' • • • • 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 ate 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 logos it state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA nwnber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12--0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • MIAM •DADE COUNTY APPROVED NOA No. 14-090V4 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 Page 1 • Lawson IndustriestInc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) • 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, i;ej abed by Hurricane Engineering & Testing, Inc., Test Reports Notes HETI-1'8 3049 anti . HETI-10 3051, dated 03/23/11, signed and sealed by Candidpt. rot, Pi B..: • • • (Submitted under previous NOA No. 11-0705.10) • • . 2. Test reports on: 1) Unifoim Static Air Pressure Test, Loading per 1111C T4S•202 94 • • along with marked up drawings and installation diagi"alfe of 8' •srecimerts : • • of an aluminum horizontal sliding window, XOX (1 j�,�: 2, 174 • and 1/37*** 1/3, 1/3) configuration, prepared by Hurricane Engineering. &Jesting, Inc., Test . • Reports No.'s HETI-10-3047, HETI--10-3053, HETI-14-3(151, HETI-10 -3130,..:. HETI-10-3223 and HET -10-3225, dated 03/23/11, signed and.staled Iry G;andido fe • • : Font, P. E. (Submitted under previous / OA No.t-:0205.19) • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-30491, 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. Droz-Seda; P. -°E. (Submitted ander previous NOA No. 11-0705.10) 1 ' Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1,_ TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading per F$C TAS 202-94 . 3) Water Resistance Test, per FBC, TAS 202-A • • , • •• • 4) Large Missile Impact Test per FBC, TAS 20144. . 5) Cyclic Wind Pressure Loading per FBC, T48.294-94 • • • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 ' • • • • • along with marked up drawings and installation diagram; g '; : specimen; i of ai aluminum horizontal sliding window, XO configuration, prepari by Feuestration . • Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTS -3364,• • • : • dated 12/06/01, 12/11/01 and 01/28/02, all signed and *aled.by Luis Antonip • Figueredo, P. E. (Submitted underW044 No. ex -v2.27, 05) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 9,7/10 and updated on 01/25/12, signed and sealed by Thomas .1. 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 D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no fmancial interest, dated 05/20/10, signed and seal j, jy;Thomas J. Sotos, P. E. (Submitted under previods ND.Q No.'12 0127:08)' • • : • 5. Laboratory compliance letter for Test Reports No.'s HEW - 10;3045 4041-10- • • 3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, MU -10-3051, HETI- . 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10;30Pa HETI-.1Q-3131, • HETI-10-3131, HETI-10-3223, HETI-10-3224, HET -1843225 and HETI-181: • • • 3226, all issued by Hurricane Engineering & Testing, Inc., hied 31/097 T Os 033/23/f f • • • and 04/25/11, signed and sealed by Candido F. Font, P. E. . • (Submitted under previous NOA No. 11-0705.10) •• • •• 6. Laboratory compliance letter for Test Report No. HETI-A-3251, issued by...: Hurricane Engineering & Testing, Inc., dated 04/25/11, signee•and sealed y.Rafael • E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F.. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal Sliding Window -. LM:I.", approved on 03/29/12 and expiring on 04/11/17. E---3 Jaime D. Gascon, ' . E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 • Notes DX X4 1) REM! TO SHEET 2 OF 10 FOR mamma ANCHOR DETAILS AND NOTES. 2) FOR 82RTEOAL COMM -SECTION mos 'A. Al. H. & 131' REFER TO SHEET /3 3) FOR HORI20lRAL 01083-SECITON DETAIL 'C. 0. & r REFER TO SHEET 8d 4) REFER TO SHEET 8 OF 10 FOR 3LSION LOAD CHARTS ACID NOTES. a:k. ,0 �� XOX -Ewa Lite (1/9-1/3-1/3) NOTES: t RESER TO SHEET 8 OF 10 FOR DRSTA1dATWN ANCHOR ULTDIs AND NOTES. 23 FOR VERTICAL CROSS-SECTION DETAIL 'A. M. R. & Ta' RIFER TO SHEET 93 3 FOR ENTAL CROSS-SECTION DETAILS '0. & 8' REFER TO SNOTS 80 4 RIPER TO MILT 0 OP 10 FOR 015108 LOAD CHARTS AND NOTES OGD // Y7 -CESS -TO Om : // .1/, XOX -Ewa Lite (1/9-1/3-1/3) NOTES: t RESER TO SHEET 8 OF 10 FOR DRSTA1dATWN ANCHOR ULTDIs AND NOTES. 23 FOR VERTICAL CROSS-SECTION DETAIL 'A. M. R. & Ta' RIFER TO SHEET 93 3 FOR ENTAL CROSS-SECTION DETAILS '0. & 8' REFER TO SNOTS 80 4 RIPER TO MILT 0 OP 10 FOR 015108 LOAD CHARTS AND NOTES OGD // Y7 -CESS -TO Om : // .1/, / // , ./j. a NOMXOX •• Un -Equal Lite (1/4-1/2-114) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR URT'ARS AND NOTES. 2) FOR VFRNCAL CROSS-SECTION 020880 'A. M. B. & 81' REFER TO SHEET /3 3) FOR HOs2ONTAL LEOS8-SECTION DETAILS 'D. & B' =ER TO sneer 08 4) REFER TO SHEET 7 OP 10 FOR DESIGN LOAD CHARTS AND 8018, SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVE ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM S DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OP THE 2014 FLORIDA BUILDING CODE INCLUDING MOH VELOCITY HURRICANE 2014E (HVHZ) AND AWE 1300-02. THIS PRODUCT I8 IMPACT RFS1STANT. (SNIFTERS NOT REQUIRED) 2.) WOOD SUMS SHALL BE INSTALLOI AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED ]AADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE RENEWED MI BUILDING OFFICIAL. 3.) ANCHORS SHOWN 014 SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW 817.1S ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND A8 TABUTATED ON SHEETS 8, 7, or 8. 4,) ANCHOR CONDITIONS NOT DESCRIOED 114 THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 70. BE REVIEWED BY BUILDING OPFICIAL, 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE ]AMINATED GLASS TYPES TABULATED HEREIN (SEE SBEETs 08, 7, or 8), AND FOR USE WITH DOUBLE 411002 • LAMINATED 1NSUTATED GLASS TYPES TABULATED HEREIN (SEE 81l2ETo /8, 7‘46A1.• • • 8.) WINDOWS WITH GLASS TYPES 'A, C. OR (1' INSTALLED AWE 3084 • IN THE 1X7142. THE 1.0. EXTERIOR UTE SHALL BE TF3NP . • • 7.) SEE SHEET 4 FOR LOCH DETAILS & 01110N2. • • • • 8.) BEE SHEET 0 FOR 01A88 TYPES. 0.) SEE SHEET 8 FOR DESIGN PRFWURF8 ON 'X0 or OK• f8A)a8S.• • 10.) SEE SHEET 7 FOR DEMON PRESSURES ON EQUAL -UV za S • 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL WINDOWS, 12.) FOR OPTIONAL FRAME INSTALLATION DE'T'AILS SEE SHE180 SSP or 8. • • • • 13.) EXT. & )XRT. FALSE COLONIAL MUN71N8 ARE OPTIONAL & AAD ARE APP!2D IF/ 8ILI,ONE • 14.) WOOD BUCKS IN CONTACT WF11 CONCRETE MUST DE I11EATED AND ARMCO (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SIM ss 0 FOR DI • & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE /S� TIII 2014 FTN: • 24 SECTION 11.3.2.3. • • 18.) APPROVAL APPLIES TO swat UNTIE OR SIDE BV SIDE MUD DTIIs. 18.) SEE 8822E B 8 FOR MULLION/NEPAL ATTAl31MENT DWYA11 , 4% *PTI0N8. • 17.) IMUW NO HORIZONTAL SLIDING WIDOWS WITH O1TER TYPO OF IMIB4DADE COUNTY APPROVED WINDOWS USING A )IWMI -DADS COUNTY APPROVED MUUlfX IN BETWEEN ARE AC TAA THE LAM DESIGN PRISM= FROM THE WINDOWS OR MUUZON APPROVAL 0111. ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR 0?10R DISSIM1142 MATERWB TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 $F•T112 2614 FLORIDA 161114cps. • • • ••• • )fI m 8^p �IC�yjj+ i :11; 02 V 4t ):•1 gat I 414111 • •• t,• 1 • rItI TEST 888' 8PA 111' Y 83' • INSTALLATION PASTIME= (A) 10 AT FRAME HEAD (14 AT F8605 BEAD ff DP 6.Bf (B) 10 AT FA. FRAME 801 (14 AT 7116.0E 811111. W DP AB01 (C) 6 1T F.A. FRAME JAMB .88E GENERAL NOTE W & T8S1 UNIT 82E: 111' E 01' 760.0) Tao) 8O 3/8' OVERALL FRAME VIUTH O 1 -0,e10 0 84 3/8' INTERIM FRMS: VIDT A� rige 4 1-40.1771 40.17 t1 ilv I I_ y _� . _- J PR" -TA ///y - 7/e °"' yv_ II7!. /moi , /'1 m y .-, //� - '% u r - c __ , i- '1 f II i I I I ITVII A6IDII18WspeABD63tIS WIDED11.1. / �- 6.'A AS BPL ATelat TWINS � HM LETTS / -- 1M .) V NN0Q1��[�� "Mr WINDOW EQUAL LITE F-70.FVERTICA1- CROSS -SECT= RETAILS 'A Al. B. A 81' AT SNEEI 13 2. SEE t®UHP*TIL CROSS-SECTION DETAO.S T. 8, A E. AT MEET •S INSTALLATION FASTENERS • (A) 10 AT FRAME MAD (14 AT FRAME HEAD IF DP ABO (B) 10 AT Fl FRAME 8111 (14 FRAME (C)6 AT E1 FRAME SILL AROE .SEE DERRRAL 503E 03 a 04. TEST LABII MS. 74 R 03- 8181'ALIATIOM PAS16NPR8• (A) 0 AT TRAMS HEAD (6 AT PUAM8 HEAD A DP ABOPF. 70.0 (8) 6 AT EA. FRAME 801 (6 AT TEAMS MIL IP DP ABODE 70.0) (5) 6 AT BA. PRAMS UM •MSE 55RERAL MOTE /8 R IL -74' OVERALL FRAME VI0TH 73' INTERIM FRAME VIM AS 70.0UD' i ?OA) n- a 11� ti 10 OVERALL FRAME VIM O 1 -0,e10 , Y. % •• --' I• OITERORt F118577 p1VIDOI AT RM AswanS �""` Dc' I I 16 I 1_i I y T4 3h'. 1z. // o - = — i jjjj /---/% / I '% u r - c __ , '1 f 1 I l l i ) . I I I L SAW MOMSPACDB Ar EIa� WAS APPLIED y�E AVAILA$E J AS 6PTIONA 0‘.>"XO WINDOW - UN -EQUAL LITE � IC8 VERT. CROSS-SCCTIW DUALS 'A. Al, 0. 1 81' AT SHEET 43 2 N SEE 1®3lNmPI TAL CROSS-SELICTA01 'C. D. S S. AT SHEET 65 aC 111. DG 1/4' 8C -0 /% /// %/./ oco $00 Y o am 1 i ® •; �•1 •• •••-ecji , Y. % •• --' I• ¢¢9E7..�$+''��-----�--�^�' i • i : i • 13 OC MG •• •• • 13 V' OC. • •• •• 13 1/: OL P� • • ANCI•t /MFG • • L SANE ARMS MACRO AT HEAD 6 Bao 8 TV0 ADDRIONAL MOORS RIMMED AT ABOVE / 7 24 1066ti TM 80�„OX O E /A 6601 1. MX VERTICAL CROSS-SECTION SCUMS 'A, Al 6WL , A 81' AT MT F3 118Ci• E. SEE 1GRNTAL S8-SCCTI$1•CC8Dp84C•. 1 C. AT SHEET N • • • • SERIES -9700 IIORIZONTAL SLIDING VAMP FLANGE FRAME ELSVATil0IiS — 'JCL •• • •••• • • • •• • • • • •• 11 1 •8 14 • • ti•g 1 r Ri 000m,4 77F,,, 3y I/4• TAPCTIN V/ I I/4• MIN. EMMERT INTLI CONC. <SU ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1 1/13. 004. EDGE DISTANCE STUCCO INER METAL LATH NAILED TO 014 SAS. V/ 1 I/4' EXTERIOR CRANE PLYWOOD SWATHING KIN EMBEDMENT INTO WOOD I. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 112 6 TO BE REVIEWED BY ELM OFFICIAL <TYP.) (EXTERIOR FINISH BY LITTERS) FOR MAX. FASTENER SPACING) 2. VIM RUM as FRAMING (N13T BY LAWSON NOT Y LA STUN SERIES, INC. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED 4A ' BY THE GLAZING SYSTEM ...„ ' 1 1/4' MIN. - AEMBEDIEN/% 4 • 4. r• EXTERIOR GRADE PERIMETER CAULKING I/4. IDOL WM SPACE (112.4 0 EXTERIOR CLEAR SILICONE ADHESIVE BEDDING C.EMPLIUND INTERIOR LAMINATED GLASS DT. GRADE PERDETER. MILKING TEIT BY •LANSCH INDUSTRIES' To 24. 0111.1E0 80 OfftERS MP./ EXTER/OR GRADE PERIMETER CAULKING le; aA SINN SPAM LW MAL EMEEEMENT ff2. ." EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS LIN SHEETS 04, AS, 6 06. ' 1/80MIN.. EDGEBla OPTIONAL SILL DETAIL AT '20 or OX" • • • • • • I/4' NAX • • SHIM SPACE • • • erYD•I 0 • • • • • • • • • • • • • • ,,IFERIOR • • • • • • • • • • • • • • 0 • EVILIMAKEEMALUMNAKIn • • • • • WINDOW INSTALLATION NV.• • 0 • •••• I. THE *INTIM/ FRAME FLANGE TO BE BACK -BEDDED V/eN444(it • GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF • BY WINDOW INSTALLER (1YP) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS <TYP.) • WHEN THE GAP BETWEEN THE WINDOW paAme AND THE BUCK OR MASONRY IS LESS THAN IX, MINS ARE NOT REQUIRED. ANCHORS NOTE* ANCHORS TO BE 412 SMS LIR VD. SCREVS INTO won, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONE., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FM QUANTITIES WARRED 0 1 1 1 1 • L. 1 8 1 02 • • • •ito. 02 02 11 1 • PX VOID BUCKS BY OTHERS (TYP.) (BBYY OT�SS)) [SH 814 SAS. V/ 1 1/4' MIN. EMBEDMENT INTO VDOO. (SFE ELEVATION AT SHEET D2 FOR MAX. FASTENER SPACING) L ALL WOOD BUCKS ENGINEERED SEPARATELY & TO DE REVIEWED BY BLDG. OFFICIAL (IYP.) 2. WOOD BIRO( AND FRAMING (NOT BY LAWSON INDUSTRIES) GLAZING SYSTEM 1'�➢S IMPOSED It4 EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) ;M�m,iva"�C STUCCO DVfa METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SWATHING TO BE SPECIFIED BY ARCHITECT DR OM ANNEX= FINISH BY OTHERS) OUT BY LAWSON INDUSTRIES. DL 1/4' MAX. MMI SPACE LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 11111111 111111,_ 1,-111 IME I 40 1. ¢T n mm ATF EXT. GRADE PER/ ETER CAULKING NOT BY LAWSON IHDIISINIES', TO BE APPLIES BY ATHENS MP./ LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH ESIRUDED ALUMINUM AND PLASTIC LUT HANDIE LOCKS ARE QUALDIED FOR USE ON ALL WMDOWS. 2. BOTH DDE CAST AND NYIAN CAM LACKS ARE QUALIFIED FOR USE ON AIL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH PENT. 0 E2'PERIOR 73' MAX. WINDOW FRAME BUCK VIDTH GULLRADE K 74' MAX. WINDOW FRAME FLANGE WIDTH PT. WOOD BUCKS a. 1/4' TAPCUN V/ 1 1/4' MIN. EMBEDMENT INTO CONC. • (SEE ELEVATION AT SHEET 82 . FOR MAX. FASTENER SPACING) nurc:,. Jf 4 • e 1/•'f41 • EMBEDMENT ••16.•• 1DISTANCE .. , i te"s•• . •• •••• • • • "XO" WINDOW EQUAL LITE ( "02' REVERSED ) WINDOW 1NBTAILAMION NOTES* L THE WINDOW FRAME FLANGE ID BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDOV INSTALLER (TYP) E. Tiff EXtvaLO EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRATE CAULK BY DOERS EYP) • WHEN T16 OAP BE'PBFBI TUB WINDOW FRAME AND THE BUCK OR MASONRY 6 LESS THAN I/O", SHOWS ARE NOT REQUIRED. ANCUORS NOTE; APMHEIRS TO BE 012 SMS OR VD SCREWS INTO WOOO, OR 1/4' TAPC@S is APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM IS 1 1/4' PENETRATION INTO WIND I6 CON. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •• •• • • • • • • • • • • •• • • • • •••• • • •••• ••• • •• •• • • • •• • • • • • •• • Y / 12 X 1 3/4• S.N.S. 1 1/4' MIN WOOD ENDED (SEE ELEVATION AT SHEET 42 FOR MAX FASTENER SPACING) z4, NAX a) SPACE -.MAMMA A 1/4' Ca.KGRADE (TIP) O CLEAR SILICONE ADHESIVE Q BEDDING COMPOUND - LAMINATED GLASS EXTERIOR 5441* SPAS (TIP.) T, WOOD BUCKS 1/4' TAPCON V/ t 1/4' MIN. EMBEDMENT INTO CONC. • (SEE ELEVATION A7 SHEET 42 FUR MAX FASTENER SPACING) .CtA1l:111AII'R0\1`SllUlllf\1\P,1M 1/4' MIN M EDMEN� • • • 4• • EDGE DIS t7. .Y ;4. • S••• 28 WINDOW INSI'AW.ATION NOTES. L THE VBNDOV FRAME FLANGE TO BE BACK-BFDfEO W/ AN EXT. GRADE CAULK T)RW6MWT THE ENTIRE PEROIETER or FLAME BY WINDOW INSTALLER CTYP) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • MUER TIB GAP DENBBN 1)30 WINDOW FRAME AND THE BUCS OR MASONRY B IESS THAN I/O'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE' ANCHORS TO BE *52 SATS 11R VD. SCREWS INTO WOOD. OR 1/4' TAPCONS or APPROVED COG FASTENERS INTO CUNC.. WITH A MINIMUM OF 1 1/4' PENETRATION INTO 110011 CR CWC. (REFER TO LOAD TABLES FOR ONAMTITIES REWIRED) WINDOW FRAME BUCK WIDTH ENO. GRADE CAULK • •••• WINDOW FRANI FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITR • • •• •• • • •••• • • •••• ••• • • • •• • • • • • • • • • • • • • •• • • •••• • • • •• • • • I' • W• •• f 7 G 11 1 11 l 1 1 1 DESIGN LOAD CAPACITY (PSP). OX or XO WINDOWS i 6591 NAV. SO ST. MEDLEY, FLORIDA 33166 PN NA. (30S) 696-6660 ALOYIMiMF WINDOWS AND GLASS DOORS iRS;874 H0P 7 C ROLLING FLANGE IMPACT WINDOW • • WERAIR PLD cam WITH GLASS OPTIONS XI or 030 # # +/-P'ossures(Pst) c WINDOW Jamb H 8 5 Glass Type "A" r 2) 2) Glass Type "13" ( 2) Glass Type "C" C 2) Glass Type"D" (" 2) Glass a "E" (3) I GIa65 Typo "P (` 3) WIDTH ( HEIGHT Anchors Anchors + psf 1 - psf 1, + psf 1 • psf psf 1 pef + pef • pef + psf Ps( +fit psf 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 S 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 8 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 60 24 3 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 9y 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 q 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 650 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3 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 65.0 650 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 4 80.(! 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 &0.0 , 80.0 : • l4e.cl • 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 60 48 4 6 66.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0• • 80.0 • 80.0 { 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 �g 0_ • I • 80.0 • •• WI,. _ 24 60 5 4 65.0 65.0 65.0 65.0 70 0 70.0 70.0 70.0 80.0 8d0 • 80.0 80.0 36 0) 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 X4( • i • 80.0 81.0 48 60 5 6 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 aqo 800 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 ale , 80.0 • tem • 72 60 5 6 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 • • • . •••• 265 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 700 70.0 80.0 80.0 80.0 80.0 i 37 28 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 %eQ • I ' 80.0 • • •8 0 • 53.125 26 3 6 65.0 65.0 66.0 85.0 70.0 70.0 70.0 70.0 80.0 4040 . i 80.0 80.4: 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 265 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 %NA, • I • 80.0 88.0 37 38.375 4 4 65.0 650 65.0 65.0 70.0 70.0 70.0 70.0 80.0 X0.0 • : 80.0 80.Q • • •• 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 :••804. d ffi ffi• 74 38.375 4 8 66.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 380.0 1 80.0 4 80.0 4 265 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 4 18.0 80.0 • •8� Q •8�.0. t e • ••• • 37 50.625 5 4 65.0 65.0 650 65.0 70.0 70.0 700 70.0 80.0 80.0 4 b 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 •4180.0 • 1 5 74 50.625 5 B 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 265 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 3 a a is 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 +1. 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 p 74 58 5 8 65.0 65.0 65.0 650 70.0 700 70.0 70.0 80.0 80.0 80.0 80.01 1 1 265 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80.0 14N/IIIIIIntI N9S ll'� 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 0 80.0 80.0 80.0 80.0 •'� • ' 4'i�'. 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 _ + AA,' e ��mUu�i nn uxu Notes (+)' 1.) SEE SET 9 FOR GLAZING TYPES. DETAILS & SCONE 05010Na. • 9. 2.) STANDARD SRL 1180 ON WINDOWS WITH +70.0 DP AND BEtOT (WINDOWS WNW CLASS TYPES A. B. C. & D7 S.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP WITH MUSS TYPES E. & F AND 480.0 DP W8. ij /� � ... k\ \�� Code �I/rl;r 4 r •�/ vim.1 . RISER -OPTIONAL i APPLIED VITH SILICONE r FOR DP ABOVE +70A PSi Q ! -,, (WINDOWS ADDITIONAL ANCHORS REQUIRED AT FRAME BEAD & SILL ON WITH DP ABOVE A(SSIE AHEET OP ±'_=1.\ J` / .. 4WINDOWS ,l ".1 �0) 4.) WINDOWS WITW CUBS 70565 C. III INSTALLED ABOVE SOFT. _ IN THE BM. 710 1.0. E>BEERIOR LITE SHALL RE TEMPERED. 12 so no tocee'.*C• DESIGN LOAD CAPACITY (PSP) - XOX WINDOWS with Un-Eaual Watt/414-1M 2 r .-ii‘ • • ;RS ;870C; HOR 4N71i ROLLING FLANGE IMPACT WINDOW • • mat .w•cuARr *9s cuss OPIIOIv MOE EQUAL UTE) { 8 + /- Pressures (pet) FRAME SIZE *Jamb iH&S Glass T •.B" •2 Glass T •:"C'• •2 Glass T •:"D" •2 Glass T .41 "E" •3 Glass .0"F"'3 Glass T •e"0" •2 WIIIIIMITH c Anchors Anchors + psf - pat +.•,f - Paf + Asf 80.0 :• • _ :• • 80.0 ---- :1U • �� ®0©0 •• •• •• •• • • • • MC: IN116 7755.50 MI 7 SINIIMIIIIINIMIIIIMI 7755 0' MI MINI IIIMMIA.M- ®0©0 80.0:, • : • • :'®' ____I .75.0 ••78.0HHHHUNHHHHHHHIIIHJH • •. •76.0• 52 • 52.0 65 • 75.0 @ oov�oo�� 108 46 4 11 52.0 52.0 65.0 • • 75.0 75.0 52.0 520 mum eo 60 5 7 -- 52.0 52.0 675.0 75.0 52.0 •20 85.0 07St• HMHHMMUIIMIIIIMU ��®�®�52.0 • •2RN •65.0 • s76.0 • 52.0 65.0 76.0 65.0 75.0 . • •42.0•• :. • 751 52.0 • • • • • • •6 f• c" • 74.0 • 1 �50 825��®®52.0 52.0 65.0 76.0 65.0 75.0 52.0 • 52.0 7546 WEE Willira. o©oae�I�� 3 11 WIIIIIIIIIMMMDEM 75 611=5121. 75.0 �+ WIMIIMMOUnq 1.... 65 0 _ i •‘':1,1•1111 10625 • •78.076 ` 106.25 w B®�B • • • 75.0 : • 65.050IIIdMHHIII1MHH • • 75.0 65.0HH 52.0 65.0 75.0 52 0 62.0 65 075.0 65.0 52.0 85.0 76.0 MEIN EKE= ©ma !Mil 11110EllE®' 66.0 75.0 MOM 66.0 ®' ®' MIME 52.0 ®"®' 65.0 76.0 :.:::::......:0:4.4;3!. 4:... i. Li f f 4441/1 1111/•° 1 1 :< 5 11 - - 5 .. 52.0 65.0 7 .0 . . 5..• .0 : .• :.• PRODUCT . taw, Notes (4): 1,) as SHEET a FOR Ol*2+1G TYPES. DETAILS & SILICONE OPTIONS. -- -.- --.-... ., mupt)eOolO.4•Flmifa a,melneam Amp�N. •-Y. O$ 1�f' _'��', 2.) STANDARD SHL USED on +1990Ns Rnra +70.0 DP AND BELOW // // // T za (WINDOWS WITH GLASS TYPES 'A. B. C. & 0-) S.) SOL WITH 99}E ADAPTER ARE BOR WINDOWS ABOVE +70.0 DP WHW 01A8S TYPES -. & FI AND +80.0 DP NAY ADDITIONAL ANCHORS I�QODtED AT PRAYS HH:AD & SIL ON WINDOWS WITH OP ABOVE 70.0. (SEB ELEVATION AT 9949? 2 0➢ 10) i// •//^-//-. // /// // i// .//•"--.rjj // G' I Ht© O� RISER - OPTIONAL �'t2G APPLIED VITH SILICONE(IDIDOMS 1 FDR DP ABOVE .70,0 PSF j 4.900 IE HAIL).:. 4.) 9100009 WITH alms WPM 'A. C. OR G- ITIIIWJJD) ABOVE SOFT. IN THE Mt THE LG. INFERIOR LITE SHALL BE TEMPERED. EO% _ un -em ei t .n t.�•- DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with E us! Lite (1/3-1/3-1/3) S 13 I 8 g L^ 1 • , ti Ir g 1 0 ki Is _ N h g 11 4' % 5 1 o E Y 1 " h ' i + / - Pressures (psh FRAME S12E 9 Jamb 9 H & S Glass Type "B" r 2) Glass Type "C" (" 2) Glass Type "0" r 2) Glass Type "6" (" 3)1 Glass Type "F" (" 3) Glass Type "Cr (• 2) WIDTH HEIGHT Anchors Anchors + psf - Ref + I� - pef + PM 1 - p91 + PSf J - pS + P8f I - Pef + P•f - p9_ 60 24 3 7 80.0 80.0 80.0 80.0 66.0 75.0 65.0 75.0 52.0 , 52.0 _ 85.0 76.0 72 24 3 9 80.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0§ 84 . 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 38 3 7 70.0 75.0 70.0 75.0 65,0 75.0 65.0 75.0 52.0 52.0 65.0 75,0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 84 36 3 9 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 52.0 52.0 65.0 75.0 85.0 76.0 52.0 62.0 68.0 • 75 84 48 4 9 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 • • • MC* 60 60 5 7 - - 52.0 52.0 85.0 75.0 85.0 75.0 52.0 • 52. •w• • Q � 65.0 ' 76.0 60 5 9 - - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 6! 0 0 65.0 • 7510 84 60 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 •X14 •) 88.0 " 0' 4 Liig jjj72 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 • %I d • • 65.0 /5.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 85.0 75.0 65.0 75.0 52.0 69.0 • 65.0 6 • 1810 53.125 58 5 6 52.0 52.0 65.0 76.0 65.0 75.0 52.0 • inc), • • 65.0 ' • • ;fie (� '• • • t1 • • • 4 7a 1 63 5 6 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 78.0 74 28 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 • %la -; 65.0 " • Z5.(;• 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 •62.5 • 65.0 7910 74 50.625 4 9 - 52.0 52.0 85.0 75.0 85.0 75.0 52.0 •5Z. • 4 • • 65.0 Z5.0 74 58 5 9 - - . 52.0 52.0 65.0 75.0 65.0 75.0 52.0 • 52.9 • 85.0 75.0 i • • • • • 101 • •119 74 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 • 52.0 • 85.0 : • • j$,Q 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 • 62.0 • 85.0 • 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 ' 4,5;.e ; 65.0 9 • j%0 8 y li, 1 0 t 8 1 at ! rd 1 1 a 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 • 05.01 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 .' 76.1 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 62.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 85.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.076.0 84 68 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 �� uHrnN , p s p • „N9 e .�a ..•...... ,49 °..,, • �'Ei�.\ d ;ly:, i 1 k, ••,. �,' �' ', _ �,r�y'0r E ,�� A+i .4, '100,1l' PPgp. VS PROD0Cra8VIV6D Notes (•)' �am+m�radUOePladdi Q ........ OG.2�- 1.) SFT SHEET 9 FOR OLAZINO TYPES. DETAILS & SILICONE orrioNs. 7L) mums ms HF�TI GLASS TYPES 'USED ON 0. 9. C. &+70.0 DP AND BEIM \\N \\. i%% y , I r SJ SHL WITH rem ADAPTER EE FOR r) AN WINDOWS ABOVE +70.0\\' (WINDOWS rem 01.80 TYPhS 'E, & E) AND +80.0 DP MAX.. ADDITIONAL ANCHORS REQUIRED AT P8098 HEAD & 0111. ON WINDOWS Hent DP ABOVE 70.0. (SEE ELEVATION AT SHEET 8 OF 10) \\ '\� '// • // P �1 I 1© SILL RISER - OPTIONAL FOREVER 80V SILICONE 1 FOR IIP ABOVE +70.0 PSP •. j (+130-0 DP MAX.) t1 4.) WINDOWS erre CLASS TYPES A. C. OR 0' INSTALLED ABOVE SOFT. "-" _ ,�,_ D1 THE EOM THE I.0. 8812LITE8IOR LSHAW. BE TIDIPERED. EON-P.Qynl 100 IP m MUG= 1010255 OW ®00 888 604E-IO2EKM 9711 T®mu9RaA UAW Due= DONN INgLLAION APPROVALS La0a81 11111/211WLMS TYPE. 880. DESIGN PRESSURE LA36ATIONS (ALUM. 0076' 89. THICK) NOTE: THE LONER PRESSURES OF 110 ROl0O9 OR MRL 0I21.1 OOPERN IAM➢4A18b 0459 COMPOSITION - TYPE MIS 10:901 2 1/12 ANGLED GAM 0*30. • NOW PLASM ORERLA11A 118' 08521.80 GLAD .. MHO 1811080 010825911111 82'*008or IME LAM18AT8) MASS COMPOSITION - 1888 8 eee 8389 0080. IMOD �1706ffi 1 118' MEAS-230*0It9G GLANS 0 0 9 IOTA=' 8 e INTEMAT Oma 1EAS11c Meru+r« - _ 1f 61a� M •wW1' 3 1/8' IGT -E1 MOS �9 - - 4 i1.e.: TAMDOATED 1241• COMPOSITION - TYPE 0 691 0899 02110235521 0 MRS 125110:911222013152111 0 0 9 1R KAT -a1RPON0®M SE umr P22212 01818891 ti - 1819.I915NIPm9E M 'merle. .,.: - 0 - i1 Pw- IIA' K*T30308098 6499 4MWATMI 0488 401/1048009 - 'PM P No 1239 119622111502 0980. mascot resegamme 1 MW AOEME9 0/86 1 Mane 208 M 91X911• it *30 MOF1G 0 eseeeOt 81 ' 2 IN AIERA9 GLAZE 6 TeX 3/4' S.D.S. MT HEAD, 190LLIPS. (s¢ ELEVATION Al slap /1 FOR RAX F1410¢1 SPACING 00 OP TABLES FOA WARM." 188042788 1291907841 01259 COMPOSITION STAR A 091 MAO = OR 1 025.0. xl =MIR - 1 LAP 11441.80 s598 We• MGM GLASS WSW RAAT919781712 �® •-•3_1 (D PYE 8 new RASTS 018R*RR �9 - - 4 i1.e.: AN, SNLEX PR 9 U6. mime: mess '. „ VENT MEETING RML jr M •mOT10 6063-16 811040 74 WI. 8188148 AN SPACE 6063-T6 ALUMINUM VENT JAMB LATCH RAIL 6063-16 ALIMIMWM FRAME SSL TRACK 5 1/2' ANEMCO GLASS TO (D (8A21NG BEAD ( 3/8' ) 6063-T5 AL.WIIMIM INS04TE8 1191 1Y11) C 1®f 87.2.9 818.0911 xl '....1 WORM D1SCISP1901 1 e We• MGM GLASS WSW RAAT919781712 .. OM •-•3_1 (D PYE 3 U& AAKMEA GLASSM'OPWT' �9 - - 4 i1.e.: S 4 5 ler ODA3E8 MN SPAR IAN AA13886 MASS <0 0 '. „ VENT MEETING RML INSULATED 4191MA4PD MASS COMP031014 TYPE 0 1191 909 81SempemF -, - 998a 1 :mem 1 1 VW 1EAT-41A90N1Om MASS PVB M 'X8011' e 809' PTA3:RC 0140.2421 FRAME MEAD 6063-06 ALUMINUM 2 MW 1249-82511101119101 GLASS JB . 'T - - 4 i1.e.: S MO 19041182 AM SPAR 046' AMMO MAA PI 0 .. W ODOM VRA GLASS WES'2. G OR P MULLED ADM 39T. M 110 ANN. TK NL 151F019 LITE DOLL 6 TOWERED GLAZING DETAILS AND OPTIONS EXTERIOR GRADE-. PERBff1ER WOKING EXTERIOR FRAME MUNLING DETAIL IENDW FRANZ 2OPE. STE � NAA11O1.102111O1.1021 OPE.Y. DESIGN PRESSURE IRAUTIB. NOTE: ME 01029 PRESSURES OF 111E MOM OR MULL SNALL GOVERN 1/4' MAX. P 11 SOS. X 1 1/4' L SHIN (SEE MOAN= AT ERECT 11 INTERIOR s � 108 OM DISTORR *01.8• i UU 50`.7lli� SWAMALL STEEL SWOON MANE NOTE: EXTERIOR 1' 1111 TO 96 8080040 OP%ATED. 2. METAL STSUCI0RE9 N STEEL : Fy 38 X9 MO, (STEEL le OA MN. TIC,( - 0.048 9) AL 41034 , 4083-T6 1874. (AWL 0.078' MOL TOCK) METAL STRUCTURE ATTACHMENT DETAIL RS -8700 FIANCE FRAME WINDOW HILL OF MATERIALS TT®L . PART 0 UP. 008691PTION IMAMS O © L-7703 L-8701 1 1 FRAME MEAD 6063-06 ALUMINUM FRAME SILL 6063-76 ALUMMIM O O NEMO O O NENEEEI L-7701 L-7704 r I.-7706 L-8702 1 a 1 1 1 1 a 1 AS 060'0. FPANE FMO. JANE 6063-06 4LIMROD4 FRAME FIXED MEETING RAI. 6063-06 ALW@MM VENT MEETING RML 6063-T6 ALUMINUM VENT TDP/0310014 RAS 6063-16 811040 74 FRAME VENT JAMB 6063-T6 ALUMINUM VENT JAMB LATCH RAIL 6063-16 ALIMIMWM FRAME SSL TRACK 6063-19 ALIMI4M FRAME SILL RETAINING CLIP 6063-T5 *11810 M (8A21NG BEAD ( 3/8' ) 6063-T5 AL.WIIMIM 2... AS RE0.0. FRAME ASSEMBLY SCRF,VS 88 X 3/4' PR PHILLIP* ® 13 PWS 1)03 AS RECD. AS RE011 T16TALLATI04 SCREWS 914 S F • • • • SH VO1YL BULB FDl SEAL WEATHER ... 4' � -83033 7' • 8 M MEM IIEN O® AS RE0'R AS R60'0. AS REG% FIN SEAL WEATHERSTRIP .187' • • FIN SEAR. VEATI4NMRP• • 187' • 0 .331 H GLAZING BEAD ( - _ .,.. -TIG ALUMNUS O 0' ©a WIWI PVS-001 As RE0'D. RamaSILL 2 PILE 8 GLAZING :�. , . 87' • 8 J90' H RISER ADAPTF4 • • 6063-18 ALUM. -9141411•L VENT EXTRUOFO SIRING LATO4 11063-T5 AL1ll29M • VENT MILDER SPR.. 7 moan mei • • • raima O 0®' 2 8 LATCH a 0 LATCH SPRING SELL/JAMB JOINT GA%ET . AMASS S 16' CLOSER s0.. RAIL AMON SOPA Be X 2 I/4' PM/PNIL• • CM HIIIIMIDEKIE1iACALliiil T ••L'T 1 ® HC -040-1 0 RC 026-1 EM=ATTAGO/NT a SCREEN, FRAME L MESH I I !rR 4 SCIf8 8 CLLR VENT SWEEP 08 X S/8' S8. �� KD MON VENT SVLAT EAST MET • • • • FRABE SILLECP HLAT CLIP 6063-11 WIN= tri 0 36 . ,®" 2 AS REM LAMINATED GLASS SM Mae R LH. of 0022 9 8LAZDIG SILICONE SM OPto66 • LH. of pmt 9 COLONIAL FALSE 4681119 ALUMINUM SM -9904 AS ROIL .HINT SEALANT • 37 • AS ME0'A PERIMETER ACRYLIC CAULK ISI PDLTSEAMSEA4. • • 1 FRAME HEAD FRAME FIXED JAMB L-7701 O liibilii,„ .6, . SIL TRACE 1-8702 O W : DIM Oa O `\ FRAME TOP CORNER LAI S S®1 dMEDLEY. ROMA 33165 '.• • PN Ne. (365) 696-8669 • • • • • • VMYARDRR!• Of @ IWI' ILVMLVGM =OOPS IND GLASS MORS • • I!6—d400 g01217401. 1OLLING FLANGE IMPACT WINDOW • exrensito f)L9 Is a OWNER maws mans 9. fil j) L-7709 O �' \� YiM TOP 344,11 � �� ^ 1fr'rd� SILT. RETAINING L-8708 10 i CUP1 .....4. .(� •\ ~�.. I .. O 1 • • O • • • p • • • •• • • • FRAME BOTTOM CORNER p • • • FRAME SW. L-8701 O FRAME VERT JAMB L -8709I/644. —I. 8000 _ _yy8 ..,i .. - 6311L-78.98 VENT BRING LATCH t68 NT TOP CORNER MILAI -4I 41511 vrn . IIIMa .wm inn �9c•\ an \. /9810_93.• \�\.L. 4 • • • • • • . • • • • GR�1ASILC /6 I RAIL f •''I • • • • • • �•. 21 Leas 1 __. _ .. • , •••10 • • c VENT INTERLOCK RAIL MEETING RAE. VENT TOP/BOTTOM RAIL �f 9 tAe¢ DAB ® VENT mum r. \ VENT BOTTOM CORNLN'..� • • • • • • 3 �3 1 i+ g i 1* i x 1 1I m 1 i � un. 'I etas 1 FRAME St SASH I C. ..: 1.1 '� — "" ^' 11MD BEAD,•"•~ von JAMB RAIL L-7708 3 ANCHOR CFA' L-8830 coN GLAZING BEAD L-7711 18®•'µ.0 SILL PTLIt R L-8708 ,l'°'�O 11kit 4•• „'�N o�OGLAZING �A 'iL-7708 ir; G J •JR '' btntinstsPi;0 %-_ 4 4,433 1:::1 ft wei PRODOCTRIIVISBD 773 i�:u �. -� y<.. nvf �7 • Ts .... r. . I am m DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Prolluct Control Section that this product or material fails to meet the requiretnents of the applicablebuilcUng coca, ! • • • • This product is approved as described herein, and has been designed to comply tivitetl$e Florida Building Code, including the High Velocity Hurricane Zone. . DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung \ iftfo* - L.M.I' •... .... 0 0 APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Tramq • • • • Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision "B" datett Nil I/141 prcpared b34.:..' manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miat !i Dade County•I4roduct Control Revision stamp with the Notice of Acceptance number and Expiration FM I/ the Mierni-Dade County Product Control Section. ' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. miamidade.aov/economv • . . • . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • . • • •••• . • . . LABELING: Each unit shall bear a pennanent label with the manufacturer's name or log• o; City, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA Is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages Irl, E-2 and 13-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 1,f` 1a aoit`. NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted-in:der pervious NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with 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 HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P. E. •.•. • (Submitted under pervious NOA No. 09-0706.09) ' ` '• 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q.1AIC • . . 2) Cyclic Wind Pressure Loading per FBC, TA&203-94 .... 3) Uniform Static Air Pressure Test, Loading pevP$C TAS•202-94 along with marked—up drawings and installation diagram of att'altiitlimim'Sitiglb hung•' • • • fin window, prepared by hurricane Engineering & Testing, Ina &tII Test Repoiis No.'s • HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, H$TI' 013--2040 B,. • HETI-08-2061 A, HETI-08-2061 B, HETI--08-2062 A, HIiTIM--2061 If, ' HETI-08-2063A, HETI-08-2063B, HETI-08-2064A and HETI-AM-2064M • • dated 03/15/08, signed and sealed by Candido F. Font, P. E. •• • (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 01-1009.01) Jaime D. Giscon, P. P. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 P-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 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•& Go., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13; e.giiring ot. 12711/16. • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co �'++a4'.(MA) '. for their "Saflex CP — Saflex and Saflex HP Composite GJa$ .Tnterlaygrs wit}l • PET Core" dated 06/19/14, expiring on 12/11/18. •.... ....• . • .... .... F. STATEMENTS . • 1. Statement letter of conformance to and complying with F1111.4; Edition Y2014), issued by manufacturer, dated 09/02/14, signed and sealed by1ho?nds J. Sotos,P, E. 2. Department of State Certification of LAWSON INDUSTRIIS,.RjC. as• 1.17 profit corporation, active and organized under the laws of the StAte 'of F1oitdet,. dated 04/11/14 and filed at the Secretary of State.• 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12--0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) . • . • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 E--2 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-09-2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08-2063B, HETI-08-2064A and HETI-08-2064B, issued by FIurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted wider 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 under previous NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH -7700 (Flange Frame) Aluminum Single Hung Window. - approved on 03/29/12 and expiring on 12/27/16.• • • .• E-3 •• • • • • • • •••• •••• • • • • •••• •••• • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • •• • • •••• • • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014. • • • • • 14TTAAATI•I NIMRi0 4N P00 TRADE SOL ID FRAME .IAMBS (SEE SALT M) 44' MEOW F AX FUME 64)0T11 I�iin Ly0G.6 �S 6.(4AX-TEP. O ....- -.. _. L ler?' R _o" 'AI ' • 1 w ABOVE PELTING RAID § w o 13 D 1 6.MAi NAIL maw NA PATIRAILS I W�1.1 ii 1NSTN.IA110M ANCHORS. RANC WAD ON NEM PER FRAME 4 4C) INANE JAMES 46.E SMLEI B4) QdTALuMOA *411018 PO 4 N r. AT FRAM. MEAD 4*) 404[ PER FRANC SILL 4L') FRA4f. A1)44 ME SKEET 04) S k OS1PY KNOW FLANK FRAME 140111 n'1 11 *6I"- y0 T�� 9 814 "' ar- 61 11} r RAIL >y, 11 11 I1 z L 6 i )4'4fl I I310J(1 Id 1I�1 ItQ II • Tel /y`; u i O I4 WV. I 6.MAi __.. - EXT. 1 INT. FALSE COLONIAL NLINTINS ARE VOVICEOBUWIDTH AVAILABLE AS OPTIONAL UN -EQUAL LITE RADIUS ELEVATION (UNITED TO LOADS ON STILET 4 OP 6) Eat INT. FALSE OS MIAL - 4F ....Y I SC12Y V/ MIME AND ARE __... •i218Y- NRNINS ARE APPLIED V/ YL V/ V/ S 6(0)40 AND ARE VN00Y DMA VIOIN AVAUADLE AS 1r1IONA1. 48" x 78' EQUAL LITE ELEVATION • INCWDES UN -EQUAL UTE AND RADIUS HEAD (UNITED TO WADS ON SHEET ` DF 6) SERIES -7700 SINGLE HUNG IMPACT WINDOW' - FLANGE FRAME General Nates; 1.) 7909 WINDOW SYSTEM I8 DESIGNED AND T4STED TO COMPLY *41711 THE REQUIREMENTS OF THE 2014 FNO8IDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VEOCITY awn) AND ASPM 1900-02. 77118 PRODUCT 18 IMPACT 146LSTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHAW BE 1)4204310 AND ANCHORED SO THAT 771E BUILDING RESISTS THE 80PERIYPOSLU LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE RENEWED BY DUBBING OFFICIAL 8.) ANCHORS 8ROEN ABOVE ARE A8 PER TEST UNITS. ANCHORS ON ALL WINDOW arm ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) AND AS TABULA.= ON SHEET 4. 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.) WOWS ARE QUALIFIED FOR USB 21171 SINGLE GLAZE EMANATED GLASS TYPES TABULATED HFD8I74 (SEE SHEET 48). AND FOR USE WITH DOUBLE GLAZE LAMINATES) INSULATED GLASS TYPES TABULATED NF09914 (SILT MEET 43). 6.) SEE SHEET 8 PDR LOCK MAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INBTAU ATION DETAILS 808 SHEET 8. 8.) EXT. & INT. FALSE COLONIAL. 11007114S ARE OPTIONAL & AND ARE APPLIED IT/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED 017 OTHERS). 88108 TO WINDOW INSTALLATION. (8EN SHEET 42 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 PBC CHAPTER 24. SECTION 11.9.9.9. 11.) APPROVAL APPLIES TO SINGLE 111117S OR SIDE BY SIDE MULLED u1H'9. 12.) ALUW1N0 SINGLE HUNO WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED WINDOWS USING A 14IA8H-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE OUT THE LOWER DESIGN PRESSURE PROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) 88E SHEET 4 9 FOR MUUION/MLR'AL ATTACHMENT DETAILS & OPTIONS. 14.) AW MEAL/STEEL 1N CONTACT W1111 AWNINUM OR OTHER DISSIMILAR MAT6RWS 70 BE PAINTED OR PLATED AND SHAW MEET SECTION 2009.8.4 OF THE 2014 FLORIDA BLDG. CODE. )NSTALLATOR ANG OR& aN*PE='ES*R MAW SILL MT ERNE .NMB* PEE SHEET 114) 53.129 WOW FLANGE FRAME V1010 -I NAY 13 514.EA I- IL WIDOW BIL 01810 UN -EQUAL. LITE ELEVATION ( ANTED TO LOADS ON 884660 4 OP 6) EXT. A INT. FALSE COLONIAL • --- Minn ARE &P.181 v/ V/ SILICONE AND ARE AVAILABLE AS OPTIMAL 64841164 NL% VIM EQUAL. LITE ELEVATION (UNITED 70 LOADS ON SHEET 4 OF 6) • • • • • • • • •• • • • • • •••• •••• • • • • •••• •••• • • • • • • •• • • •• •• • • • • • • • ••• • • 41WH0 '101r6ED A LAryT3ylrn Uu Mast • • Am�'llrk�ilr P.olulC'K•7 1/4' TAPCLIN V/ I I/4. MIN. EMBEDMENT INTO CONC. (SU ELEVATION AT SHEET 01 MR MAX. FASTENER SPACING) 1 I/O 1011. —COLE- .(•• ; • ALL \MD BUMS ENGINEERED SEPARATELY 4. 1111 BE REVIEWED BY BLDG. OFFICIAL (TYP) —P.T VINID BUM KIT BY LAWSON IND 14UST SUSTAIN IMPOSED La*As •110410k:' A, 4 Y.,- .4. ...A; -,..°14.111111r EXTERIOR MAW PERIMETER CAW= It 11 11(100,14 Artursivr 0080041 0031180311 TED GLASS EXT. GRAI)E CAULK 014 M.S. V/ 1 I/4. MIN EMBEDMENT INTO V0011. <011 ELEVATION AT SIECT 01 FM MAX FASTENER SPACING) •LABLHATED GLASS SILICONE ASHESIVE BEDDING COMPOUND ...;',;,;• I ..........,,,,,,,..,....!..--—,-:-TZ.---.4:11- 7 ) - - A !---Iriskil 111 INTERIOR ft VIED BUMS ye rApcort w/ 1 1/4' MTN. ENIXIBIENI INTO CONC. TM ELEVATION Al 4311164 AI FOR MAX FASTENER SPACITTEP 1/4! MIN outtoso,f I/O' MIK EDGE 11341918611 (41. 089100 CAULK EXTERIOR EXTERIOR GRADE PERIMETER CAULKING littlfali MAW 1011011 SMS, V/ 1 I/4' NIX EMBCOMETIT INTO van <SEE ELEVATION AT SHUT in El* MAX EASHNLE SPACING) EXTERIOR GRADE PERIMETER EALMITA I/4. MAX. SHIM TYP • ' •*A. e .4" • EXT. GRADE CAULK 1 BY 148 11 BY WOOD OUCH WINDOW INSTALLATION NOTES' 3. wit VIEW/ FRAME FLANGE TO DE BACK -BEDDED V/ AN EXT. GRADE CAME THRIXETHEIUI THE ENTIRE PENMETER OF FLAME. BY %MUM/ INSTALLER (TM.) R. THE EXPOSED EXT, PERINETER IT THE VINDTIV FRAME TO BC SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BETWEEN ME WINDOW FRAME AND NIS DOM OR MASONRY IS LESS THAN I/O', SHOW ARE NUE REQUIRED. ANCHOltatiME; • ANCHORS TO BE 8114 SCUMS RIM VROD, OR 1/4' TAPCEINS Or OW. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PrinTRATI181 INTO W1411 US • CONC. (REFER TO LOAD TABLES AT SHEET 4 IV QUANTITIES REWIRED) • • • • • • • • • • • • • • • • • • • • 0000 • • • • • • • • • • • • • • • LATVSON • • t • • 4 • • • • • • 11 • • TT • • 1c2 • 0 9 • • AA 0 4. .8112*34.CP161154, I08 C8180/8 899 113002 sCiess-soslacAn 5731 sinctlyss 8 2503.- GLA31310 03•18 TAIIINA7B11 GLASS 041042881411081 - 7YPI3 8 081 GLOM 88ME1101 M. Wm. asscaLP1108 a VW MCA= GLASS 3.091. PLASTIC INICAUtny ilier 4 By4W."1"n:MIEGallsaVe surnlyGLAS PLUS 6,4 nuflisr sm. AssicAtza MASS44 L*MINA88D 46.668 CONPOSISION - TYPE a nu GLASS 0130111191181 0 01101 I 0 vs, NOME° cum 40(87*0802*01 surnlyGLAS PLUS 6,4 nuflisr 2 3 0063 RAS= BaCRIATES Ur ABBEALES GLASS .9414198. 0 yy 140014160 GLASS COMPOSMON - TYPE 4 ow CUSS 11103280088 .. 8880. 1.4804111818CMPI123 I Ler 41(0 13.0488 alT4GILE pvil a a 2063 204002 11470IL3I00 me marts isms P , TAIONATO-CLASS CONPOSEUGN - TYE% 6 ma aims INNNOSEN SAVAZ — Wenn BaaaaPilaN 0 8 Ur NEAT4021502GE88 18---8* COW ti.ASTIC 8.14.1sAllit - - 4 Goy SMOTE WS • 3 Ur 48444-S3ACICATIT(63 «An .10.1101W tV100181 OW COMM 4199 88GSIX-418110BEA0 5331 (0.488(1(08808 «3881 34810 =Dunn". --T tib---1'-'----Mtpostrumi Tan a 1781 0 GIBBS mamma tnr Brar-S145140140811 GLASS 01. maws lasiatninli MAME PIM ty. Omar 2 C4% (143188 20004000 11111 ,..48945,443,80. 3 4 UV IGT,,STADmants Guns IA1101.11.11013 11111 (4) 5 ifr RAMA= GLASS vx, maga= GUM 008E0147110 1411114/140 MR 7 008 I alms 48n tor 49880.130 GLAss G.A. Imams 21111031 3010 TVS 2 2863 81.3601; ISIGIBLAYES 11111 (4) am a vx, maga= GUM 8o •301.14TIA4 4 We 01111LARD Ms vAce 5 LAP AIWA= GLASS P 0, P GLAZING DETAILS AND OPTIONS 014 SKS. V/ I VA' MN. EMBLEHENI INTO VUO. ESEE ELEVATION AT SHEET 50 FOR MAX. FASTENER SPACING) roll BY LAsSLIN GEATIBERPROOP rtlfalri INTERIOR „idoor L4,.;4 • -'911 ILO EXTERIOR Ely qua HARRIER C014.8081 001 by (1123 "r"L ultrrfl&E. STUCCO OM KUL (*10 880.80 To (2(04(00 (2888 91.30(818 08318881 la BE EIGLIFIED as A020ICE1 (88 11 cults= mum By raw.> sal in 1A0081 DIBUSIBILS. 811 ELODERANEJkLITALLATIQN, MAIL ALUMINUM MULLION SEG MILLION APPROVALS PON 10(01.1014 TYPE, SIZE MID SAS. DESIGN PRESSuRE LaarATIONS. (ALM COW GU 11440 8111:10(0 LOWER PRESSURES OF 511881 tabal BMW OR MU. SMALL GOVERN INTERIOR a la X 3/4, STIR fLAT HEAD, PHILLIPS, (SEE ELEVATION AM] OP TABLES FOR RUMMY AND FASTENER SPACING) EXTERIOR @ 0010481188 0250411--- P0421504110 CAULKING BUIMILAM/RICEDETAII• LOCK (LATCII AND SWEEP) OPTIONS 1. ROTH EXTRUDED ALUMINUM AND PLASTIC I2*7 HANDLE LOCKS ARE QUALIFIED FOR USE: ON ALL WINDOM. Z. HOTH DIE CAST AND NYLON CAM LOCKS ARE QUAUFIED FOR USE ON ALL 4000048. 3. TITO (2) LOCKS ARE REQUIRED PER EACH VENT. ;11.4',,f4?1,1E.1171.1s. L9.1. \ I. OESICN PRISMS UNITABONS. ‘• VW• I C, • • INTERIOR NOM THE LOWS PRSSURES O we 4441. 410410j7201001 0140111 SHALL GOII4 SHIM • 9WV614VI1• • • .11EI0G• • • • • • • • • alL IN ' 1. AL SIFFCONTACT NUM • • • • • nr 10 BF Maim 02 4) f0,0516.1. SI6U211I0051 • • • • A) SUM. Fy .18 K91 IAN, • 0‘,0V0 "lak I10&IP•00- 0040 40(1422* DI 401.11616.1 SOW .30 16141 • • • 40.111. 0.0/4' UN, IIRCR) • • METAL STRUCTURE ATPACIVENTOD ^ All 3 C . 1 • • • • 1 g • x 6••••• 0 • •1 • 0 • )1 • • • • • p • • • 1 DESIGN LOAD CAPACITY (PSF) •VIEW WINDOWS W/ 3H VENTS -.-....._"_:.,..._ % DESIGN LOAD CAPACITY (ESP). EQUAL LITE WINDOWS LAWSON 8501 N.W. 90 S7. olly •� (11:: LSTRIES, INC.)S No., rO A 3'166 ! PN No. (305) 696-6669 • • 1 YANDFACWRFR OF QUALM' 4L4-IINQY IJDO7S Will CUSS DOORS �' 4 N 4 ^4 _ 1 d "-' V0 41 "I ••i j At O 7� l9 AI • Y 4I �a�y 1 6 * /- Pressures (pa/) 6 */•Pieasu/pa(pN) WINDOW Jamb Glass Type Glass Type Glass Type--; WINDOW Jamb Glass Typo Glass Type Glass Type Olam Type Olasa Type Maas Type WIDTH HEIGHT Anchors 4 8 6 WIDTH HEIGHT Anchors 1 3 4 6 6 7 19.125 50.625 90.0 80.0 80.0 19.125 ' 28 800 80.0 80.0 80.0 80.0 90.0 26.8 50.925 60.0 80.0 80.0 28.5 ---- 37 28 28 4 80.0 -_ _. 800 80.0 .._.,... 80.0 60.0 _. ._.... 80.0 80.0 ... __. _......, 80.0 BD.tl _..,._,. _ 80.0 --• 80.0 80Q 37 50.625 6 60.0 80,0 80.0 ' .i, 42. 60,825 90.0 80.0 80.0 42 28 80.0 80.0 80.0 80.0 800 900 - --4e_._..-__.� 48 60.825 00.0 80.0 80.0 48 26 80.0 800 80.0 80.0 80.0 BOA 63.125 50.825 80.0 80.0 53125 26 80.0 80.0 60.0 80.0 50.0 80.0 19-125 68 60.0 60.0 80.0 80,0 -- "�" - 4c% 16125 38.375 80.0 80.0 80.0 80.0 80.0 80.0 26.5 59 80,0 80.0 80.0 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 69 8 _ 0.0 '--"-�26.5 80.0 37 38.375 4 860 80.0 60.0 80.0 80.0 80.0 42 59 6 60.0 60.0 80,0 80.0 42 38.375 800 80.0 80.0 80.0 80.0 80.0 48 59 60.0 80.0 80.0 48 38.375 60.0 80.0 80.0 80.0 80.0 80.0 53.125 59 60.0 80.0 80.0 53.125 38.375 80.0 800 60.0 80.0 80.0 80.0 19.125 63 80.0 80.0 80.0 28.6 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 600 80.0 80.0 80.0 37 636 60.0.._....... 80.0 28.6 60,625 80.0 80.0 80.0 80.0 80.0 80,0 /r - /i 42 83 60.0 _......._80.Q__..... 80.0 _ 80.01. 37 50.625 8 80,0 80.0 80.0 80.0 80.0 80.0 48 63 60.0 80.0 80.0 42 60,625 80.0 80.0 80.0 80.0 80.0 80,0 53,125 63 60.0 80.0 80.0 48 50.625 80.0 80.0 800 80.0 80.0 800 ..====._ '37 j ----. i �,3 19.125 74.25 60.0 60 0 80.0 63.125 60.826 80.0 80.0 60.0 80.0 80.0 80.0 26.6 74.25 8_ 80.0 80.0 80.0 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 60.0 80.0 60.0 265 59 80.0 80.0 600 80.0 80.0 80.0 42 74.25 60.0 60.0 80.0 59 6 -80.0 80.0 80.0 80.0 80.0 80,0 19.125 78 60.0 80.0 80.0 42 5o 80"0 80.0 �.o - eo.o 80.o eo.o 26.5 78 6 60.0 80.0 60.0 48 58 80.0 80.0 - 80.0 37 76 60.0 80.0 80.0 53.125 59 80.0 80.0 - - 800 41 76 .........".59.0 - � 79.0 79.0 155 63 80.0 80.0 80.0 80.0 80.0 80 0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 401 VENTS i Ip 80.0 ,i i / ii 255 83 80.0 80.0 00.0 80.0 80.0 80.� 8 + / - Piessrres Ips° 37 83 6 60.0 60.0 800 80.0 • • •� d WINDOW Jamb Glass Type Glass Typo Glass Type 42 83 89.0 80.0 90.0 • 80.0 •80A-4• 80.0 ,E 48 63 s0.o 80.0 - • - • • - 860 WIDTH HEIGHT Anchors 4 5 8 53125 83 80.0 80.0 - •-• • • • e6• 19.125 59 60.0 80.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 • • •9N.S • // f/ 28.5 59 60.0 80.0 80.0 265 74.25 80.0 60.0 600 1' % • • • 80,0 ••..• 80,0 37 59 6 60.0 80.0 80.0 37 74.25 8 800 80.0 .. A _.0gg • "s .... a a• 1 J• • d 1< a..... • • • • II • .1 •' • ; • • 1 V e 1 42 59 60.0 80.0 80.0 42 74.25 80.0 80.0 - ... • 48 59 60.0 80.0 80.0 48 - 74.25 80.0 80.0 - •-• • ! • •80.0 53,125 59 60.0 80.0 80.0 69.128 74.25 74.0 77.0 • • • • • r�'/i % 19.125 78 60.0 8.0 80.0 WO • 80.0 • •es,0 19.125 63 - 60.0 80.0 80.0 255 78 80.0 80.0 80.0 80.0 80.5 80.0 26.5 63 60.0 80.0 80,0 37 7a 8 --so.o 80.0 • ••.BJD�.B..0 37 63 6 80.D 80.0 80.0 APPROVED CONFIGURATIONS UN -EQUAL LITE 48 78 71'0 790 - f • • ' "'�I •1 42 63 60.0 80.0 80.0 48 76 71.0 710 - • • • 71.0 48 63 60.0 80.0 80.0 • • •.e n , �uM ,, f,* .i s • ..-• ,e •••S• * • r., w �;. . \\\ a 53.125 63 60.0 80.0 80.0 19.125 74.25 60.0 80.0 80.0 - l/ el - .. . /%ir r� • _. "" - eel �, -.__ • k� • �• •iu�ANg • • • • 41oDt1� • =ro •e • • 26,5 7425 60.0 80,0 80,0 37 74.25 8 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 • /i u r • r .. _ i/IY/ ` _ _ { \ � r(4 . 1aalGmavNn "�, 3 np4r P' .." II„mbma t�,m�a Yt�w`�� V st 53,125 74,26 60.0 80.0 80.0 19.125 78 BOA 80.0 80.0 26.5 78 8 60.0 80.0 80.0 37 78 60.0 80.0 80.0 - , --- -- ---.._.__. ......__.__.r 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL LITE 2) FFR SEL HEAD O FIXED402/1100 O4 RAIL -__Ib93-� (^ o3z 'Q q. I 9) FRAME TOP CORNER BILL OF MATERIALS A AhgQ p c *l 2 'O i9L LA ws / Q A 8501 8.19. 90 ST. a anva¢ m ¢�v .r' +• +sm ��-l! MEDLEY. 61.0•DA 33'86 • • • • • • {Y:SZ3? R7OES. I_\'C.3 PN No (305) 696-8660 • • • • • • • • • • •• • • YelliFFACIVRalt OF QZ:a , ALMA2M F1 DOWs AND cuss moss '* , I ,,1 gl A A ddd • • • •� 8• k , • If A 1 1D r a 4 � 3 1 ITEU y PART # Ram. DEBLRRPTION REMARKS 1 1.=/1101 1 FIN FRA141 HEAD 603-T6 ALUMINUM ' t ir�� 4' '111!111 TBeDL.+Aem �►►��,,�� I��.; v'II �� Z \ ••••.„.....„„. tNAUY M'4D 1 ` iI I � 411..,..., O FRAME nomm 2 1-7802 I FIN FRAME SILL 6063-T6 ALUMINUM 901 .S 3 L-71103 2 FIN FRAME JAMB 6063 16 ALUD41NUM 4 1-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM MI' -- I 0zes X11 ddd I L 10 I pt 5 L-7705 1 VENT MEETING (TDP) RAIL 6063-16 ALUMINUM 6 1-7706 I VENT BOTTOM RAIL 6063-T6 ALUMINUM 7 1-7707 2 129:)(LATCH> VENT JAMB (SIDE) RA11 6063-T6 ALUMINUM 8 1-7708 AS RMS. GLAZING BEAD ( 3/8' ) 6063-15 ALUMINUM ( 30011-19 umma'x) PAM ( ) 9 FS -006 AS REO'D. FRAME ASSEMBLY SCREWS 88 X 3/4' PJ L 71111.LIPS FRAME SIIJ. L -970B ( 3031-62 21AWe) FRAME JAMB L-7703 t 302_62 OJ u1Mem4) I` 10 FS -090 AS REND. R4STAl.1.AfI11N SCREWS 114 X 1 I/4' F.H./PHIL. II L-7531 AS RE0'2. BULB VINYL NOV? 1/4' DIA. BULB 83023 12 PWS -003 AS RF.aD. FIN SEAL WEATHERSTRIP .107'x230' 13 PWS -005 AS REFIT. FIN SEAL WEATHERSTRIP .187'x.350' ^un zea) ` 14 PWS -009 AS REO'D. L'I2 SEAL WEATHERSTRIP .107'x.310' _15 IIC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 I/2' 16 L-7711 AS REO'D. GLAZING BEAD/ INSULATED 6063-15 ALUMINUM 17 L-4204 AS REO'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 24 18 L-7723 1 SASH BALANCE CAN/GUIDE. (2 X VENT> 469 �) �o -'0°z 19 1-7725 2 RIGID VINYL SASH STOP (2 X FRAME> 20 1.-7727 2 BLOCK 1 TACKLE BALANCE BSI Balance SYotom0 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM I�-2.793 `•�_ 22 1-.323 IX 181)34 VENT LATCH SPRING STAINLESS STEEL 23• AS REO'0. GLAZING 511151MS: SEE GLAZING 0 SMT. 3 VENT INTERLOCK L-770512IW01101> 5 RAIL VENT DOTFGM I.-7708 © t m-62 RAIL 208896 1 -- VENT ANN L-7707 O 1 3011-62 1]70--1 RAIL 11.1.11019111 1 24 8 2 I.en6ated (Som SEE 61871 25 HC -057-1 2 VENT LIFT LAIC/ • M121X:D 81141411.00-1 26 HC -058-1 2 VENT SWEEP I.A*11� IMBED NYLON �\ 1\ ` ^ ` _CQsm O VFNI TOP CORNER 27 6 2 �• FRAME SILL FOAM DAEKET !CLF AOI IE 4 . a, : • ...28 82-026-1 1 SCREEN FRAME NAM, _ • • 29 1-7730 1 PRODUCT LABEL • 333 z068 ED zppp I It65 30 w 8 x 11'•'•"11• STJ8.AMEPA '-4• . 31 SM -5504 AS RFO'D. JOINT SEALANT ••••SM -5504 •••• _Ell 32 w - AS REO'D. PIRIMETER ACRY•IC CAULK *SI POLYSFIISFAL. • ••• • • • • • •• •• •• _-1909_ tz,s- VENT SPRING 1-7639 - L31a EATEN —1U 01.1721040 BEAD © l aon-62 umn8x 1 °62It 1. _"_.,—I- .a91 G 1 10 1330-m i .3313 li ,...:, BEAD mm.) 1G'IAAOJNG 17 t aon-62 1T .3p3 READ 2wm81 ax 0 4 VENT BOTTOM i �-A,,'„ `� • '" iii s � CORNER' .am. • • • • • • • • 00 1611 '-� •!•.1L ' , • • � � 0): No , 4, i' . `• �'••• •' %� / if • O3'RyO�DIOI�<gLlyxAl•ISUD • • ILSO�uy'(aloliml'IzAJ3• A0nw.8. N3 11.91888081889 194.01 I (, // ! I�NI3TfJ {'1 I (w4i.d ��}} elz AI IR,. (...$ASH.-CQRNKH DETAILS t 9,08-89 uwaw) -.)n—I .m- — M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 IliAlVglocityTHurricane Zone of the Florida Building Code. DESCRIPTION: Series 1800 Outswing Aluminum French Door w/Sidelites - Impact • APPROVAL DOCUMENT: Drawing No.W01-64, titled "Series 1800 Alum French D®or w.s'* s Sidelitaheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 9/17/01 with revision B dated 11/20/0 ,s qed ancj ggaleii by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp,*ith'the Notice pI Acceptance number and expiration date by the Miami -Dade County Product Control Divisian... . MISSILE IMPACT RATING: Large and Small Missile Impact • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logq,.cit):, state following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein' ..' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01-1016.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . . . • NOA No 03-0805.07 Expiration Date: January 03, 2007 Approval Date: November 27, 2003 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W01-64, titled "Series 1800 Alum French Door w/Sidelites", sheets 1 through 5 of 5dated 9/17/01 with revision B dated 11/20/02, prepared by Al Farooq, signed and sealed by Humayoun Farooq, 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 aluminum french door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3389, dated 6/25/02, signed and sealed by James Worth, P.E. Submitted under NOA# 01-1016.03 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • 4) Large Missile Impact Test per FBC, TAS 201.94 . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS'202-94 • along with marked -up drawings and installation diagram of a alumipjtm fren&tt,. door, prepared by Fenestration Testing Laboratory, Inc., Test Rgpc> .No. FTL^.. 2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E.• •• ••• ••• C. CALCULATIONS Submitted under NOA# 01-1016.03 . . . . • • . . • . . • 1. Anchor Calculations and tested per ASTM E-1300, prepared by:j 4rooq•• •• •: • Corporation, dated 8/28/01, signed and sealed by Dr. Humayoun Farooq, P.E's • • 2. Complies with ASTM E-1300. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS" dated 1/02/03, expiring on 12/16/07. 2. Notice of Acceptance No. 00-0524.06 issued to Nebula Glass International Inc. for their "Glasslam Safety -Plus Laminated Glass" dated 09/21/00, expiring on 09/09/03. 3. Notice of Acceptance No. 01-0205.02 issued to Solutia Inc. for the' " ex /Keepsafe Maximum" dated 05/17/01, expiri _ en 0 /21/06. .,,_/.i 'tom Tame! Perexari Product Control E err er NOA No 03-0805.07 Expiration Date: January 03, 2007 Approval Date: November 27, 2003 E-1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, dated 4/7/03, signed by Humayoun Farooq, P.E. (Notarized) 2. Statement letter of conformance, dated 4/7/03, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FT -3389, issued by Fenestration Testing Laboratory, Inc., dated 7/25/02, signed and sealed by James G. Worth, P.E. G. OTHER 1. Notice of Acceptance No. 01-1016.03, issued to Yale Ogron Manufacturing Co., Inc., Series 1800 Aluminum French Door w/Sidelites, approved on 1/3/02 and expiring on 1/03/07. E-2 • • ••• . • •• • • • • •• • •• • • • • • • • •••• •••• • • • • • • •••• •••• • • ••• • • • .• •• •. • • • • • • • • • •••••• • • • • • • • . •• • •••• • • • • • • • 0 Mana&(Perez, Product Control Exa r NOA No 03.0: r .07 Expiration Date: January 03, 2007 Approval Date: November 27, 2003 144- MA%. 1/y f1 1 11 1--� 1 _ II II ii ;o T °`miss' ii o; II / PT 6 __ \ \ VI A II \"1.1.-•"" ___C-� II \\ ': / !! H II ii II 23 7/8' MAIL D.L. OPO. N' MAIL 1/a' ANNEALED GLASS (EXTR70OR) LEAF WIDTH 23 7/8 MAL DL 080. 34- 1 810119 TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1, 1/8' NEAT S18FN5 GLOSS 3/1a• HEAT a1RLN1D MASS .000 WIERIATA FILM MOWN A70INTEfaAYER FILM .1 Y!R FILM SOFLES/KEEPSPFE1/8' HEAT S885(0 WAS5 1/a• HEAT MVO AMASS 7/ta' NGT STRENb OIASS (INTERIOR) /10 Y 0/4 PH 0095 AT S' FROM ENDS AND 12-1/2 0.0. TYRCAL 5/18' OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 5/18' OVERALL LAM. GLASS LAMINATED 81 'SECURITY IMPACT GLASS' GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS. SHUTTERS NOT REQUIRED • • MAXIMUM DESIGN LOAD. RATINGS + 85.0 P ••••• (FOR Bars BONN 09 SNOW) • r 85.0 PSF APPROVAL APPLIES TO SMOLT lx) AND DOUBLE (4)VS WITH OR WITHOUT SIDEUTFe.• • • THE 0051.9TES CAN 8E ONE OR OipT SIDES OF °SCRS. ALSO FIXED LITES OF SINteF•(Q)•J5J . • DOORS/SIDEUTES OWED111�ii.1.�WE1WAqTED GLASS RATiliFpI` LARGE MISSILE IMPACT ANi RREaCLORDV SHUTTER.. ss� •• • THIS PRODUCT B '=BONED TO COYFLO !ml THE HIGH YEAR MWRO'ANE ZONE OF 111E 2001 FLORIDA B�U��0p1I11y0p 00{�pp ALSO FOR WIND LOADS AS PlRPA'.CP7• ASCE 7-91,t 7-9P08 ASCE 7-98 AS 00055002 BY PRRA'UNO LDOI0 COOS. •-�.. `•� WOOD 85)088 BY OTHERS, I?7N BE•AOREO PROPERLY TO TRU-DI LOADS TO THE STRUCTURE. • ANCHORS SHALL BE AS�yy�LLG��7C��EEECOOp. IMAATERPA AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO �- j. SHALL BB BEYONLyWALL DRESSING OR STUCCO. ANCHORING OR LOADING NGmONS•FIOT SHOWN IB j NESE DETAILS ARE NOT PART OF THIS ttifPRO.. • 1/2' OVERALL LAN. GLASS 21SZISLASAMLOnosSIP LAMINATED BY 'UNTIED GLASS LAMINATING' •• • •••• • • • •• • Crgn 6A.1040010104 845000 sIHUCTURES H/. 85 16930,01 ' / f 1 • •• • • • • • • • IYFlCAL ANCHORS ESLE ay. FOR SPAdNO M000 81108 1YPITAL ANCHORS SEE ELEV. FOR SPACOIo -MOOD RUCK TYPICAL ANCHORS SFE ELEVFOR SPACING N0TAL STRUMBES I WOOD BUCKS NOT BY YALE OD80N. MUS( SUSTAIN (5091. 00 ALUM. I/S' 1LOL THICK) I LOADS IMPOSED BY *LAZING 5YBTEM AND TRANSFER STEEL : Fy . 30 KS MRL THEM TO THE BUILDING STRUCTURE. ALUMINUM : 6085-75 MW, (\ m 4f0 9 0/4' PH SMS `AT 4-3/4' FROM ENDS AND 14' 0.0. MAX. SILICONE CpNtRETE ; 178CAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR 5808; 1400 57EEL TB THRESHOLD BOLT` TYPICAL ANCHORS• 899 aov. FOR SPACING 7/4' 01A'5PCO0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/4' MIN. TOTAL EMBED. (WOOD+SUBSTRATE) • V 2i THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4' MIN. EMBED INTO MASONRY hr Yf // e l 1.14:'_insg_a_SELLanusturgaci INTO METAL STRUCTURES (1/8' NMN. THICKNESS) „41.•§1i J (1/4' MAX. SHIM SPACE) • • 414 SMS OR RFT F 1851 Fells INTO *ADE COUNTY APPR%/EO MIoLIO4 (NO SHIM SPACE) • • • • • SEALANTS; FRAME AND LEAF CORNERS, D$T41AT10N SCREWS AT SILL AND ALL METAL PARTS CONNECTORS ®"WV CLEAR COLORED ‘IL1CONE BINGES. • EXTRUDED ALUMINUM BUTT KINSE�•y. • 1 • • •$�•t.• • RQD AT EAC LEAF 7-328 4pTRME�"OApEp-0�EACH ATT 0-S/b' FR�d TOP & BOTTOM AMD ONE •T• i • • • • ••• • LOQ: • • • • sessitat STANDARD STEEL DEAD:f I( KEY OPERATED ON EKTERI STILE, ON INTERIOR AT EACH ACTIYE LEAF LOC BfiLE 41- /4' FROM �0176M • CONVENTIONAL LOUSE! RAH KNOB BY HARLOCK/ • • • KEY OPERATED ON EKTORIalt AND Tim TURN 0HOTER1011 AT EACH ACTIVE LEAF LOCI SME•34-41/8' FROM BOTTOM MANUALLY OPERATED CONCEIAE11 WARS BOLTS A7 TOA 1 SOROM OF EACH LEAF LOCK 511LE • • • (FLUSH BOLTS AT TCP BMW OF ACTIVE AND NAME twee • TO BE DOMED WONG PERIODS OF HuRRICABE WARSAW 3 POINT LOCK SYSTEM BY 'O -U HARDWARE INC.' WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35-1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUM8 TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN -ACTIVE LEAF LOCK STILE C,pn bR•moo RueTURDI 41.8 46 / 1075] • &Deeng no. W01-64 oar 2 of g • • •• •. • • • •• • •• • TYPICAL MOORS SEE ELEv. FOR SPACPAG /10 X 3/4• PH SMS AT 4-3/0 FROM ENDS AND 14' 0.5. MAL WOOD BUCKS NOT BY YALE OORON, MUST SUSTAIN LOADS IMPOSED SY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1110 X 3/4' PH SMS AT 4-3/4' FROM ENOS AND 14' O.C. ANL w �� _rte L...•� _ I 'ltr— - ii�rWlIF- III NEIN MillIi 15) Il — �' �NI L_.___ ,ami e ISI C._. ,� ilJ • TYPICAL MOORS SSC ELEV. FOR SPACING ACTIVE Lw • • • • NAME LW E/4 SHIN NAL •••• • • 0 •._.__. • • 3 POINT L&K • A VE LW dPTION •• • •••• • • • • • 1 TWILL ANCHORS SEE ELEV. FOR SPA= VPIGV. ANCHORS SEE ELEV. FOR SPACING Gmo OR. MAYO* VARODO SIRvilLAMS NA Pt f10507 PMOI7Uc7. PI:VIREO CAN sem RA mooing on Um Roads mexaon r„ro abo 4, droving no. W01-64 .595 L490+1 scant FRAME DOOR FRAME HEAD ) PRESSURE PLATE --1.494 SNAP CAP .750 0 TOP/BOTTOM RAIL ITBY 1 PART 0 READ. DESCRIPTION MATERIAL MANP•/SUPPUBH/10EMAB58 1 20-5325 1 DOOR FRAME READ 0083-T5 - 2 20-509 AS REDD. STOMAS PRASE 0003-15 3 YE -810 1 THRESHOLD 0003-12 - 4 YE -805 AS REOD. ROOM - MULLION 0083-T5 - 5 YE -811 AS REOD. FRAME JAMB 0003-10 N. 8 YE -801 2/ LEA' DOOR LEAF 50.). 4 HEAD 0053-T5 - 7 YE -8031 DOOR LEAF JAMS - HMOE SIDE 0053-25 - 8 YE -8021 0008 LEAF - LOCH SIDE 0053-15 - BA 50-5371 DOOR LEAF - LOCH SIDE (3 POINT LACK) 0003-26 - 9 YE -031 2/ LEA' SNAP CAP FOR DOOR LEAF 4 SILL 0053-15 - 10 YE -818 AS REOD. COM PLATE 0053-15 - 11 YE -0245 4/ LEAF OWING CHANNEL - _ 13 YE -535 AS MOD. EXTERO9 OLA>7910 LEO 8883-10 - 14 YE -833 AS RE00. INTERIOR GLAZING LEO 5003-23 - 15 - - - - - • • 18 YE -802 AS REGD. WOOL FIN WFATMERSTRIPPINO (.I57 X .280) - UL1RAF.• 17 YH-022 AS RECO. BLAB WETHERSTRIPPWO (.805 X .280) • • 7E41 RA= 18 - - - • • _• 89 Y11-818 1 LOCK SET 5Y HARLCC OR WES12.0511 • • - • - • • 20 TH-010 AS REM FLUSH BOLT BY DIVA IND. • • 0Z'211 005520111 21 - 3/ LEAF OAT 824050 AT 10-5/5' PRWI ENDS 4 41DSPAN ARMOND WITH 58 PIN 21 YE -800 4/ LEAF PRESSURE PLATE -ITE ROD • • r AAA 2-1/1' LONG • 23 TH-830 2/ LEAF 3/0' GLA. THREADED ROD - 24 - 1/ LOCH ST. REINFORCING TFULL LENGTH 02 PANEL • • r411/10410••rgTiEa� 1-1/2 • 0 1 • /5'• (4") SIDE LITE JAMB 0 DOOR FRAME JAMB •••• • • •• •• •••• ••• • • • •• • • • • • • • • Ale 4.000 O THRESHOLD 95 (8) 110-24 X 1/2 014 NS STARLESS STEEL (THREAD 000510) • • • • • •• • • v • • r•• • •••• • • • V---4E8D 0 HINGE STILE 4E90 (� LOCK STILE YH-652/873 g HINGE 4.88E 'tor tNUMAYOUN MOOS STRUMMER F1AAM 18587 PRODUCT REVISED 84“4491,Ing »RAm G»Flo< 8 ?00 fl54884.2Cume , () LOCK STILE (F0R 3 POINT LOCK OPTION) droning no. W01-64; (OM 4of ) (3) /10 X t• SMS FRAME LOWER CORNER '6, 0k. 19d1 atm 9101CARES uCA�v./ 10337 NIODUCT MWISRb �.f9 --�. r am** rid! t.11s130 Gods a�aarsF,. if .. APR 8 2003 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCFeS (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Miatni 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 F1orii.$gllding Code, including the High Velocity Hurricane Zone.• .'.•. DESCRIPTION: Series "3200" Outswing Aluminum Casement Window - L.M,L....• ,..;. • APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 OutttfifrImpact C tsement • Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated i /25/14, p?eyaled by • manufacturer, signed and sealed by Thorns J. Sotos, P. E., bearing the Miami -Dad 0CamV Prodt et t2ntrol Revision stamp with the Notice of Acceptance number and Expiration date by tly•4iami-Dade•cpunty Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant •- LABELING: Each unit shall bear a pennanent label with the manufacturer's nitrip•ot logo, pity. state, series, and following statement: "Miami -Dade County Product Control Approved", unless othe i i';e :toted 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. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wivw.m iamidade,eov/economv • • • • • •. lktg NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 Page 1 • . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No. L3200-0801, Sheets 01 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08--2102A, HETI-08-2097A, HETI-08-2103A and HETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 08-1020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099B, HETI-08-2100, HETI08-2101,I-IETI-08 2102B,HETI-0$ 2097B,HETI-08 2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P. E.• (Subinitted under NOA No. 08-1020.08) • • • • . . • .• C. CALCULATIONS .... ....• 1. Anchor verification calculations and structural analysis, certxplying witlt�FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed *aht1Sealed 5'.TIomas J. Sotos, P. E. (Submitted under previous MXl No. 12-0•. 17.21) 2. Glazing complies with ASTM E1300-04/ 09. ••• • . • • D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • • . .• . . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. E-1 (in �f Jaime D. Gascon, P. E. Product Control Section -Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 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 ruder 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-0$-2101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-102BB dater 01n0/08, • HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/1&08; HETI1fl&2104, • dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-21: dated 07/10/08, HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated o/gl.Q/08, all.issued by. Hurricane Engineering & Testing, Inc., signed and sealed by CatxlideF. Font,•P• 1. (Submitted under previous NOA No. 08-1020.08) ••••• • .... . • G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industuies, Ind.'%'r'their. Series "3200 Outswing Aluminum Casement Window - 1.114/I;", appnretl on• 03/06/14 and expiring on 03/04/19. • • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-2 • • ANCHORS, MT 3 AT FRAIE HEAD (C) 3 AT FRAIL SILL (D) 5 AT EA FRAME' JA48 ___ ANCHORS, (A) 6 Al 174AM: HEAD (C) 6 AT FRAIL SILL (D) 4 Al EA FRAM. JANE i .—ANCIOIR CLUSTER SEE DETAIL 04 AT SHITI 7 OF 7 (MANE SILL TYPICAL) )S .. , _��(/fie AI = . ,./�- // III` l . - f+^ I Ar /,/ i/ / DID '0..1(14) //.•. �9 x -r-,, . EEL INT. COJAAL 88)180 Alb ALAPPLIED Y81 ... V/ SILICON: AND ARC AVAILABLE AS OPTIONAL. General Notes* I.) THIS WINDOW SYSTEM I3 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF 7116 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE SONE (HVHS) AND ASTM 1300-98. THIS PRODUCT IS 10PACF RESISTANT AND DOES NOT REQUIRE SHUTTLES. 2.) 15 or 2 X WOOD BUCKS SHALL BR INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE EMI REQUIREMENTS OF 2010 F.H.C. & TO BE REVIEWED 8Y BUILDING OFFICIAL 9.) ANCHORS SHOWN ABOVE ARE AS PER MT 03I1'S. ON CENTER (0.C.) ANCHOR 82621308 WILL VARY 111111 UNIT DIMENSIONS. AND T1IE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON 111E LOAD TABLES AT SHEETS 8 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN WIESE DRAWING'S ARE TO BE 580141L9000) ON A SITE SPECIFIC MSI8. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUDDING OFFICIAL 8.) SEE SHEET 43 FOR BIW OF /LATERALS AND DETAILS. 8.) SEE SHEET /8 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAIL DESIGN PRESSURES. T.) WOOD BUIXS IN CONTACT 1(1111 CONCRETE MUST 8E PRESSURE TREATED AND ANCHORED (8Y OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) 8.) MATERIALS INCWDINO BUT NOT LDRTED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER 0183D0(AD MATERIALS SHAD. MEET 111E REQUIREMENTS OF 2014 FLORIDA BUDDING CODE SECTION 2003.8.4 AND/OR SECTION 2928.2 9.) EXT. & INT. FALSE COIANIAL HUNTERS ARE OPTIONAL /A AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CUPS TO DE MEASURED FROM THE DIME EDGE OF TIM WINDOW FRAME AND TO BE LOCATED 211100 A -)/- 1/2• TOLERANCE. TOTAL OF ANCHORS REQUIRED AT 814. TO 8E 711E SAME AS MAYS 110ND. 11.) SLE SHEET F 4 OF 10 FOR FLANGE PERI116158 CAME/ INSTALLATION DLTAIL 12.) AIT. & D(T. FALSE COLONIAL HUSHES ARE OPTIONAL & AND ARE AFPUED W/ SILICONE l�+O� as 00 ()GR.) VINDOV FRAME l(ft)1 "X" ELEVATION (1)3)75D 90 LOADS ON SHEET 8 OF 7) `b.il11 F•1 20 93 (ANY) 1 WINDOW FRAME WIDT I "XO" ELEVATION - (OX reversed) (WAITED TO (AADS ON SHEET 8 OF 7) ANCHORS, (A) 6 AT LRAM: HEAD (C1 6 AT FRAME SIL1. (Dl 4 AT EA. FRAM: JAM --ANCHOR CLUSTER St:): I1TAII 44 AT SHE)" / I0' / ((WAITS SILL fYPICAI,) /L ad 8r0sool al B' Iron, and. (T�411* 7at r) tl 971171 'F .2A 9 WINDOW I4(4): WIDTH J1 LEVO ON 1.81, & gNri =OM & (UNITED 70 IAADS ON SI 41 (41. 44' 4)• V/ >H IwuF Ado • • AVAI AB.L•0•O� • • SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIOZIS • • •• • • WHEN THE CAP BETWEEN 110 WINDOW FRAME AND THE PUCK OR MASONRY IS LESS THAN l/S', LOOMS ARE NOT REQUIRED. ANCHORS NATE; ANCHORS TO BE PIE SNS OR VD. SCREWS INTO VPDO, LIR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONE., WITH A 411314101 OF 1 1/4' PENETRATION INTO WODO OR CONC. (REFER TO LVAD TAOLES FOR QUANTITIES REQUIRED) •• • • • • •••• • • •••• •• • • • • • •••• • • • • •••• ••• • • • PROIMICYI(UVISGI! • •• AMPIM0pw101RaB116.l• IMONMU C'aJe R A • • • • E-444•(0J)a A ". ' e0'11 • 11 • 0d•"l4 Co.,*/L ./ 1010 TBC DA • A. l4 R Ram.W and M Owl O4 of L.A. 'SON. • frotalwk 'LLieO 410-10)10)'rr4TIT70, 1✓ • PN No. (d00 6004000 C. Wood to Coayy ./ 2014 ADC 11AO(/?AOTO00M W PALM AL•DWY WI OIM AND OWN 00040 A.." �h.l (lo,o AN OMw<Y 16~Arlar 142,10;$10.1 a'wrou A 4MMw PI w.rwm N. ._. __ 0.4Aery.. n_...__. .,.,nn n..._-..,_.- •__..._.. Casement wl...l..... "^w^ °' N XRAXo A01 /14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or 05) L„.. C/SLMD(IL030 COMA( al lA).."4 "*"." I2000-9001 1 or 7 ' 'Y ' A 9 `,w Ar /,/ i/ / 'r '—M -`J LJ ��.� �/i/ ad 8r0sool al B' Iron, and. (T�411* 7at r) tl 971171 'F .2A 9 WINDOW I4(4): WIDTH J1 LEVO ON 1.81, & gNri =OM & (UNITED 70 IAADS ON SI 41 (41. 44' 4)• V/ >H IwuF Ado • • AVAI AB.L•0•O� • • SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIOZIS • • •• • • WHEN THE CAP BETWEEN 110 WINDOW FRAME AND THE PUCK OR MASONRY IS LESS THAN l/S', LOOMS ARE NOT REQUIRED. ANCHORS NATE; ANCHORS TO BE PIE SNS OR VD. SCREWS INTO VPDO, LIR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONE., WITH A 411314101 OF 1 1/4' PENETRATION INTO WODO OR CONC. (REFER TO LVAD TAOLES FOR QUANTITIES REQUIRED) •• • • • • •••• • • •••• •• • • • • • •••• • • • • •••• ••• • • • PROIMICYI(UVISGI! • •• AMPIM0pw101RaB116.l• IMONMU C'aJe R A • • • • E-444•(0J)a A ". ' e0'11 • 11 • 0d•"l4 Co.,*/L ./ 1010 TBC DA • A. l4 R Ram.W and M Owl O4 of L.A. 'SON. • frotalwk 'LLieO 410-10)10)'rr4TIT70, 1✓ • PN No. (d00 6004000 C. Wood to Coayy ./ 2014 ADC 11AO(/?AOTO00M W PALM AL•DWY WI OIM AND OWN 00040 A.." �h.l (lo,o AN OMw<Y 16~Arlar 142,10;$10.1 a'wrou A 4MMw PI w.rwm N. ._. __ 0.4Aery.. n_...__. .,.,nn n..._-..,_.- •__..._.. Casement wl...l..... "^w^ °' N XRAXo A01 /14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or 05) L„.. C/SLMD(IL030 COMA( al lA).."4 "*"." I2000-9001 1 or 7 1/4' TAPCINS W/ 1 1/4' MIN. MEC - EMBEDMENT t., S (ti NWAN o `/am ®m 1 5/32' STUCC- (BY OTOHERS PERIN CACI BY OTHERS (IYP.> ALL P.T. wan BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG OFFICIAL (TYP T Ip' INN. MM.) KETAL LATH P' o ° I S STUCCO (BY OTHERS) INTERIOR GLASS EXT. GRADE PERIN. CAULKING CTYP.) _ S UCCO "?t',�"-• (DY OTHERS)*V.* 1/4' NAB. 111114 SPACE D 14 S.M.S. or W0. SCREW W 1 1/4' MIN. WOAD EMBED EXTERIOR GRADE PERINI II'R CAULKING BY 11010.1ts (TYP.) STUCCO (DY DEBUTS) -20 WOOD BUCK (TYP.) -ALI WOOD FRAMING C.NGINEERLO SEPARATELY 6 TO BE REVIEWED BLDG. OFFICIAL (TYP.) r/ EXT. GRADE PERIM. CAULKING (TYP.) A E 3/4' EWE DISTANCE KETAL LATH, STUCCO AND CXTERI(B0 GRADE SHEATHING (BY UlIB.RS) • WEEN THE GAP BETWEEN SHE tlINDOW FRAM AND MBB BUCK 08 UASONRY la LESS THAN 1/8', sums ARE mot' REQUIRED. 11101)UCTIUMSBD ma44yhg9Ab9bo140E44 iwaalmad. 08 20 2421.6 :6;41; uN 14wi,n[ C•�Aiol� ANCHORS _NOM ANGERS TU 81: Al2 SNS UN VD. SCREWS 1NT0 SUM, (84 1/4' TAPCIWS or APPRID/F.D C10. FASTENERS INTO CIRIC.. WITH A NININUM OF 11/4' PENETRATION INTO 0/008 OR CONE. <REFER TO LOAD TABLES FUR QUANTITIES REQUIRED) DATE ALL WOOD BUCKS ENGINEERED SEPARATELY 4 ID BE REVIEWED BLOC UFFI{IAL (TYP.) -2X WOOD DUCK ANCHORED 113 CONC. (0 BE P.T. (IYP., P.X W000 BUCK (TYP.) EXT. GRADE PERU4. CAULKING (TYP.) IX or 2X- P.T. WD. BUCK ■44��1 1/4' MIL - ERIN SPACE • ' i V o o °MA ,teL'' �.1�j I 0.•••• ® "r • • • INTERIM, • • • • •••• ••• • • • •• • • •••• A RM..d to Coop& x/ 1010 R10 B. K*..oJ .0d R.d tod to 60.( 0 & 0 of J C. R.d.N to 30000 0/ 1014 RX: Moro xp N. BRA20 0r. OT/10/OB RwTOVP14 Rw[ad �s N. E0140 4MM.1r.0 •. • • • • • • .• • • • • 1/4' MAK. YHM SPACE LA W S O N Meant' 04100 1:jESCW140'O•' V..ff/1 G•) PM No. (NOF) 010-0000 III00fCRIA00 01 67741Jr'Y 4(OYw1OY IMOCOO ANO 01400 MOO Oi.� IYu„ br(Ww II Ms f✓,Mw ewM,/CMN o..O. .. , .. ArNs I, YL *MVO ))00 11441QU0_2L I Series: 3200 Outawing Impact Casement Window VERTICAL CROSS-SECTIONS, ORTAILS & NOT= Deb.[ 0__ x..A,u �Tp••b0 304*0 1"-47:777 GS[OO(IJa00-OBNANI 14200 -ORO( -PERIMETER CAIl.K14G UYLRALL PRUNE VIDTN EXTERIOR UVERa.0 VENT WIDTH DAYLIGHT WIDTH - STUCCO (8Y OTHERS) FIXED VENT OPERABLE VENT II I 1:l '. If!li flllllY'l!l ;I11/ 'o :IPA ? /APf.ON I Pea (R w. of n • • INTERIOR STUCCO (BY OTHERS ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. 111 lICIAL (TYR) IIVINAU FRAME WIDTH PERIMETER CAULKINGeMEAL0EXTERIl VQALORD1NWI. 1, it Q t .t i GLASS OPERABLE VENT I/4• P TAPCON WNW All111/1”1181,1111, ALL VUUD BUCKS ENGINEERED SEPARATELY 8 TO RE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T W000 BUCK NOT BY LAWSON 1N11. MUST SUSTAIN IMPOSED LOADS UI4' MAX INTERIOR • DIM THE OAP BETWEEN MB WINDOW FRAME AND TUE SUCK OW ((4SONRY IS (820 TITAN I/B'. SHIMS AVE NAT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 612 SNS OR VD. SCREWS INTO VMD. OR 1/4. 1APC204S ar APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES F1311 QUANTITIES REQUIRED) .• • •••• • • •••• •••• CA6L6ING • • • • • • • • • • • ••• ••• • • • EXTERIOR • • •• ••• 0. 82*04 T2 CanyN , 2010 f02 GLAV • •dr>is1F: IIS . A • 1Ito eD 1)1 szt INTERIOR •••• • • •• • •• • • • • •• • • • PIRB1ULTNnVINnI -- ALL WOOD BUCKS Apt)t* ooh Ilo*AIa a TO BE SEPARATELY INntmw; Luk /'fQOQ• nom. 6 GI BE REVIEWED Auotarv(Ile. S�/ iJ G-' LC/ Bt.DIL OFFICIAL MM.) 1•"IA+LIR6Dse. ""r 'GC $. CY aiural)ndi Pro6uii (ooiwi 0 Rau. am) 62102* to ATM 666 C Rari24 to Cm* */ 4011 F62 LAY/SON E186C.`"+1 •:7.22166 (2FITS T�. IDT20'.') NI Ra. (2011) 605-6640 NIMOI/Olafff Or ;WHY AWW/Wf /IUDCff 406 GLIM 006!2 Am (64r rW 44.6 4 Gyp.d•WWW4 Ifkw,,/,, 41I,Nbs 4 IWII MOIOOY WNpof rah 14,01i Wei l Onama"" N_DRAW _0i4 7/66 Series: 3200 Outswing Impact Casement Window e.ww apN. 82620 4 00/06hd AwWn do.A C emit Pad l'A�+,uvaiRat3 10 o1 la -o1 1621 r,•,sl«. I2260-0601 ... 166*0' 4 CO HORIZONTAL, CROSS-SECTIONS, DETAILS B NOTES EXT. GRADE BACK BE001NG TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER 4TYPJ FACE CAULK BY 01hERS (TYPJ LAWSON SERIES: 9200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM /DWG. N0. PART 140. QUANTITY DESCRIPTION WARM IAWSON SERIES: 3200 CASEMENT WINDOW - DILL OF MATERIALS LIST ITEM / DWG. 140. PART N0. QUANTITY DESCRIPTION 140DARE9 40 41 42 43 44 1 X VENT 1 X HANDLE 1 X VENT SEE ELEVATION SEE ELEVATION AND SAG VENT/011 RAMP LOCKING HARDIE RACK PIATE NYLON 6/6 1-3001 L11-118 • 2 1•-3002 10-115 FRAME HEAD FRAME SILL 6063-T8 ALUMINUM 5/16' INSECT SCREEN - OPTIONAL ALUMINUM FRAME FRAME INSTALLATION SCREWS B12 X 2 1/4' P11 SMS FRAME SILL UAP SCREWS /12 X 1 1/2' PH SMS 3 1-3002 4 1-3002 5 1-3004 10-115 10-115 L0-119 2 FRAME JAMB -HINGE SIDE FRAME JAMB-1A1CH SIDE 45 SM -5504 SEE ELEYA11014 FRAYE/YENT ASa'Ma.Y SEAANT • 6 1-3004 U-119 VEN1 10P RAIL 0883-18 ALUMINUM 0083-18 N.UMWUM _. 0083-18 ALUMINUM 8083-10 ALUMINUM VINT 9011094 NAIL 6083-18 ALUMINUM 46 47 48 49 1-3007 I-30(04 1E-164 SEE ELEVATION 1 X AF1C*K1i FRAME INSTALLATION CAINB0G 111-159 AS REDO. FRANC HFAO/JAWi SHEAR PLATE GIVING BEAD - 7/16' EXTERIOR GRADE PERIMETER 6063-15 *111(0NUM (3' L.) 6063-15 A UMINUM 7 a 9 L-3004 L 3004 1-3003 10-119 U1-119 18-118 LB -111 01-113 2 X BRACl10T FIXED VENT ATTACHMENT SCREW B8 a 1 1/4' M./PHIL. SOS 50 51 WINDOW FRAME EXT. GRADE PERIIETER CAULKING NOT BY 'LAWSR4 INDUSTRIES'. 10 8E APPLIED BY OTHERS 177P.) STUCCO OR EXTERIOR FINISH BY OTHERS (TYPJ FRAME . PERIMETER CAULK DETAII, SUBSTRATE. CONCRETE 08 P.T. WIND 8Y OTHERS (TYP3 144' NAK 511141 FWB DY1AMi0100 8 X POST 04 -POST ASSEMBLY SCREWS B10 X 1 1/4' PH SATS 0C-899 AS RECD. MATING SFA1ANT - SILICONE• 2X woo - BUCK (TV.) ALL WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BLDG. OFFICIAL (111P.) 112 SM.S. or 000. SCREW W/ I I/4' M1N, VDDD FN5E5 EXT. GRADE BACK BEDDING 111 8E APPLIED BEHIND WINDOW RANGE BY INSTALLER (TYP.) EXTERIOR GRADE ..,..,., ,. PER11E tER CALKING My BY OTHERS 1T7P.) • `�*`~�'~'`1- TAL LATH, STUCCO AND EXTERIOR GRAVE OWOODSHEATHING (87 OTHERS) ERAMJ_INSTAjt,ATION DETAIL SEE MULLION APPROVALS FOR ,(��I�wd�l'.TMD I 8.54, MULLION TYPE, SIZE AND MAX. Mv0•B09 (8..{0 DESIGN PRESSURE UMITATI0WS NOTE: .A4cclunl0 J ' E PANN THE LOWER PRET WINS , RAMULI CASEMENT VER.. OR MY_ j:(:..1...'ICyrs A1ULLi(AV SHALL GOVERN. AI,w::�'):,1)Ia+Y•cIfV,4ml''� ALTERNATE ANCHORING AT SILL MULLION AV(!OI-IMN'NT . PeTAIL VERT SIDE RAO. -HINGE SLOE 8003-18 ALUMINUM VENT SIDE RAL-IATOI SIDE AS MOM. 1N -POST 6003 -TO ALUMINUM 0083-18 ALUMINUM 10 1-3006 1 X ANCHOR FRAME SRL ANCHOR CUP 8063-18 ALUMINUM (3" L.) 11 1-3005 AS REQ'D. FOXED UTE MDUNIIND BRACKET 1.1I83• T8 ALUMINUM (2' L.) 12 1-3010 1.11-7708 A5 RE.DD. GA'2MG MFAU - 6/10 M. 0.063-15 ALUMINUM 13 1-7531 1-7531 AS R0QD„. OLA2819,BFA0 DULR Vir • •4I -WC VINYL to 5M-5731 AS REQD.S01-A2W0 *AUNT - SILICONE • • 15 1-3012 LI -110 AS IMOD. 41611111113NAIPPING -0).)l#PMC WW1 • _ D.. 16 1-3011 UI -133 AS REVZ�10•BiADI I/le:At. NtU .•• 8063_ -TS AL 141. 4 •• 17 1••3013 12 CORtoR KEY PER FRAME 18 L-3013 8 • S05.10•S11 PER VENT • 1 Y --i- IO -3013 4 X POST R . FRAME AS4MBLY SCR NIMHEY PER 410 X 1' PI1 SMS -01---11- •-• 20 21 8 eurei .EW1Y scums • • • • 110 X 1 1/•'S'` --e- 22 2 X VENT •4 BAR WY 10N0Et• - D H.D. 23 2 X VENT • 4 45•IOwDES •• STD. k *A. % -• •.• • • 24 A5 NEED. • •M01.1•XINIING 5CRE'h • 110 X 1/2'•82.}' .l. , 25 1 X VENT VEN1 OPERATOR - DIAL or SII .E 2 Y 26 4/ OPER 15P r8•*XR CUEING sXxtEr0 /to x .3/4' 031/1.0110.500 27 1/ OPER. • STADLLESS#1EEL 'C' WALT( • • • • • • • • 28 _ 2/ TRACK TRACK MOUNTING 0CRE.S. • • • p8 X 1/2" F.I./PI10. 11) 29 1/ OPERAT01= 51110 (0T CONNECTOR • • • 0_9 9_9 30 2/ BRACKET in ) *014%611 SCREWS • • • • Be x i/2' •H./PHIL 5L• 31 1/ VENT LOCKING IIANDF. • CC``• ••' 32 2/ LOCK LOCK HANDLE MOUNTING 91R.WS 110-32 X 3/8' PI1 MS 3 1/ VENT LOCKING MUM-POINI RAR 34 35 08.20 3s 37 38 1 X LOCX i'0W1T TE BAR NYLON GUIDES 1-3014 2 X GUIDE 1/ LOCK 2/ KEEPER 4 NYLON GUIDES MOIRITINO SCREWS B8 X 1' PH./PHIL. 9 KEEPER (ST. STEEL) KEEPER MOUNTING SCREWS SNUBBER 6063-15 ALUMINUM 39 A R•Ntt4 to 0848 ./ i0i0 RBC 2/ SNUBBER SNUBBER INSTN1ATION SCREWS BB X 1/2' PI( SI.S LA WS ON 8(01 K.W. 51. 8. BMe nl 84 (.4808. Owl 5 A a d 0•MCOLEr. SEI(( - - (1hTTJ YY�T3ZIEf3. 7'8. 1'Z. PH No. (105 6((-8660 MIN0A4070BI8 07 404602Y 2588./100 NM0011 AND 00406 0001,8 Now DWuu,*W* ".4 CS.J•'I, Ors/8.004 Pm 6lmw. I, fw4M11 904 RISIL N. (BA2D 4i1 DY /0( Series: 3200 Outswing Impact Casement Window K. MOO 0V/14 BILL OF MATERIALS 118'7 AND DETAILS A. * m..5 0 mw. 1»01011 e.A•..,, r.,x.n Imw.. aw,n 48.0 wOBulamO-oe1104-m 1..000-0.01 4 M C. 870114 10 Comptj to/ 2014 RBC mm... /OF 1*04r7 5/36" LMINA700 CLASS COMPOSynoN - TYP6 A" ea 0831731250 /1 DETAIL 1 1/8' MAULED GLASS 1 Y 070 '1'44 Y 04.7 9.t0U1.PVD *4.44 *.V 3 9r 1 4 Est... sal.. WS by E..Iron menta co ° 3 I/O' *MASCO GLASS 6 l8 (AMINATED MASS COMPOSITION - TYPE C" 0/043" 1.6101189780 CLASS COMPOSMON - TYPE "N" lima 4000/11201 DTrAtb 1 I/O' ICAC-SI0CMNICICD OAST 0498' 311COA101 SmtrCCmInlawI8. .y.r DuPont1 u nta 3 Y 049r MI 01*raA0E0 Son.. PVa by Costra.1 C1r1.020 Co. 1 4 3 I/O' MCAT-S1200403rxb GLASS 1 5 - 6 l8 (AMINATED MASS COMPOSITION - TYPE C" MY mourn= assn VnUt1 02462, 1 I/O' MAT-St8EI141C070 GLASS 2 0498' 311COA101 SmtrCCmInlawI8. .y.r DuPont1 u nta 3 .." 3 1/8' Ia01-TIC4191ICNC0 GLASS Iutt-. - b 18 LAMINATED MASS COMPOSITION - TYPE "D" I1W 1 assn VnUt1 Jtem 366• ANNC/ACD GLASS 8 0390' PV1 011EI1.ATCB 340.. MI by C.:ba.. EMNGa Co w�I 3 9/16• AI0ZNC0 WAASS 1718 1.6111186 ON TYPE IRM 0YSC1Te0 00CAR L 1 1/8' 3117SALC0 GLASS 2 0090' PVa 411CYIATI8 URA. PV6 6y Coat.. O** 44* Co. ,i,"A-hyo... �� ® V= 3 /8' 1ANbUnmD ELAS' L'+ A V4' 0198.0/03 AR SPACE Iutt-. - b 1/6' ANTCALCO GLASS 1 5 - LAMINATED GLASS TYPES 16 GL MNG 1TE 6/36 laminated Flange Frame Window (lazed with 3200 Impact Casement Window Con@gumUon: "X" Glass Type "A" Glass Type "B" Sham Type "C" Om Type "D" Olay Type "P 6/18" Annealed ma m ealeda 8118"Me.Ola-PM 6118" HB, Moe 40. 7/16'' Annealed Ohne 11118"AOeabdQma *6 GLA INS :iTE 7/10' Laminated Mee ii�ale Code 12 13 14 16 16 1132 1133 H34 1175 H38 22 23 24 Width (In) 19.126 10.325 19.125 19.125 19.126 26.5 26.5 28.6 26.6 25.5 37 37 37 26 39375 50625 W 74.25 28 39375 50825 83 74 25 28 33.376 80.626 Anehor3 Heedl881 Jamb 2 2 2 3 2 4 2 6 2 3 3 3 3 5 3 3 4 3 3 3 5 2 OP(+1 3 4 69.0 89.0 59.0 59.0 69.0 59.0 59.0 69.0 59.0 69.0 69.0 59.0 59.0 *4(•) 69.0 69.0 69.0 69.0 59.0 69.0 59.0 89.0 59.0 69.0 690 59.0 89.0 25 37 83 3 6 59.0 690 DP(3) DP(-) DP(+) 05, p61 700 020 70.0 70.0 820 70.0 70.0 820 70.0 70.0 820 70.0 70.0 82.0 70.0 70.0 82.0 70.0 70.0 82.0 70.0 70.0 02.0 70.0 70.0 82.0 70.0 700 82.0 700 700 02.0 _700 700 821 7010 70.0 829 10.0• 820 •• 700• 70.0 820 82.0 820 820- *4).) P• 70.0 70,0 70.0 _.70.0 26 37 7425 3 69.0 59.0 70.0 GLAZING OPTION DETAILS 41 2020 2030 2040 2050 2060 24 24 24 24 24 24 38 48 60 72 2 2 2 2 2 2 3 4 5 59.0 • 69.0 59.0 60.0 890 60.0 59.0 69.0 59.0 59.0 2620 2630 2840 2840 2680 2820 2830 2840 2850 2880 3026- 3030 30_ 30 30 30 30 30 32 24 38 3 2 3 3 48 60 72 3 3 6 24 9 3 32 38 32 48 32 60 32 72 38 24 39 38 38 48 3 3 3 3 3 3 3 2 3 4 6 6 2 3 4 59.0 59.0 59.0 59.0 59.0 590 69.0 59.0 69.0 59.0 80.0 69.0 59.0 000 59.0 09.0 59.0 59.0 69.0 89.0 60.0 69.0 69.0 69.0 59.0 69.0 524 ay• 82.0 70.0 820 70.0 82 0 70.0 820 70.0 92.0 70.0 82.0 • 70.0 • 820 •GAO 62.0 • 700 82.0 • 700 • 82.0 V�'� • DP(-) 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 • 73.0 730 730 OPO) 70.0 p4(4 73.0 70.0 70.0 730 • 73.0 73.0 700 730 70.0.730 70.0 73.0 70.7o- 70 0 0.0- 70.0 730 70.0 73.0 70,0 730 70.0 73.0 70.Omm ,730 700 70.0 70.0 620 00.0 821 • • foo • 62.0 700 70.0 700 82.0 • .• lot* 70.0 82.3 • •20, 70.0 82.0 `o'8 70.082.4••0•• 60 �� 70.0 82.0 • 70.0 • 70.0 82.• • 1c 70.0 82.0 70.0 70.0 82. 11-20!6: 70 0 0.0 700 62 70.0 70.0 820 7046 70.0 82.1 10.0• 70.0 82. i0 • 70.0 • 700 82.0 70.0 70.0 82.0 70.0 82.0 70 0 73 0 82.0 70.0 73.0 820 70.0 73.0 02.0 •706 • 73.0 820 ••7Q,%••73.0 820 7 ..0 73.0 82.0 • •740 •73.0 82.0 70.0 •73.0 62.0 70.0 111-73.0 820 70.0 730 02.0 70 d' 730 82.0 70.0 • 730 82. 62.00 • • •7070.0 0 09 73. (,•73.0 82.0 70.0 730 820 -070tf • -73.0 62.0 • tr . 73.0 82.0 730 73.0 3050 38 60 3 5 59.0 59.0 70.0 82.0 70.0 700. 7'3.0 •00 700 1011 • •0 OAF 70.0• 7V 00•••4430 70.0 730 101 • •' 70.0 ./30 700 i30 70 0 rs0 !30 .730 82.0 70.0 73 0 3060 36 72 3 5 690 59.0 700 82.0 40 0 734 100 73� 70.0 73.0 70o 030 70.0 73.0 • 0A awb.4 to Comply ./ 2010 LOC and W1iW° to 11.18 5 o1 7 C. 0Mtod to Campy ./ 2014 000 "02 N. EYA30 sin bor.. 07/37/m Atwood /Iv N. CNA20 Mob II** 4 PNOJA/47H6111131:T1 nplyiWt vnlN dbT TWO:, C.-� �j� Ana1$1 180 C.7�•� (// 9 x..+74 7-- � .vwnY�6ii91'To3w.iGw 4P1 " LAW S O N YCOIti"L 6133166 PH ND. (396) 610-0660 mn aa$AC'TIIUM Of 641.1.177 =11121 MAW AMD ALM 00005 n.r qw IP4r1 ab.. Ihw a.WW I. A INr M.NN. 41111111.011 500. ASSURAY 13152.1 t AZ& 04*03 e6-01 Series: 3200 Outswing Impact Casement Window 111.929 & DP CHARTS AND OWING DETAILS 100R "R" UNITS 0aw4. La.4 0 raaml '4."r57.1.3/250-0311114-01 erY[D9-oaw-01 fn0wro .0074... L3200-0800 0300 6 0P P • die LA•INATEU GUMS COMPOSITION - TYPE W. --- NM 13ea DISCIEPIa2 tem s6YAu IA' ANN[MLa GLASS a DOW PVP DOCILAYIN ButocIte PVB by DUPONT e• SoPbx we by Costen Chm'sal Ca ;;,a JJ- eaa• 3 me. /RDMEO teen 8/18' LAMINATED CLASS COMPOSITION - TYPE "0" •tea 1 OmlT MAI-STATERLA TOAD MASS s6YAu 8 0.22• IW0 [NICIDAstn Softer so4by we M (*stn. Chmtol Co Aa4 1141 ;;,a 3 I/8' 10'10-Sl•01GN1CNCU GLASS 8/18" LAMINATED WA80 COMPOSITION - TYPE "C" trot BISMIM1a4 BMW.I 1 DETAIL I/O' NEAT -3124116111134C0 GLASS B 209Y WIEPLA1Ea ;;,a 1 Se*0.1240 a 1"t..Ioy.. by 0"Pont 3 I/O' MCAI-SIRlA3Nf8C0 GLASS 3 -V IPI LAMINATED GLASS COMPOSITION - TYPE "D" rte BBSCIPE•N 1 DETAIL 1 3/26' AMEN.CD GLASS 1--+a.-sx 1 0590' PVD IMERLAYCR Sof1ex PV2 by CoStnen CMnkot 1 1 iv= -:ate.:.• T 4454= 3 3/16' AMOCO GLASS [.AMINATED GLASS TYPES 7/18" Laminated Flange Flare WrKbw Maeda/fib 3200 Impact Casement WMndow Configuration: "XX", 'XO" or "OX" Gam Type 'A" Glamlype "8" Gime lam "C' Gam Type "Cr ClasiType "2' 6118"P aoaladG'am Size Catla 22 YYId03 He.J14 024) PN 37 28 Anchors Nsad]Sili Jamb 4 2 DPN) _x'61 PIi I1 SWIM Gass -PUH 8N8"101.Qasa-8 Annaa14441ass DPN _p0) DP PJPi Pd Pei D'(+) 70.0 70.0 700 P51 P� _ 730 700 11I18`AnadsdClass 620 700 730 700 730 23 24 28 37 37 37 38.375 50826 C3 4 4 4 3 4 4 70.0 70.0 70.0 700 70.0 700 70.0 70.0 70.0 73.0 700 730 70.0 730 700 82.0 70.0 730 820 700 73.0 82.0 70,0 73.0- 70 0 3.0 700 730 70.0 730- 700 730 32 33 53.125 53126 26 38.375 4 2 70.0 70.0 70.0 73.0 70.0 4 3 70.0 700 70.0 73.0 700 820 700 73.0 820 70.0 73.0 70.0 730 70.0 730 34 531'28 60.625 4 4 70.0 70.0 70.0 73.0 700 820 70.0 730 700 730 35 D23- 024 D25 51126 74 74- 74 74 63 28 38375 50.821 63 4 8 6 6 8 4 70.0 70.0 70.0 734 700 620 700 730 2 70.0 70.0 70.0 73.0 700 3 4 4 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 700 730 700 73% 701 73.• 100 • 700 73.0 820 70.0 • • 820 ,•llQ••130 820 • 70.0 730 70.0 730 700 730 160640-47110- 820 700 730 700 673.0 11/16' Iamloetod/lasulbted GLAZING OPTION DETAILS N K 0 3020 3030 33 38 24 38 4 2 70.0 4 3 70.0 70.0 70.0 70.0 700 73.0 •. 700• 3040 3450 4020 4030 36 39 48 48 48 60 24 38 4 4 70.0 700 700 los silo 82.o • 700 a 730 820 : Arr••73o 620 700 730 700 • 73.0 IVO•` 73.9 4 4 2 4 3 700 70.0 700 70.0 70.0 70.0 700 70.0 700 4040 48 48 4 4 70.0 70.0 4050 48 60 4 4 70.0 70.0 70.0 700 nib • • PI?• 730 700 730 •'_I 7311- _IOD • 710 620 70.06 73.0 820 700 730 820 •11.tf• 730 820 _•44. • • 710 620 70 0 730 4o0 7310 601 • • 46796 900 711 - • •0 • 4P 5020 60 24 5 2 70.0 70.0 10.0 734 •• 820 • •YS0 •73.0 •00. 6 413.0 8030 CO 8040 60 36 48 6 3 70.0 70.0 700 6 4 700 700 70.0 730 • 700 • 73.1 • 151 820 700 •730 820 700 • • 730 6050 8020 6030 60 72 72 co 24 38 5 6 4 2 6 3 70.0 700 70.0 70.0 70.0 70.0 700 70.0 700 73. 234 700, 820 7041,.__73_0 820 700 730 820 • 700 • 730 700 730 4010 • • •1!b 700 •73.0 700 •73.0 0 •••7650 6043 72 48 8 4 70.0 70.0 700 730 700 820 •600••720 700 73.0 600 12 60 6 4 70.0 70.0 700 7351 701 820 • 70.0 730 •• • •••• • • • •6 • ,00•••7,0 mom' ItOVIS613 lioibtlaz MO/ 90e.20 8.m1s.3 /207 aaana" otaI;ioi.Icoaaol • A 8203.0 to Comply / 3010 PSC Lei SON GO SO. • IMM. 1 0010AA MIN O RrrxW boa Reaaim to *MN 6 A 6 of i (iIYY t<4TRIEH. 21V Com.} PH NO. 4301 406-96103 C. RAMM to Campy / S0I4 MC 2E411/14CNOad Of IMAM AtUN DOD 04.00000 AND 204/2 DAM ADA ISIMA SWAM"M MOM Age's*. •V606 L 3100 10.22-0 I.� 4. NDAD/ °"'" A` N. ERAzo '" 07/01/011 A"I'4 bp Series: 3200 Oulswing Impact Casement Window MASS@ DP CHARTS AND WAXING DETAILS FOR 900-00-20" UNITS N. !3.040 MN.* L•"6 C • eN 011/28/14 *.C..I44" w' NIA 200-024104-01 I "'V Awsn I.3200-0601 0001 I""' 6247 1/18 LAMINATI81 suss COMP081TNON TYPE "E" mu 0230111P1206 003EIL 1 t I/O' AtOCALCO GLASS a 0090' PVB 201(22AICR were INS by MAUNA CMOS N Co. .,��--`�.• 1 In O 41 3 4 SNP ANNFAALB GLASS I/O' U0*00(0 Ala 072* 7 9 I/O' MCALID GLASS [.AMINATED GLASS TYPES 7/18" Laminated Flange Flare WrKbw Maeda/fib 3200 Impact Casement WMndow Configuration: "XX", 'XO" or "OX" Gam Type 'A" Glamlype "8" Gime lam "C' Gam Type "Cr ClasiType "2' 6118"P aoaladG'am Size Catla 22 YYId03 He.J14 024) PN 37 28 Anchors Nsad]Sili Jamb 4 2 DPN) _x'61 PIi I1 SWIM Gass -PUH 8N8"101.Qasa-8 Annaa14441ass DPN _p0) DP PJPi Pd Pei D'(+) 70.0 70.0 700 P51 P� _ 730 700 11I18`AnadsdClass 620 700 730 700 730 23 24 28 37 37 37 38.375 50826 C3 4 4 4 3 4 4 70.0 70.0 70.0 700 70.0 700 70.0 70.0 70.0 73.0 700 730 70.0 730 700 82.0 70.0 730 820 700 73.0 82.0 70,0 73.0- 70 0 3.0 700 730 70.0 730- 700 730 32 33 53.125 53126 26 38.375 4 2 70.0 70.0 70.0 73.0 70.0 4 3 70.0 700 70.0 73.0 700 820 700 73.0 820 70.0 73.0 70.0 730 70.0 730 34 531'28 60.625 4 4 70.0 70.0 70.0 73.0 700 820 70.0 730 700 730 35 D23- 024 D25 51126 74 74- 74 74 63 28 38375 50.821 63 4 8 6 6 8 4 70.0 70.0 70.0 734 700 620 700 730 2 70.0 70.0 70.0 73.0 700 3 4 4 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 700 730 700 73% 701 73.• 100 • 700 73.0 820 70.0 • • 820 ,•llQ••130 820 • 70.0 730 70.0 730 700 730 160640-47110- 820 700 730 700 673.0 11/16' Iamloetod/lasulbted GLAZING OPTION DETAILS N K 0 3020 3030 33 38 24 38 4 2 70.0 4 3 70.0 70.0 70.0 70.0 700 73.0 •. 700• 3040 3450 4020 4030 36 39 48 48 48 60 24 38 4 4 70.0 700 700 los silo 82.o • 700 a 730 820 : Arr••73o 620 700 730 700 • 73.0 IVO•` 73.9 4 4 2 4 3 700 70.0 700 70.0 70.0 70.0 700 70.0 700 4040 48 48 4 4 70.0 70.0 4050 48 60 4 4 70.0 70.0 70.0 700 nib • • PI?• 730 700 730 •'_I 7311- _IOD • 710 620 70.06 73.0 820 700 730 820 •11.tf• 730 820 _•44. • • 710 620 70 0 730 4o0 7310 601 • • 46796 900 711 - • •0 • 4P 5020 60 24 5 2 70.0 70.0 10.0 734 •• 820 • •YS0 •73.0 •00. 6 413.0 8030 CO 8040 60 36 48 6 3 70.0 70.0 700 6 4 700 700 70.0 730 • 700 • 73.1 • 151 820 700 •730 820 700 • • 730 6050 8020 6030 60 72 72 co 24 38 5 6 4 2 6 3 70.0 700 70.0 70.0 70.0 70.0 700 70.0 700 73. 234 700, 820 7041,.__73_0 820 700 730 820 • 700 • 730 700 730 4010 • • •1!b 700 •73.0 700 •73.0 0 •••7650 6043 72 48 8 4 70.0 70.0 700 730 700 820 •600••720 700 73.0 600 12 60 6 4 70.0 70.0 700 7351 701 820 • 70.0 730 •• • •••• • • • •6 • ,00•••7,0 mom' ItOVIS613 lioibtlaz MO/ 90e.20 8.m1s.3 /207 aaana" otaI;ioi.Icoaaol • A 8203.0 to Comply / 3010 PSC Lei SON GO SO. • IMM. 1 0010AA MIN O RrrxW boa Reaaim to *MN 6 A 6 of i (iIYY t<4TRIEH. 21V Com.} PH NO. 4301 406-96103 C. RAMM to Campy / S0I4 MC 2E411/14CNOad Of IMAM AtUN DOD 04.00000 AND 204/2 DAM ADA ISIMA SWAM"M MOM Age's*. •V606 L 3100 10.22-0 I.� 4. NDAD/ °"'" A` N. ERAzo '" 07/01/011 A"I'4 bp Series: 3200 Oulswing Impact Casement Window MASS@ DP CHARTS AND WAXING DETAILS FOR 900-00-20" UNITS N. !3.040 MN.* L•"6 C • eN 011/28/14 *.C..I44" w' NIA 200-024104-01 I "'V Awsn I.3200-0601 0001 I""' 6247 f 1.218 /j FRAME IN -POST `/ L-3003 6083-T6 ALUM6NM RAIL 1.425 M1" 4" 2 E�/6tLa r •rtID tux x I 1 0 ^.wJO Mt.....sol I 2 f T1jJj_j' ...; For �•�, 718 -1. i CLUSTER - (MCAD/SILL/SILL CLUSTER .. - ._-..-..._-] z�-Tsfy MR JAem 777 b082, FWLII .... ......._.._.__. :. , .797- _...__.__.•_ i