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EL-14-2361LI - 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226139 Permit Number: EL -10-14-2361 Scheduled Inspection Date: January 08, 2015 Inspector: Devaney, Michael Owner: , B&L REALTY HOLDINGS LLC Job Address: 170 NW 97 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: HIGHGRADE ELECTRIC CONTRACTORS CORP comments Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010250030 Phone: (305)576-8807 tI �I�A4YV ADD IC RATED HIGH HATS (126) GFIS IN 2 BATHROOMS. r -'DAVM INSPecroRcoMnneNrs rake GFIS IN KITCHEN, ADD SMOKE DETECTORS. Inspector Comments Passed 1:z Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 07, 2015 For Inspections please call: (305)762.4949 Page 33 of 34 Miami Shores Village Building Department o 24 ^�� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.�` PERMIT APPLICATION Sub Permit No. S -� ❑ BUILDING ECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING [:]MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: r ® )a @� —1 T+1r-r— -e-- -� . City: Miami Shores County: Miami Dade Zip: 1 �i Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Q_ EX._ Load: OWNER: Name (Fee Simple Titleholder): Construction Type: Flood Zone: AICA, BFE: FFE: _ LA_ �:30�-'�ICi- Address: ` cI CD U r---.3 \ems/ a--:!� A4X � City: C.�rY'% a State: E! 4 Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name:® ^�� i�7� �c-I,i�A� l� L I -eC�� C Phone#• Address: City: State: F Zip: Qualifier Name: ZS1 e- I T0 --N -i k' -Y1 C' Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: State: Zip: Value of Work for this Permit: $ 4 Com Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: G1 I `~�-k�� ( i'�i �� s1. , %Ci rs t' 1(A ,S Specify color of color thru tile: Submittal Fee $ k Permit Fee $ A,404W CCF $ CO/CC $ Scanning Fee $ ""d ® Radon Fee $ ;L. DBPR $ Notary $ 5[� Technology Fee $' Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ -90 (Revised02/24/2014) e ON Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City Zip Zip 41L Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature \VN4 orAGENTA CONTRACTOR The foregoing instrument was acknowledged before me this The f75day ng instrument was acknowledged before me this day of b-P� , 20 by a of 20 by fZ�lc X-a� I Io is per nal kn n to nc ��^ �� I/'��tawho is ersonally kno n to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign identification and who did take an oath. NOTARY PUBLIC: Sign: k" /9-," Print: 12 Com'' 1n a `- Print: LAf#Kj' MY COMMISSION #FF158014 Seal: :^ W 14F RONNI ANN 13 ANIC Seal: `�•_.•. MY COM EXPIRES October 1 2018 �i`�� • MISSION 4FFISW14 i4��eo1s3 c�1r1 F-11PIRES October 1, 2018 Vservice.3900153 Flora dallot SerWce zPasy APPROVED BY ! Z�G% Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 9',�� j ,A' �i i�E:. a i �V!rX �. 1" 1 24 �TMrt, 57t�,.�y,� � f,��,� ^? � A ' 3 (�' 1� >•: n ra'c� � 2 `�. ' f f P '4 +'tF "�'�{.y#' 'fit RyL�L�� .•i+ ai � 4'<` .�y��e. f( ��•yq�'�. $pip' �jg •'�2'O, -•Y'Yjor, -, s tt t.ii 9k f, �0 '� - h i.. f 'T ,�i ',_:"9��'T �''d• �rr. y�3g�y;.. d .. Fryc •'a� ��.� °'$l "•� T h-.'+�'t.`� • 3rd `" tr •u ' - t t>�+ �,r:' �, �i�. i ... _ � • t ''tet" �° i� ...'�t''�Fa. �-. n : _ �� k� ,, y�i3't ,� � c a 'X¢ . t _ ®&12 DISPLAY ' 1.AU t ISSUED: J Local Business Trak Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL -DO NOT PA'? 4202925 BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES HIGHGRADE ELECTRIC RENEWAL SEPTEMBER 30, 2015 CONTRACTORS CORP 4388565 Must be displayed at place of business DOING BUSINESS IN DADE Pursuant to county Code COUNTY Chapter SA - ATE. 9 & 40 OWNER SEC. TYPE OR BUSINESS PAYMENT RECEIVED HIGHGRADE ELECTRIC CONTRS 196 ELECTRICAL BY Teat COLLECTOR CORP CONTRACTOR 82.50 10101/2044 r:Kt NF1 14r1N PAI MA PRF.R Worker(s) 1 99E000388 0243-15-000014 This Local Business Tax Receipt oniy conlim payment of the local 8asiness Talc the flecolpt dS nota Raease, permit ora eortilloation aft s holder's gaallkmions, m do business. Hoblet malat co laph/witb any 90vemmem I cr ooagovopmental regalamrq laws and raphementa wldch apply m the business The fIUM k0. above bo displayed an all commercial vehicles - Miamt-Dade Code Seo k -M MAW For more infornetlon, visit www omidade gamigcollecmr Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any_person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. ,�/� Owner Contractor Print Name: t ® d t (ri(fj, �� 1�' Print Name: ,-adZ -Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed bef day oft qRGNNI ANN BLANK MY COMMISSION #FF158014 EXPIRES October 1, 2018 State of Florida ) County of Miami -Dade) Sworn to and subscribed day of Gc kc> 6P� By /)";I--- [ (SEAL) (SEAL) Type of Identification produced Tvue of Identification -•vry'v/ ANN BLANK -My COMMISSION #FFISM14 SPIRES October 1. 201,8 s a N 4 RAMMS ENGINEERING, INC. Kd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C - For the 175 mph Wind Zone CATEGORY 2 Height Maximum Height Maximum Effective Wind Area or, Tri buta :Area in Square Feet -1.10 -1.05 -1.02 -0.99 ton -'96 10 20 30 40 50 60 1.00 0.95 Q92 0.89 0.88 0.86 151 40A . 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 '40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C Forthe 175 mph Wind Zone • • • • CA'1EGbRY2* Height Maximum Effective Wind Area or, Tri utary Area in,S We Feet-.- eet.Height 10 20 30 40 06G • • 60 -1.10 -1.05 -1.02 -0.99 ton -'96 `fi --- -43.8 -42.0 -40.9 -40.2 - .1 20 -46.4 -44.4 -43.3- -42.5 .49.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 ;-4S.8 2 30 -50.5 -48.4 -47.2 -46.3 : -4b'6 45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 ..;-7.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (M imum Effective Wind Area or, Tri utary Area in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 --46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51-.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3' 1 -64.7 1 -61.9 1 -60.0 . --58.5 -57 60 -71.9 1 -67.0 1 -64.2 1 -62.2 -60.6 JW I Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichev but not less Than 4% of least horizontal dimension or 3 ft: (h. =mean roof h i t . NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLA ROOFS. Florida Building Code Online Page 1 of 3 Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos 0 # tom@lawsonwindows.com �� sas Home Log In i User Registration J Hot Topics Submit Surcharge ? Stats & Facts Publicatlo6�ns FBC Soft SCIS Site Map � Links i Search it QQ� C( 3 any"' ' Product Approval PUu rO�eSSI I USER: Public User Regulation • • • Product Annroval Menu > Product or Aoollotion march > Awfi ation List > Application Detail Thomas J Sotos FL # FL15412-RI • • Application Type Revision 000000 Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified Medley, FL 33166 000000 by the POC and/or the Commission if necessary. • • Comments (305) 696-8660 • • • • Archived 0000•• • • Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com 0000•• • • • •0000• Technical Representative Thomas J Sotos • • • • 0 *000 • • Address/Phone/Email Lawson Industries• 000000 • 0000 • 0000•• 8501 NW 90th Street • Medley, FL 33166 000000 • • • (305) 696-8660 • • • • • • • 0000•• • • tom@lawson-industries.com 000000 •• • • •000 • •• 0000• 9:9•• •••• 0000• Quality Assurance Representative Joe Thiry • • • • • • • • • • • • • • • • Address/Phone/Email 8501 NW 90th St 0000•• • • • Medley, FL 33166 • • • • (305) 696-8660 Ext 282 • • • • • • • • jthiry@lawsonwindows.com • • • • • • • • • • • • 0000•• •• • 0000 • • • Category Windows • • • • Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgtep%2bDhV... 10/21/2014 Florida Building Code Online Date Submitted 10/24/2013 Date Validated 10/24/2013 Date Pending FBC Approval Date Approved 10/25/2013 Summary of Products FL # I Model, Number or Name Description Page 2 of 3 15412.1 I S ng0e Hung Window Flange Frame 17500 Non -Impact Flange Frame Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL15412 R1 C CAC 12-0127-14.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2015 Design Pressure: +70/-100 Installation Instructions Other: FLI5412 R1 II 12-0127-14.odf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15412.2 7600 Non -Impact Fin Frame Single Hung Window 7600 Non -Impact Fin Frame Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL15412 RI C CAC 12-0127-15.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/07/2015 Design Pressure: +70/-100 Installation Instructions Other: FL15412 R1 II 12-0127-15.odf 12/27/2016 • • • • • • 0000 Verified By: Thomas J. Sotos, P.E. 55225 Design Pressure: +80/-80 Created by Independent Third Party: No Evaluation Reports • • • • • • • • FL15412 Ri II 12-0127-1odf" "" Created by Independent Thi d ParbV: • ••••• • • 15412.3 7700 Impact, Flange Frame Single 7700 Impact, Flange Frame §ir;Ig r�ing Wirt!!g •• • 00000 m Contact Us :: 1940 North Monroe Street Tallahassee FL 37399 Phone: 8504874824 The State of Florida Is an AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address N they have one. The emaiLs provided may be used for officWl communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Deparlowmt with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hgre . Product Approval Accepts: on wo 90 E https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV... 10/21/2014 Hung Window • Limits of Use Certification Agency Cert:f! • • Approved for use In HVHZ: Yes FL15412 RI C CAC12-012 7U_df . ' • Approved for use outside HVHZ: Yes Quality Assurance-Contraet•L•kphation Date • • • • Impact Resistaft Yes 12/27/2016 • • • • • • 0000 • i Design Pressure: +80/-80 Installation Instructions • • • Other. Glass lites wider than 36" shall have two setting FL15412 Ri II 12-0127-1odf" "" " blocks per FBC 2411.3.3.1 requirements. Verified By: Thomas J. SotOPD..P.•36225 • Created by Independent ThI Party; No• • • Evaluation Reports • • • • • • • • Created by Independent Thli�d PeW1% ' • • 15412.4 7800 Impact, Fn Frame Single 7800 Impact, Fn Frame Single Window *0:0 Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15412 R1 C CAC 13-0909.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/06/2018 Design Pressure: +60/-60 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15412 RI ii 13-0909.14.odf blocks per FBC 2411.3.3.1 requirements. Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: m Contact Us :: 1940 North Monroe Street Tallahassee FL 37399 Phone: 8504874824 The State of Florida Is an AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address N they have one. The emaiLs provided may be used for officWl communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Deparlowmt with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hgre . Product Approval Accepts: on wo 90 E https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV... 10/21/2014 t,iOZ/iZ/Oi... AliQaZ%daibQOXA9tJ^n=dLxdsu•Ilp ddl6 ad/zd/i� ao•�utPl?9?��'�//�Su £ jo £ aid auTiup apouiPimg tPuoi3 600• 0000 . .. 0000.. .. . 0000.. 0000.. • • . . 6 .. • 0000.. • •...9• ••06 •• •• •6••• 00•0 000000 9 . 00000 •. • 9600 9 • • • •.6••• • •0999• 0.90 .•A••• •• • . 0000 • •• 6•.96• £ jo £ aid auTiup apouiPimg tPuoi3 MIAiNi•MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Strut, Roam 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amidad2agy4mrj9 Lawson Industries, Inc. 11501 NW 90 Strut 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thp Florida Ading • • • Code, including the High Velocity Hurricane Zone. 0000 . • DESCRIPTION: -Series "SH -7700 (Flange Frame)" Aluminum Single HanrW4dvw = fjbW ...... APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Sin j(e 06g Flgngg Frame • • • • Impact Window", sheets 1 through 5 of 5, dated 05127/09 with revision A dated 0' aWJ2, pre fiaMi by • • manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dads Qxmty Prodi" Contlrgl:..' Revision stamp with the Notice of Acceptance number and expiration date by the4fiaau Dad@ `4@Unty .. 0.:. Product Control Section. :00:0:0 0 . . 0 0 000000 MISSILE IMPACT RATING: Large Missile Impact Resistant 699604 LABELING: Each unit shall bear a permanent label with the manufacturer's nams er Ago, citypstate, : " model/series, and following statement: "Miami -Dade County Product Control Approved", unle4 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 # I1-0705.09 and consists of this page d 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. 12-0127.16 MIAM, , Expiration Date: December 27, 2016 �JRHf3lop Approval Date: March 29,2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A, : DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thornes 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 aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s IIETI-09-2530A and HETI49-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 • • • • 2) Cyclic Wind Pressure Loading per FBC, TAa 203-94, • • • • • • 3) Uniform Static Air Pressure Tess, Loading •per VBC T�4S•202-94 •. ..l. .... ...... along with marked -up drawings and installation diagram of y -um smglp hung . • • window, prepared by Hurricane Engineering & Testing, Inc.,•Te d Repots No.'s : • • • •: HETI48-2003 C, HET148-2004 A, HETI-08-2060 A, Y�I-il$ •2�68�, • •; • • • B ET148-2061 A, HETI48-2061 B, HETI-W2062 A, • 48-2=13, • • • • • HETI48-2om, HETI-08-2063B, HETI 9&-20b4A =ft&Tj48-!ft1j4B91 • • • • dated 03/15/08, all signed and sealed by Candido F. Font, P.E. • : ....:. (Submitted ander previous NOA No. 0"825.17) • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-940 : • • • 0 • 2) Uniform Static Air Pressure Test, Loading per FBC TAT202--94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum single hung 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. (Submifed under previous NOA No. 06-0406.48) Manuel P P.E. Product Control finer NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-1 ' Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1.. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11.0624.01, issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 .***we .110 F. STATEMENTS • • • • • • • 1. Statement letter of conformance, complying with FBC-2010,Wd 7anuarj 5, 2012; ...... .• • •' • . . signed and sealed by Thomas J. Sotos, P.E. • • • •.; 2. Statement letter of no financial interest, dated May 28, 2009, tigaed and Eby ..... Thomas J. Sotos, P. E. (Submitted under previous NOA No. -T4'; di;05.09) ; • • • • • • • 3. Laboratory compliance letter for Test Reports No. HETI-0"2530 A andIMT149z• • •; • 2530B, issued by Hurricane Engineering & Testing, Inc., datgd tU/42109I alisigned .... . and sealed by Candido F. Font, P. E.(Submitted under NOA 4V'o. X0700.09)• 4. Laboratory compliance letter for Test Reports No. HETI-08-' DVC, HETI-G8- 2004 A, HET148-2060 A, HETI-08-2060 B, HETI-08-2061.4t ETk*--2061 B, HETI-08-2062 A, HETI-08--2062 B, HETI-08-2063A, HETI- W2063B, HETI- 08-2064A and HETI48-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NDA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) G. OTHERS 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange" Aluminum Single Hung Window -- LM.I., approved on 08/18/11 and expiring on 12/27/16. Man I Pmxaaer, E Product Control NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-2 INSTALLATION < NONE PER <C) MAKE JAN FALSE COLONIAL ND ARE V/ %S OPTIONAL. 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LIRE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) �—yaJas N --t- VNUNTSINS 1W AND TARE WFALSE _5eJeS•� WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. WINDOW BUCK WIDTH UN --EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION (IBM= TO LOADS ON SHEEP 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF B) General Notes: SERIES -7700 SINGLE HUNG IMPACT WINDOW -- FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALL VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT 13 IMPACT RESD39ANT. w A. ND NOW (SHUTTERS NOT REQUIRED) a F 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 90 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS, ANCHOR$ ON ALL WINDOW SIZES ARE NOT TO EXCEED THEE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED 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.) WINDOWS ARE QUALDTED FOR USE WITH SINGLE GLAIR LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSUTATED GLASS TYPES TABUTATED HERRIN (SEE SHEET a3). 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND CLUB TYPES. 8.) FOR OPTIONAL FRAME DWALLATION DETAILS SEE SHEET 3. • • • • • • • S.) EXT. & ENT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED V/ SILICONE • • 10.) WOOD BUCK$ IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • • i (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 82 FOR DETAIL & NOTES) • • • • • WOOD BUCK$ TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, SECTION 11.5.8.3. '11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIA -DAMS COUNTY APPROVEQ WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPT BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WELL AVID TO THE 13.) SEE SHE ENTIRE FOE ®MULLION METAL ATTACHMENT DETAILS & OPTIONS. • 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. 8 19 WINDOW FLANGE raw WIDTH III.4. N0r_ A L.O. =;48 IT/ tt 0 RD &INT. ALAE vu�rv[1LL •�• . l\l./1 NOFIxN TMPpbLIAED`V' B8T88• #AILAB.E AS IPTI&MV • • • •• VWOQV BUCK WIDTH • • • • 4EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 8) ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • al zl O ml O 1/4' TAPCON W/ 1 1/4•— MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACIN ALL WOOD BUCKS ENGINEERED SEPARATELY — & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.7 WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS e. 4• M�, •.e :•• .a A w lk}1ENI, �e . a 4•• INTERIOR 18 EXT. GRADE CAULK � •'db a d'e •..g. Y .' d: 814 SA4S. W/ 1 1/4• .IN. EMSEMCNT INTO VDDR CSEE ELEVATION AT SHEET 11 FOR MAX. FASTENER SPACINO) SILICON ADHESIVE BrODDCI l a INTERIOR EXTERIOR 014 SMS. V/ 1 1/4• KIN. EMBEDNENT INTO WOOL (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) EXT. GRADE CAULK — •• ••• • • • • • •• "tall • • ••• • • •iYP •i ••• i o ••• • I••• • -••• • ••• '•moi • • • • • • All 80� 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ IMI EXT. O • • • • • • • • • • • • •• • • • • • •• _ BY WINDOW INSTALLER (TYP.) • • • • AIOD IWK� 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 090 • 0 GLASS ,7i_y PT. WOOD RUCKS •'•°• e' • V4 TAPCON V/ 1 1/4• eq dI 18 • t ICU4 EMBEDMENT INTO CON:. (SEE ELEVATION ATSHEET CI < d &, FOR MAX. FASTENER SPACING) << d 4• s � v �L�z�jJ. 1 1/4• MIN. poi {p� x N� • OD 5 1L '��. 8 e ••>, ] 1/8' MIN. e ;•a ! EDGE DISTANCE ,k A �qy PFR�I TER CAULKING A U Z RS FRAME VIDTH a x g IINDOW INSTALeTION NOTES m 80� 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ IMI EXT. O GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE _ BY WINDOW INSTALLER (TYP.) Ar W bfGpp moi" b 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK p �y BY OTHERS CTYP.) t 1 ped • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR b MASONRY 18 LESS THAN 1/87. SHIMS ARE NOT REQUIRED. PP�aa ANCHORS NOTE ~ ' ANCHORS TO BE #IP SMS OR WD. SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO COW, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR OUANTITIES REQUIRED) PRODUCT RBVISM �•:� BUdft CPOwilhtheFlmlds ,�<$ 0 LAMINATED CLASS COMPOSITION - TYPE 9 ftwt GJBS Dsmmmnm 08T'Al6 LARINAYB DBSC80RIDN 1 VW ANrEALED GLASS SENTRYW.AS PLUS SW PLASTIC WTERLA7ER gp .amp 3 lvr ANRALED GLASS 6N4' ZLBIt 61A86 A"=TAU MIMIIU48 DEBDBARJ<OI 1 118' ANNEALED GLASS IMAL7TE PVS 8 0897 PLASTIC INTERLAYER Ilp .per. 3 1/8- MNGG.EO GLASS D! LAMINATED CYAW C034POSMOR TYPE 5 - ITSII GLMiB D88C81HiCN m(fAU. IAMGV.lTB OBRCBI 1 lA7 HEAL-STRE/6AITENED GLASS -BOTACITE PVB e 0090• PLASTIC WTERLATER - t - BN -m pmr 3 VB- HEAT-STRENOMNED GLASS OD10' 11 '6U.iCGRE OPTIWf-. DOV B99 sewR:E-MDREHEAD r a TRcacR sPECTwN e osD7 GLAEDIG DEPTH a 4 it GLASS COMPOSITION TYPE a SLICW& OPTwNS% GLASS oxgcgnnm - DOW CDRNGG 899 1 VB- NEAT-STRENGKITNED SCHM-Team NSPEC RAD SHIN 8 8b731 Aa- 'jT" DM GLAZING DEPTH 3 TTW( GLASS DISCHIPGON DXTAD. 4 I V8- ANNEALED GLASS8 VB• AWMALED GLASS mt VB- AW MXD GLAYS 089D- PLASTIC INTEIN.ATER 3 118' ANIIEALED MASS DAPo• LAMINATED CLASS COMPOSITION - TYPE 9 ftwt GJBS Dsmmmnm 08T'Al6 LARINAYB DBSC80RIDN 1 VW ANrEALED GLASS SENTRYW.AS PLUS SW PLASTIC WTERLA7ER gp .amp 3 lvr ANRALED GLASS 6N4' ZLBIt 61A86 A"=TAU MIMIIU48 DEBDBARJ<OI 1 118' ANNEALED GLASS IMAL7TE PVS 8 0897 PLASTIC INTERLAYER Ilp .per. 3 1/8- MNGG.EO GLASS D! LAMINATED CYAW C034POSMOR TYPE 5 - ITSII GLMiB D88C81HiCN m(fAU. IAMGV.lTB OBRCBI 1 lA7 HEAL-STRE/6AITENED GLASS -BOTACITE PVB e 0090• PLASTIC WTERLATER - t - BN -m pmr 3 VB- HEAT-STRENOMNED GLASS OD10' 11 '6U.iCGRE OPTIWf-. DOV B99 sewR:E-MDREHEAD r a TRcacR sPECTwN e osD7 GLAEDIG DEPTH GLAZING DETAILS AND OPTIONS 014 SMS W/ 1 1/4-- M19 £-SEGMENT INTO WOOD. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACINI MTERWR FINISH IGT BY LAVSGN mDVSTRICS. VAN j& INTERIOR ALUMNUN MULLIGM SEE MILLION APPROVALS FOR MILLION TYPE. SIZE AND YAX. DESIGN PRESSURE UZTIONS. (ALUM. 0.078- M01, THICK) NOTE THE LOWER PRESSURES OF SINGLE HUNG W09M OR MULL SHALL GOVERN ]INTERIOR 26 s s 5 21 BY 5 mm 10131 LACK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL IINDows. E. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. S. TWO (2) LOCXS ARE REQUIRED PER EACH VENT. -B 12 X 3/4• U.S. INNIATO LAMINATED GLASS COMPOSITION TYPE a 1781( GLASS oxgcgnnm - fAltlt(1178 D 1 VB- NEAT-STRENGKITNED - 1 SHIN 8 Dow PLASTIC 0TERLATE Aa- 'jT" MITACITE NWS3 3 WNEAT-STREMONTERED 9twi 4 8T-DUPNIT- 4 114• INSULATED AIR SPACE S VB• AWMALED GLASS S VB- AW MXD GLAYS GLAZING DETAILS AND OPTIONS 014 SMS W/ 1 1/4-- M19 £-SEGMENT INTO WOOD. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACINI MTERWR FINISH IGT BY LAVSGN mDVSTRICS. VAN j& INTERIOR ALUMNUN MULLIGM SEE MILLION APPROVALS FOR MILLION TYPE. SIZE AND YAX. DESIGN PRESSURE UZTIONS. (ALUM. 0.078- M01, THICK) NOTE THE LOWER PRESSURES OF SINGLE HUNG W09M OR MULL SHALL GOVERN ]INTERIOR 26 s s 5 21 BY 5 mm 10131 LACK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL IINDows. E. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. S. TWO (2) LOCXS ARE REQUIRED PER EACH VENT. -B 12 X 3/4• U.S. LAImm GLASS CD 7 ITEM MASS OBBCRIPfMN Mme• IAIGIRM IOIt NOTE; THE L01YER PRESSURES OF SINGLE I NB- ANNEALED GLASS - 1 SHIN D 0057 PLASTICINTERLAYER Aa- 'jT" SATLEX PVB Br -8mAm- 3 LOW ANNEALED GLASS 4 V4• VICALATED AIR SPACE -It1F S VB• AWMALED GLASS 48W GLAZING DETAILS AND OPTIONS 014 SMS W/ 1 1/4-- M19 £-SEGMENT INTO WOOD. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACINI MTERWR FINISH IGT BY LAVSGN mDVSTRICS. VAN j& INTERIOR ALUMNUN MULLIGM SEE MILLION APPROVALS FOR MILLION TYPE. SIZE AND YAX. DESIGN PRESSURE UZTIONS. (ALUM. 0.078- M01, THICK) NOTE THE LOWER PRESSURES OF SINGLE HUNG W09M OR MULL SHALL GOVERN ]INTERIOR 26 s s 5 21 BY 5 mm 10131 LACK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL IINDows. E. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. S. TWO (2) LOCXS ARE REQUIRED PER EACH VENT. -B 12 X 3/4• U.S. MULLION APPROVALS FOR FLAT HEAD. PHILLIPS. LION 1YPE.SIZEANDMAX.(SEE ELEVATION AND1 PRESSU�DP TABLES FOR QUANTITY IOIt NOTE; THE L01YER PRESSURES OF SINGLE AND FASTENER SPACING) 2SEE MAX. HUNG WINDOW OR MULL SK61L GOVERN SHIN �1.1. pp 12 1 L. BEE ELEV. FOR SPACING EXTERIOR /j EXTERIOR GRADE PERIMETER 64I.A.K • • • • • • • • FRA* 11=IQ :Ml; i • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• ••• • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • •• •• • • • •• •• NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 18 GA IAN. TH= - 0.048' WINDOW FRAME 8) ALUMINUM : 8083 -TD MIN. SFAfm1T EXTERIOR © (ALUM. 0.078- MIN. THICK) 1 METAL ATTACHMENT I PRODUCTIltom 1 a complying wfth4fis LRodh austiftowe C°�'•10Bp D Ib a, +t co I a 0 0000kin Q2 rd FM 6004 0.9060 • • •, � �. 3 qk � m W m 6� p)O1 p1 �g OOf pf �� - ammm mmmm mmm< �o0oOo0000�p � 00000000000 0 + w ��u�rry��rn cw to r M I A W O a o vec A W / ®/ MEDLEY, FLORIDA 33166 x S Fax St, x 1 PH No. (303) 696-8660 MANUFACTURBR of QUALITY ALumzNUN wrNDo9N ANa CLASS DOORS 'os -ami oe SERIES -7700 SINGLE HUNgFFLAN FRAME IMPACT WINDOiP DESIGN PRESSURE CHART'S. & CONFIGURATION OPTIONS .ra I»oa e+ RsoWn l Rhee, L?700-0901 IsA" 4 of 6 a I • 1I ,p t� �.t •�l• •• 'OD N'V tp y ,p fs a ••6:•• 1`•• N '(myt tl101 N cot V (AN 01 m O1 N tft 4` 0000• �`� �`�;• 9• • • � �"9 • •• VVVVVV • 0000•• ••• • 0000•• .� • i '4 0 s EEpp pppp ��pp p1 �p tp 00000000000e�00000aooe ti O O O O O O O O O O O O O O O 0 0 0 0 1 �i O O 00 0000 OI O G O O 0 0 0 0 O I fitltl�yy 6666 �,i�s®0q 8��p Cp Ep Cp CD �p ��u�rry��rn cw to r M I A W O a o vec A W / ®/ MEDLEY, FLORIDA 33166 x S Fax St, x 1 PH No. (303) 696-8660 MANUFACTURBR of QUALITY ALumzNUN wrNDo9N ANa CLASS DOORS 'os -ami oe SERIES -7700 SINGLE HUNgFFLAN FRAME IMPACT WINDOiP DESIGN PRESSURE CHART'S. & CONFIGURATION OPTIONS .ra I»oa e+ RsoWn l Rhee, L?700-0901 IsA" 4 of 6 a I FRAME HEAD L-7701 0 soo aae 844 E.681 < eosa-sa eu�wu ) FRAME SILL �L-7702 1'L) (am -'m 'MAN) ff-I` FIXED MEETING RAIL L-7704 FRAME JAMB L-77C� lJ VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL O O6( am_" nwmvur) © m (mss -•re Awwm 1 L-7707 otla-le.wwwu) L373 am— RA Ase � Asa 1.163 VENT SPRING LATCH GLAZING BUDL-7708GLAZING BEAD GLAZING BEAD L-7$99 L-7711 L-4204 U6 © 16 17 96e l 8080-80 AIAI101Attl) t m91 -vs Awat+ux) t mm -T6 ewx�am T � 9 La -L I 1913 39I ,69B .166 C 8091-73 AUJWWK 1 OIL_ w L Q) �V�E BOTTOM YENT TOP CORNER • • . • • • • • •• • • • • ••• • VENT SOTTilAdCORSER ... • • i i ERAIIdS 8e�3A5iI CORNER•DE7l1IL3 •• •• ••• • BILL OF MATERIALS • • ITEM # PART # REQD- DESCRIPTION REMARKS I L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7603 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063 -TG ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) PAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMIN 14 8 L-7708 AS REQ'D GLAZING BEAD (3/8' ) 6063-T5 ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREVS 48 X 3/4' PJL PHILLIPS t0 FS -040 AS REOD. INSTALLATION SCREVS #14 X 1 1/4' F.H./PHIL. It L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PVS-003 AS REQ D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PVS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187•x.350' 14 PVS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187-Y.310- 15 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D, GLAZING BEAD - RADIUS 6063-T5 ALUMINUM I8 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 Bl.00K 8 TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REUYD. GLAZING SILICONE SEE GLAZING 0 SHT. 3 24 x 2 Laminated Glas6 SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SVEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME 8 MESH 29 L-7730 I PRODUCT LABEL 30 x I x x x 31 SM -5504 AS REQ'D. JOINT SEALANT SM -5504 32 1 JAS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL • • . • • • • • •• • • • • ••• • VENT SOTTilAdCORSER ... • • i i ERAIIdS 8e�3A5iI CORNER•DE7l1IL3 •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I sd 7 U Florida Building Code Online w� s _ Page 1 of 3 8 ^ l 2211121'_ 17y, Thomas Sotos W pb�daDepgMcf aCIs Home f Log In iN user Regist ation I Hot Topics l Submit Surcharge 1 Stats & Fads ; publications F9C Staff BCIS Site Map 1 Unks 1 Search Busin[eCs TAS 202 1994 i Product Approval Thomas I Sotos Professi USER: Public user Lawson Industries Regulation 8501 NW 90th Street 000000 Product Aoorovai Menu > SffiI! or Aoolication Search > Awlication Ust > Application Detail 000000 FL # FL15428-R1 0000 Application Type Revision • • Code Version 2010 0 000 Application Status Approved 00.00• Quality Assurance Representative *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified • • 00 00 Address/Phone/Email by the POC and/or the Commission if necessary. • • Comments Medley, FL 33166 0 0.0 Archived (305) 696-8660 Ext 282 Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos TAS 201 1994 tom@lawsonwindows.com 1994 TAS 202 1994 0000 Technical Representative Thomas I Sotos • • • • Address/Phone/Email Lawson Industries •• 8501 NW 90th Street 000000 • •• Medley, FL 33166 000000 (305) 696-8660 0000 • tom@lawson-industries.com • • 0000•• 0 000 00.00• Quality Assurance Representative Joe Thiry • • 00 00 Address/Phone/Email 8501 NW 90th St • • Medley, FL 33166 0 0.0 0000 (305) 696-8660 Ext 282 • 0 jthiry@lawsonwindows.com • • • • • Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Usting Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr�_app__4tl.aspx?param=wGEVXQwtDgtep%2bDhV... • 0000•• • 0000 • 0000 0000•• 0000•• • •• 0000• 0000 0000• • 0000 0000•• • • • 0000•• 0000•• 0000•• 0000 • • • 10/21/2014 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/24/2013 10/25/2013 10/25/2013 Page 2 of 3 FL * Model, Number or Name Description 15428.1 8500 Non -Impact Flange Frame 8500 Non -Impact Flange Frame Horizontal Rolling Window - Horizontal Rolling Window XO, OX, XOX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 R1 C CAC 12-0127-19.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 Design Pressure: +73.3/-100 Installation Instructions Other: FLIS428 R1 II 12-0127-19.odf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.2 8600 Non -Impact Fn Frame 8600 Non -Impact Fin Frame Horizontal Rolling Window - XO, Horizontal Rolling Window OX, XOX Configurations Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL15428 RI C CAC 12-0127-18.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/23/2016 Design Pressure: +73.3/-100 Installation Instructions Other: FLIS428 R1 II 12-0127-18.Ddf Verifled By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: i • • • i • 15428.3 8700 Impact Flange Frame 8700 Impact Flange Frame Hotitont; Rolling VtlM@&&- X0, Horizontal Rolling Window OX, XOX equal lite, XOX un-%WWjtfbConfigur84W Limits of Use Certification Agency Cert11111e0d9 0 • Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes l-15428 R1 C GAC 12-0122213.edf • Quality Assurance Con ra� F.� IrM3on D&te• • Impact Resistant: Yes 04/11/2017 Design Pressure: +80/-80 Installation Instructions • • • • • • • • • Other: FL15428 R1 II 12-012 ' ' 0 Verified By: Thomas J. Sotos, P. 55225 Created by Independent Thiecr* No ' Evaluation Reports • • :0 • Created by IndependentThijd Party: ;00' 15428.4 8800 Impact Fin Frame Horizontal 8800 Impact Fn Frame Horizontal Rolling Windo•v - XO, OX Rolling Window - XO, OX Configurations 0000 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 RI C CAC 13-0724.09.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/09/2018 Design Pressure: +60/-60 Installation Instructions Other: FLIS428 R1 II 13-0724.09.odf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: m Contact Us :: 1440 North Monroe Street. Tallahassee FL 32_M Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Stabement :: AcmwJbility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publtc-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DeperUnent with an email address H they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here_ Product Approval Accepts: W FM OR E 0000• • • • 0000• • 0000• • 0000 0000 0000• • • • 0000• 0000• • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV... 10/21/2014 Florida Building Code Online � R e Page 3 of 3 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV... 10/21/2014 •••••• •••• •••••• • •••• • •• ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV... 10/21/2014 IrllAE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheet, Room 208 AFFAIRS (PERA) Miaral, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIv1sION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www.minmldode.mbarat 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 PERA - 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.) ro serve 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. � •. � • • • •; • DESCRIPTION: Series "HS -8700 (Flange Frame)" Aluminum Horizontal Slidfn.RiVindow L.M.I. • ... . .... ...... APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horiz yelling Flange • • Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 04402, prfpgred by • manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Daae Om;i y Product Contrdl• ; Revision stamp with the Notice of Acceptance number and expiration date by the ItgrPlMDade C4ui ry Product Control Section. • • ' • "" MISSILE IMPACT RATING: La and Small Missile Impact Resistant ' • • � Pa . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's nam4 or jego, citye, state, :....: model/series, and following statement: "Miami -Dade County Product Control ApprNed', unless dtii'erwise 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 Qndorsement 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 situ at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 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. 12-0127.09 t2 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 jJq jl2 Page 1 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3,1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HLW910-• • 6 • • • 30509 HETI-i0-3051, HETI-10-3052B, HETI-10-3053, Hk,T1-*%O4§(,.)WTI-10- • 3057, HETI-10-3130, HETI-10 3131, HETI-10-3223, HETI,a"24, UT -10- 3225, ... • : • 3225, HETI-10-3226 and HETI-10-3251, dated 11/09/10, 0gA231-1.1 and 04E25/11, ; • • • signed and sealed by Candido F. Font, P.E. and Rafael E. DAVi-Seda, 70 - ' (Submitted under previous NOA No. 11-0705.10) ...... • .... ..;..' 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. • ..:. ...... 2) Uniform Static Air Pressure Test, Loadingpe ;FBC TAS 2202-94 •; 3) Water Resistance Test, per FBC, TAS 202194 . :...:. 4) Large Missile Impact Test per FBC, TAS 101-94 • . ; • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94..;. 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 08-2033, HETI48-•2034, HETI - 08 - 2035, HETI -- 08 - 2036, HETI - 08 - 20370 HETI - 08 - 20389 HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) Manue •Per Product Control Em r NOA No. 12-0 .08 < Egpiratlon Date: April 11, 2017 Approval Date: March 29, 2012 E-1 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNUED) 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and F1)[r-3364, dated 12/06/01,12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. ©2-02.05) C. CALCULATIONS: 1. Anchor verification calculations and-structuralanalysis, complying with FBC-2010, prepared by manufacturer, dated 05/28109, revised on 07/10 and updated orn0��25/12�� • • • signed and sealed by Thomas J. Sotos, P. E. '..' ; .... .' 2. Glazing complies with ASTM El 300-04 ' ...... .... ...... D. QUALITY ASSURANCE "" • 1. Miami -Dade Department of Permitting, Environment, and Re •io Aff` • N • • . E • : • . . .. .. .... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNdnoud.&Co., InV •' for their "DuPont Bntacite®PVB Interlayer" dated 09/0$/1piring bn 12/11/1 E; • • • • 2. Notice of Acceptance No. 11-0325.05 issued. to Solutia, Inc. for their "SDAand Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.B. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring.on 04/11/12. DA" Manna Pe Product Control En NOA No. 12-01=08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 ) Nbow At- 14-. I NOTE: _QX 1 REM TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A. Al, B. & B1" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS -C. D, & E" REFER TO SHEET 44 4) REFER TO SHEET 6 OF 10 FOR DEMON LOAD CHANTS AND NOTES. R�'Ill�tllll ullft,� _5 III 9�5. i •a-�•, ir- ,,:: ••• • • • ••• • • of 0 General Notes: W ) NDaw 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH REQUIREMENTS C1 HURRICANE NE HASI�-02. THIS PRODUCT IVELOCITY 1MPAC�RSNOT�ED ` 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 80 THAT THE BUILDING THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS i! RESISTS OF 2010 F.B.C. & TO BE REVIEWED BY BUDDING OFFICIAL. LSs4 � r 1 , 3) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON SPACINGS ALL WINDOW SIZES ARE NOT TO EXCEED TIDE MAXIMUM ON CENTER i p z (D.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ; •l ENGINEERED ON A LITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE !AMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 08. 7, or 8). AND FOR USE WITH DOUBLE GLAZE p�p i C9 Z LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEEN O8, 7 or 8). a 8.) WINDOWS WITH GLASS TYPES °A. C. OR G" INSTALLED ABOVE 301T. Q IN THE HVHZ; THE LO. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS w a 8.) SEE SHEET B FOR GLASS TYPES. "XO N p •• 8.) SEE SHEET 8 FOR DESIGN PRESSURES ON or OIC WINDOWS. • • ••• Ea 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XO)" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX` WINDOWS. e N p 22.) FOR OPTIONAL FRAME DWALLATION DETAILS SEE SHEETS 3, 4, or 8. `x 13.) EXT. & DST. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE PesR0annlp>lcylngvd& S XOX - Un -Equal Lite (1/4-1/2-1/41 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MOST BE PRESSURE TREATED AND ANCHORED e co (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS 8w Rudde {t NOTES: RIFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. `A, & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 F'BC CHAPTER • • • • • • • 24 SECTION 11.3.3.3. FOR VERTICALCROSS-$ECT10N DE'PAIL.B A1. B. & DI" REFER TO SHEET ®3 "D, • • • • 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. • •••4) 18.) SEE SHEET $ 8 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. FOR HOR=WrAL CROSS-SECTION DETAIS & E" REFER TO SHEET 06 4) REFER TO SHEET 7 OP IO FOR DESIGN !AAD CHARTS AND NOTES. • • • • • • • 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED •• ............. WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWERGNPSYSTIMURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW g •• TIR� M. • • • • •• APPROVED ELEVATIONS • 18.) ALL METAVSITEEL IN CONTACT WffH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FIARIDA BLDG. CODE. ` • • • i$ ••• • • • ••• • • of 0 • •• • • • • ••• • PesR0annlp>lcylngvd& XOX - Un -Equal Lite (1/4-1/2-1/41 8w Rudde {t NOTES: RIFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. `A, • • • • • • • DeLB i73 �Jlw= FOR VERTICALCROSS-$ECT10N DE'PAIL.B A1. B. & DI" REFER TO SHEET ®3 "D, • • • • • • •••4) FOR HOR=WrAL CROSS-SECTION DETAIS & E" REFER TO SHEET 06 4) REFER TO SHEET 7 OP IO FOR DESIGN !AAD CHARTS AND NOTES. • • • • • • • •• ............. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW • •• • • • • • •• APPROVED ELEVATIONS • • • • • • ••• • • • ••• • • of 0 ST UNDP SUE: 111" X B3" PPALLATION FASTENERS 10 AT FRAME HEAD (14 AT FRAME HEAD 1F DP ABOVE TQC 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) 0 AT EA. FRAME JAMB •SEB GENERAL NOTE 83 & @4. TEST UNIT SIZE: 74" X 03- INSTAUATION FASTENERS - (4) S AT FRAME HEAD (S AT FRAME HCAD IF DP ABOVE 70.0 (B) S AT EA. FRAME SILL (B AT FRAME WM IF BP ABOVE 70.0) {C) S AT EA. FRAME JAMB gyC1ypp�J�,,•SEB GENERAL NOTE 03 & 04. AI I T ANgCHOR pNOTEpS�, I �,EX • INT. F�§` ✓; TVO AD ID lUT NN. A40PACMA QU1REBILL, �_1_• MVI/N AS OPAL. AT MEETWG RATLS F(• UNITS VITH pyp OP ABOVE .7aPSF / - 9TWS C4 T�Al Np0TEg� �l OX" V9IND0{9 E9UAL. LTE 0'VERTICAL CROSS-SECTIUN DETAD.S -A, Al, B, SBI' AT $MEET 13 TEST UNDP SIZE: 111' X 63" B. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, b E.AT SHEET $5 INSTALLATION FASTENERS * I - 111' OVERALL FRAME VIDTH (A) 10 AT FRAME HEAD (14 AT FRAME HEAD 1F DP ABOVE 70.0 (B) 10 AT EA. FRAME BILL (C)(1 AT FRAME JAAT FRAME BILL MB DP ABOVE 70.0) *BEE GENERAL NOTE 03 & /4..1- 4• o4. • • ••• • = XJ%S�33 B. TVD ADDITIONAL ANCNORS REOUIRED_� AT MEETING RAGS FOR UNITS VCTH D !'• Q E w CD s, ;1 13 1/4• at D;�� C 1/4' at • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• GC. ISG ae. ANCHOR MOTES, SMM L SAME ASR SPACING AT HEAD S SD.L • pppL1�D/V* D.ICDNR AND l�j ABLE • 000 B. MEETDI�ILSIONAL AlC;ffDQ.4 RCTMWED AT • pPTI�tAL. • • • • • • • ABOVE ♦7•+SF / - 7�, C4 TOTAL) --XOX" WINDOW — UN— • • • • • • • • NOTESI • • • • • • • I, SEE VCRTIC/N_ CROSS-SECTION DETAILS •A, At S Bill AT SHEET q • • • • D. SEE HORIE@ITAL CROSS-SECTION DETAILS 'C, (f, b C' AT SHEET 43 ••• • • • • ••• • • B. TVD ADDITIONAL ANCNORS REOUIRED_� AT MEETING RAGS FOR UNITS VCTH D !'• Q UI w CD s, ;1 13 1/4• at z yo9 �Qy Z ��r � C 1/4' at • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 74' OVERALL FRAME 73' INTERIOR FRAME 3- 4 ANCHOR NOTES, C I L. Ih i a E 1 B. TVD ADDITIONAL ANCNORS REOUIRED_� AT MEETING RAGS FOR UNITS VCTH D !'• Q UI w CD s, ;1 13 1/4• at z yo9 �Qy Z ��r ANCHOR NOTES, C Y 1 B. TVD ADDITIONAL ANCNORS REOUIRED_� AT MEETING RAGS FOR UNITS VCTH m AS UI w CD DP ABOVE a/- 7DPSF C4 TOTAL) 13 1/4• at z yo9 �Qy Z ��r � C 1/4' at XO" 401xp =,), LIT_F. O boy 13 3/4• 0 ( HEVER3ED ) o � 1. SEE -SM I• SEE VERTICAL CROSS -SE DETAILSHE -A, AL B. b BI' AT SET 03 B. SEE HORIZONTAL CROSS-SECMTIONTlONDETAILS 'C, D. 6 E' AT SHEET 44 ANCHOR NOTES, 6 �p�SE ERyIxDTJ'fiNS�.ARE B. TVD ADDITIONAL ANCNORS REOUIRED_� AT MEETING RAGS FOR UNITS VCTH UI k, CD DP ABOVE a/- 7DPSF C4 TOTAL) XO" 401xp =,), LIT_F. �t " x ( HEVER3ED ) 1. SEE -SM I• SEE VERTICAL CROSS -SE DETAILSHE -A, AL B. b BI' AT SET 03 B. SEE HORIZONTAL CROSS-SECMTIONTlONDETAILS 'C, D. 6 E' AT SHEET 44 SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L I PRODUCT Ruvmo owkibsc� m0� FIarIBR2;m 7 1/4' TAPCON W/ 1 1/4' • MIN. EMBEDMENT INTO CONC' _ � (SEE ELEVATION AT SHEET H2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) I I/B' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON EDGE DISTANCE ; v INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM tail( ••b V 4 o ;.0 �;p.� 1 1 4' MIN. •° rb ;j a• 4: ° A. AEMSEDMENi. ° a 4.. .4 � ° 4: o co I • (• :h O i'tt K' .OR GRADE—/12 lI4• MAC. SHIM SPACE :TER CAULKINGF4 (TYP.) O rrr EXTERIOR GRADE k"y ORAS PERIMETER CAULKING •CAULK �! ' A ••b• a :4 114.MAX SHIM•SPACE A d o 4. 1 t/4' MIN. o <TYP) EMBEDMENT a ... pO.'4 d. b4 a' 'o b 4 • • STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NUT BY LOWUN INDUSTRIES, INC. 2X #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) EXT. GRADE 'A WSON NOT BDtETER� ��iIGT `II'! LSHIM SPACE CAULKING INDUSTRIES•, tTYSP TD HE APPLIED BY OTHERS (TYP.) EXTERIORILA i INTERIOR Al ALTERNATE DETAIL 3 H�DFiRA�IN�A��TION D��L WINDOW INST DATION NOTffit: 20 L THE GRADER CAAULKFRAME THROUGHOUTETO THE EENNTIRE PERIMETER OFBACK-BEDDED W/ AN EXT. LANGE SILL RISER ^ 13PTMNAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE M THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS (IN BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS H4, NS, & •6. BY OTHERS (TYP.) • WHEN THE OAP SMEEN THE 1HNDOW FUME AND THE BUCK OR MASONRY I9 LESS THAN 1/9", SWM9 ARE NOT REQUIRED. ANCHORS NOTE: vri?'„:i:i::�v ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR ssRisi4«ii ^::::^ $i 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CMC., PITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR I/4• MAX.. CONM (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ;-N - • jDm9i b(TYPJ PRODUCCRBVffim I/4 MIN.MHE MENT 44,6 0414 49 • 0 • *••• • •• IAL SILL IN341•ALLATION DLTAIL AT "XO or OX" ••• • CLEAR SILICONE ADHESIVE _ � �z BEDDING COMPOUND 34 _ = EXTERIOR INTERIOR w • • • a ¢ ♦ LAMINATED GLASS J= N 33 ao 14 rrr EXTERIOR GRADE k"y ORAS PERIMETER CAULKING •CAULK �! ' A ••b• a :4 114.MAX SHIM•SPACE A d o 4. 1 t/4' MIN. o <TYP) EMBEDMENT a ... pO.'4 d. b4 a' 'o b 4 • • STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NUT BY LOWUN INDUSTRIES, INC. 2X #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) EXT. GRADE 'A WSON NOT BDtETER� ��iIGT `II'! LSHIM SPACE CAULKING INDUSTRIES•, tTYSP TD HE APPLIED BY OTHERS (TYP.) EXTERIORILA i INTERIOR Al ALTERNATE DETAIL 3 H�DFiRA�IN�A��TION D��L WINDOW INST DATION NOTffit: 20 L THE GRADER CAAULKFRAME THROUGHOUTETO THE EENNTIRE PERIMETER OFBACK-BEDDED W/ AN EXT. LANGE SILL RISER ^ 13PTMNAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE M THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS (IN BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS H4, NS, & •6. BY OTHERS (TYP.) • WHEN THE OAP SMEEN THE 1HNDOW FUME AND THE BUCK OR MASONRY I9 LESS THAN 1/9", SWM9 ARE NOT REQUIRED. ANCHORS NOTE: vri?'„:i:i::�v ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR ssRisi4«ii ^::::^ $i 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CMC., PITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR I/4• MAX.. CONM (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ;-N - • jDm9i b(TYPJ PRODUCCRBVffim I/4 MIN.MHE MENT 44,6 0414 49 • 0 • *••• • •• IAL SILL IN341•ALLATION DLTAIL AT "XO or OX" ••• • �z • • • • • • o y a a x� o co I �Kr m� �z 4 � G o y a a x� o co I RX BY 114 S.M.S. W/ 1 1/4• ,IN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. CEXTERIOR FINISH BY OTHERS) NOT RY LAWSON INDUSTRIES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 4 TO BE REVIEWED BY BLDG. OFFICIAL CTYPJ R. WOOD BUCK AND FRAMING CNOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 0 ® m a LOCA, (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM .AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST ARID NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. B. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. EXT. GRADE PERIMETER CAULKING NOT BY LAWSON IMDUSTRIES', TO BE APPLIED BY OTHERS CTYPJ TED GLASS -SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR O 73' MAX. —WINDOW FRAME BUCK WIDTH - 74' MAX. —WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOIY INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TD BE BACK -BEDDED W/ AN EXT. GRADE CAULK THRMIGHOUT THE ENTIRE PERIMETER IIF FLANGE BY WINDOW INSTALLER CTYPJ P_ THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • Igm40T11b GAP BBTWEW W DO lfAME AND THE BUCK OR jWONRY L47LF TfiAEMI/ , A�6 NOT REQUIRED. fMCH014_ •_ _{F • • • • • HDft4iU Be& SELS OR Wa SCREWS INTO WORD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH'A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFERTO LOA•TABLES fI QUbW4ITIES REQUIRED) •0 •• • ••• s • • • • •• • • • • • ••• • • ad8a • • • • • • • • • • 1/4• MA% t•.ia �• d. SHIM CTYPJ i 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. Immm®m cc�� ad8a O C z PT. WOOD BUCKS 1/4• MA% t•.ia �• d. SHIM CTYPJ i 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET M2 FOR MAX. FASTENER SPACING) _ d 1/4' MIN EMBEDMENT e ' a ESE AISTANNCEco Immm®m cc�� ad8a O z j Immm®m EXT. GRADE CAULK — # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 62 FOR MAX FASTENER SPACING) OD -CLEAR SILICONE ADHESIVE 0 BEDDING COMPOUND WINDOW INSTALLATION N= L THE WIND13V FRAME FLANGE TO BE BACK -BEDDED W1 AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE: PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED VI AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) - WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE DUCK OR MASONRY 13 UM THAN 1/8-. SMS ARE NOT REQMRED. ANCHORS NOTE ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/41 TAPCUNS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 01 LAMINATED CLASS R EXTERIOR —WINDOW FRAME BUCK WIDTH —WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE /4* M 1 S SHIN (TYP.) PT. WOOD BUCKS VOW TAPCON W 1 1/4' MIN. EMBEDMENT INTO COMM 40 (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) pc MIN.MB DME14 • I EDGE DISTANCE /4* M 1 S SHIN (TYP.) PT. WOOD BUCKS VOW TAPCON W 1 1/4' MIN. EMBEDMENT INTO COMM 40 (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) pc MIN.MB DME14 I EDGE DISTANCE EXT. GRADE CAULK PRODUCTRImt" I h, ;d Q W j N�DW DESIGN LOAD CAPACITY S - OX or XO NUDO . . # # WINDOW Jamb HSS WIDTH HEIGHT Anchors Anchors Glass T + psf 'W' V 2 Glass T "a" * 2 + psf pSf + _ Pressures Glass T "C" 2 Glass + + "D" * 2 Glass T + psf e "E * 3 - sf Glass + psr_ " * 3 24 24 3 3 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 .80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 86.0 65.0 6'a.o 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 85.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 38 36 3 1 4 65.0 65.0 65.0 65.0 A 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 48 36 3 6 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 72 36 3 6 65.0 65.0 65.0 6.5.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 38 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 488 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 4 65. 8570.0 70.0 70.0 o 0 .0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 80 5 6 65.0 65.0 65.0 65.o 70.0 70.0 70.0 0.0 80.0 80.0 80.0 80.0 60 60 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 6D 5 6 85.0 85.a 65.0 70.0 70.0 70.0 7aa 28.5 28 3 4 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 85.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 6 86.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 8 5 5 4 4 .0 .0 .0 "65.0 70 0 0 0.0 .0 .0 " 8 .0 80. 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.126 38.376 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 655.0 6.5.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 60.625 5 4 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 63.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 7 50625 5 8 65.0 65.0 65.0 65.0 70.0 .0 70.0 7. 0. 80.0 80.0 26.6 58 5 4 65.0 1 65.0 65.0 65.0 70.0 1 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2.5 83 6 4 .0 85.0 65.0 65.0 70.0 D 70.0 70.0 80.0 80.0 8.0 80.0 37 83 6 4 65.0 65.0 65.0• • • • 0 . 70.0 70.0 70.0 80.0 800 80.0 80.0 53.125 63 8 6 65.0 65.0 85. 45.0•0 • 0. 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 83 6 8 65.0 85.0 65.0• • •05.0 61 70.0 1- - Notes 1.) SEE SHEEP 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ••• • 8.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. S. C. & D-) $H L WPPH R[SER ApAPTER ARE. FOR WINDOWS A110YE +70. DP • (WINDOWS WITH GLASS TYPES "E. & ADDITIONAL ANCHORS AND +D & DP • •.• REQUIRED AT FRAME HEAD &$ILL • • WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION'AT SHEM 8 OF 101 • • • 9.) WINDOWS WITH GLASS TYPES A. C. OR G" INSTALLED ABOVE 10FT. • IN THE HVHZ, THE 1.0. EXTERIOR LITE SHALL BE TEMPERED. • • /l • • ! ',• • • • _tQy' �\ wmplylagwlththe j+►. t ` 20 A701 aeILL RISER - IIPTI[DVAL3.) ' t APPLIED VITH SB ICONS 1 FDR DP ABOVE +70.0 PSF \\ D� � C+g0,0 DP MAXJ as '.g.� - 9E W j N�DW . . DESIGN LOAD CA PA CITY If SF - xox NDO S with n -E ust ute (114-112-114) +/- Pressures y` Q _# psof oaf �� y 8 $� 22 0.0 62.0 Z $ 84 3dgd zo { -60 q Cyd x 9 CO a z 58 z a S ,`��at rri+s • p �+ ........... p • •• • • rRBNISB?Ptatii Notes • I.) SEE BHEBT S POR OLAZDfO TYPES. DETAILS & SHaCDNE OPTIOfJ�• ..: •.: •.• ,NO 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW* C; (WINDOWS WITH GLASS TYPES -A. D. C, & D-) B 20 SILL RISER - OPTIONAL 3.) SB.L WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • DeAaDto 1 t APPLIED WITH SILICONE (WINDOWS WITH CLASS TYPES 'M & F1 AND +80.0 DP MAIL • • • • I 2 I FOR � ABOVE +70A PSF . p' ADDITIONAL ANCHORS REQUIRED AT PRAIIE HEAD & SILL • • • • • I 2 i (+BOA BP MAX.) ....... WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET •�' to: • • • • I ass s N o 4.) WINDOWS WITH GLASS TYPES A. C. OR 0- INSTALLED 34FT. •• • • R( THE HVHZ, THE LO. EXTERIOR LITH SHALL BE TOWERED. • • • • Un-Eoual Q FRAAAE . E 8 Jamb D H S S lass T e "B" * 2 tris Typelass T elass T elase T e ass T "G" • 2 WIDTH HEIGHT Anchors Anchors + f - f + - sf + f - + oaf - f + oaf - f + oaf - sf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 BQ.O 8Q.0 85.0 75.0 85.0 75.0 b2.0 52.0 $S.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.d 65.0 7fi.0 24 3 10 8Q.0 80.0 50.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 4 3 11 .0 80.0 8 . 80.0 75.0 65.0 7b.0 52.0 65. 5.0 80 38 3 7 8d.0 8Q.0 80.0 80.0 65.0 75.0 65.4 7b.0 52.0 52.0 85.0 75.0 72 38 3 7 80.0 80. 80.Q 8d.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 36 3 8 70.0 75.0 70.0 75.0 85.0 75.0 85.0 75,0 52.0 52.0 65.0 75.0 96 38 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.d 75.0 52.0 52.0 6b.0 75.0 108 36 3 11 - - 62.0 52.0 65.0 75.0 65.0 75.0 52.0 S2.d 65.0 75.0 80 48 4 7 70.0 75.0 70.0 75.0 65.0 7b.0 86.0 75.0 52.0 52.0 85.0 75.0 72 48 4 7 70.0 75.0 70.Q T5.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 52.0 52.0 65.0 75.0 65.0 g75.0 52.0 52.0 65.0 75.0 98 48 4 10 52.0 52.0 85.0 75.0 65.0 52.0 52.0 85.0 75.0 108 48 4 11 b2.0 52.0 85.0 75.0 85.0 52.0 S2.Q 65.0 75.0 80 5 5 .0 52.0 85.0 75.0 65.0 5 .0 52.0 65.0 75.0 72 � S 7 52.0 52.0 65.0 75.0 65.0 52.0 52.0 65.0 7b.0 84 8d 5 8 52.0 52.0 65.0 75.0 65.0 52.0 52.0 65.0 T5.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 85.0 75.0 108 80 b 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6fi. 76.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 85.0 75.0 85.0 75.0 52.0 52.0 65.0 ?5.0 74 50.825 4 7 70.0 75.0 7 .0 75.0 65.0 75.0 65.0 75.0 52.0 b2.0 65.0 75.0 74 b 7 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 85.0 7 .0 74 83 S 7 52.0 52A 65.0 75.0 85.0 75.0 52.0 52.0 65,0 75.0 79.5 28 3 9 .52.d 52.0 65.0 75.0 85.0 b.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 g52.0 52.0 65.0 75.0 79.5 N38. • 0 goo 25 4 9 52.0 52.0 65.0 75.Q 65.0 75.0 052.0 SS.O 75.0 79.5 5 9 52.0 52.0 85.0 7b.0 65.0 75.0 0 52.0 85.0 75.0 79.5 5 9 52.0 52.0 65.0 75.d 85.0 75.0 52.0 8b.0 75.0 162b3152.075.0.0052.65.d 7b.0 108.267b 4 11 52.0 52.0 85.0 76.065.0 75.0 52.0 85.0 75.0 106.25 25 4 11 52.0 52.0 85.0 75.0 8S. 76.0 52.6 52.0 65.0 75.0 108.25 5 11 52.0 52.0 65.0 75.0 85.0 75.0 62.6 52.0 85.d 75.0 16825 63 5 11 52.0 52.0 66.0 75.0 85.0 75.Q 52.6 52.0 65.0 75.0 111 6 3 1 52.0 52.0 85.0 75.0 85. 75.0 52.0 52.0 65.0 75.0 119 38.375 4 19 52.0 52.0 85.0 75.0 65.0 7fi.0 52.0 52.0 85.0 75.Q 111 50.625 4 11 52.0 52.0 65.0 75.0 85. 75.0 52.0 52.0 65.0 75.0 111 5 91 fi2.0 52.0 66.0 75.0 85.0 75.0 52.0 52.0 8b.0 7fi.0 5 11 D • • 75.0 .0 7fi.0 b 5 65. 75. DESIGN LOAD CAPACt1Y (PS/7 - XOX IMMOWS with Equal Lite (1/3-1/3-113) + / - Ptesstmss (pse m z $ •, c .. w o a4 m FA MME SIM # Jamb #HSS Glass pe 'B" {� 2 Glass Ty "C" (" 2 Glass Type "D" (* 2 Glass T "F' (* 3 Glass T 9 "F" 3 Glass Type "G" 2) WIDTH HE HT Anchors Anchors + - psf + . psf + _ sIf + . Of + sf + pef Psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0. 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 1 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 60 60 5 7- 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t� o c a p o M x c CO 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75,0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 75.0 53.125 63 5 6 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 28 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 .75.0 65.0 75.0 52.0 520 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 4 s 74 63 5 9 - - 520 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 79.5 50.625 4 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 _ 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 gxoee 4524 85. • 75.0 65.0 75.0 52.0 52.0 65.0 75.04t• PRCDUCTRBVOiBD e9oomply108wlMtE4FAx9d4 t Date D -1-OSD.L RISER - OPTIONAL \ APPLIED WITH SILICONE I I FOR DP ABOVE +70.0 PSF 1 j .0 DP NAXJ ��`` f�i �{� qi°° o$••••.......3 °i '�•,/�i°°°o O Q O' Q°•�` °• '•• °j�0 f • . • • • • • • •• • • • • • • • • • No es • 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIQNP • • • • • • 2.) STANDARD SDG. USED ON WINDOWS WITH +90.0 DP AND BELOW (WINDOWS WITH GLASS TYPES 'A. B. C. & D') 3.) SUL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAIL • • • • • • : • • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON<+50 WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT 3HEET� 10= • i • s • • 4.) WINDOWS WITH GLASS TYPES -A. C. OR G' INSTALLED ABOVE . • • • • • DI THE HVHZ. THE I.O. EXTERIOR LTTE SHALL BE TEMPERED. • • • • • • • • �� \' •�,• • • Vii%• `\ `\� •'\� �/ /�� ' // XOX -Eoual rata MAIL ALUMINUM MILLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. OES IN PRESSURE UNRATIONS. 5731 11% 0.078' M11%THICK) SAFLEIVXEEPSAFE Sp •SCLUlw BUTACITE PVD or •MWDMT• CLASS CO - TYPE D TM 0 T78M OIAB9 D>iBCRIP7lDN1 01a" LIUIOLIYB 1 118' KELT-STRQJMiTENED lSABS B DASD• PLASTIC INTERLAYER 8 JDAW PLASTIC 1NTERLAVER BUTACITE PVB 3 V8' NEAT-STRONSMYENED FLASK UP 33 DAw DEPTH ScHm-MO•IHEAD 5731 THEMED SPECTRUM e GLEN _ TYPE 8 6063-T6 ALUMINUM muANEEKED M DtilAB. tAKD IS DBBCRIPTION 1 ED ED a.M1TS r DIA88 DBBCSP1TOg B I J1 SAFLEXIXEEPSATEErED Sp 'SOLUTIA• I MASS uw 6063-T6 ALUMINUM BUTACITE PVD or •MWDMT• INSUIAM1]ID 19 T8 TM 0 R81/ DUN O88CB@TWIT DDfAL - 1 ® "r - 6T.r IAIm m D •SDICOIE DPTIDIS'. PVB Bp •MIP r B DASD• PLASTIC INTERLAYER 3 VB' ANSEM n IS./SS 4 V4• INSULATED -AM SPATE DOW CMNIING 699 • • 33 DAw DEPTH ScHm-MO•IHEAD 5731 THEMED SPECTRUM e I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 Q=ON A 6063-T6 ALUMINUM tTeM DIA88 DBBCSP1TOg DEMO. IAM1K►TS D88DRIPTlGN 3 I 178• AW ALED W ASS 6063-T6 ALUMINUM 7 L-8703 D DOW PLASTE W1ERLATERd80il 8 SAFLEX PVB PERRAM 3 tM ANNEALED GLASS L-8702 Bp 'SOLLow SEALANT 4 V4' DSM.ATED AIR SPADE ••• 11 000 S VW ANNEALED GLASS M 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4• P.H. PHILLIPS 13 INSUIAM1]ID CLAW COMPOSITION TM 0 R81/ DUN O88CB@TWIT DDfAL - 1 ® "r - 6T.r IAIm m D I UW AWEALED CLASS PVB Bp •MIP r B DASD• PLASTIC INTERLAYER 3 VB' ANSEM n IS./SS 4 V4• INSULATED -AM SPATE S VB• ANNEALED MASS OO GU VNDBWS WITH GLASS TYPES •A. C. CR D' INSTALLED ABOVE 3IFT. IN THE HVHZ. THE LC, EXTERIOR LITE SMALL BE TEMPERED LOWER PRESSURES OF I OR MULL SHALT. OCY m -B 12 X 3/4' SD.S. FLAT HEAD. PHILLIPS (SEE E"TIDN AT SHEET 82 FOR MAX. FASTENER SPACING AN OP TABLES FOR QUANTITY) EXTERIOR GRADE ` WINOW FRAME PERIMETER CAULKING EXTERIOR FRAME MULLING DETAIL NOTE: THE LOWER PRESSURES OF THE WINVO'IN OR MULL SHALL GOVERN MAX.® 12 S.D.G.X 1 1/4' L. GM (SEE ELEVADON AT SHEET 02 NOR FOR MAX. FASTENER SPACIID) [-am= FRAME NOTE: I. ALL STEEL 64 CONTACT WITH EXTERIOR ALMA. TO BE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : F7 - 36 KSI MN. (STEEL 18 CA. MN. THICK - 0.048`, 8) ALUMINUM : 6083 -TS MN. (ALUM. 0.078' MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL •• CLAW COMPOSITION TM 0 RSM GLASS D88CR1PTION OSTALL {( mop'. IAMD01T8 DESCRIPTION 1 118' NEAT-STgFJIMITE■ED MASS PVD Bp 9XIPONT•4 e D090' PLASTIC UIIERIATERw 3 118'HEAT-STRENMUENEO 8tAS8 V4• DOULATED AIR SPACE8 V6' ANNEALED GLASS vo GU VNDBWS WITH GLASS TYPES •A. C. CR D' INSTALLED ABOVE 3IFT. IN THE HVHZ. THE LC, EXTERIOR LITE SMALL BE TEMPERED LOWER PRESSURES OF I OR MULL SHALT. OCY m -B 12 X 3/4' SD.S. FLAT HEAD. PHILLIPS (SEE E"TIDN AT SHEET 82 FOR MAX. FASTENER SPACING AN OP TABLES FOR QUANTITY) EXTERIOR GRADE ` WINOW FRAME PERIMETER CAULKING EXTERIOR FRAME MULLING DETAIL NOTE: THE LOWER PRESSURES OF THE WINVO'IN OR MULL SHALL GOVERN MAX.® 12 S.D.G.X 1 1/4' L. GM (SEE ELEVADON AT SHEET 02 NOR FOR MAX. FASTENER SPACIID) [-am= FRAME NOTE: I. ALL STEEL 64 CONTACT WITH EXTERIOR ALMA. TO BE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : F7 - 36 KSI MN. (STEEL 18 CA. MN. THICK - 0.048`, 8) ALUMINUM : 6083 -TS MN. (ALUM. 0.078' MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL •• ••• • • • • • •• i i i s•i • • • 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 • • • • 6 L-7707 I IVENT TOP/BOTTGM RAIL 6063-T6 ALUMINUM 7 L-8703 I IFRAME VENT JAMB 6063-7`6 ALUMINUM 8 • • •• 9 L-8702 I FRAME SILL TRACK 0 90• L-8705 ••• 11 000 AS REWIL GLAZING BEAD C 3/8• ) 6063-75 ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4• P.H. PHILLIPS 13 FS -040 AS READ. INSTALLATION SCREWS 014 SMS F.K/PHIL. 14 • • • • • • • • • • • PVS-005 AS REwIL FIN SEAL WEATHERSTRIP .187• w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187• w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD C INSULATED) 6063 -TS ALUMINUM 19 PVS-001 AwspionceNo piondleft B O HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS Trim A PAST j READ. DESCRIMN REMARKS I i i i s•i • • • 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 I IVENT TOP/BOTTGM RAIL 6063-T6 ALUMINUM 7 L-8703 I IFRAME VENT JAMB 6063-7`6 ALUMINUM 8 AwspionceNo piondleft B O HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS Trim A PAST j READ. DESCRIMN REMARKS I L-7703 1 FRAME HEAD 6063-T6 ALU14INM 2 L-8701 1 FRAME SILL ISM-% ALUMINUM 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 I IVENT TOP/BOTTGM RAIL 6063-T6 ALUMINUM 7 L-8703 I IFRAME VENT JAMB 6063-7`6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6863-T6 ALUMINUM 9 L-8702 I FRAME SILL TRACK 6063 -TS ALUMIMBAM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T3 ALUMINUM 11 L-7708 AS REWIL GLAZING BEAD C 3/8• ) 6063-75 ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4• P.H. PHILLIPS 13 FS -040 AS READ. INSTALLATION SCREWS 014 SMS F.K/PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 03033 IS PVS-003 AS REWIL FIN SEAL WEATHERSTRIP .187• w x 230• h 16 PVS-005 AS REwIL FIN SEAL WEATHERSTRIP .187• w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187• w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD C INSULATED) 6063 -TS ALUMINUM 19 PVS-001 AS REW& PILE @GLAZING BEAD .187• w x .1501 h 20 L-8706 AS RED% SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 2t L-7539 2 I VENT EXTRUDED SPRING LATCH 6063-T3 ALLDIINLIM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 x 2 SILL/JAMB JOINT GASKET 1/16• CLOSED CELL FOAM 23 FS -041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 I/4' PXtPHIL. 26.1 HC -044-1 2 WEEP FLAP & BAFFLE x 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X I/2• X 2• L. 27 HC -040-1 2 SASH ROLLER &HOUSING ■ 28 HC -026-1 1 SCREEN FRAME & MESH ■ 29 x 1 ATTACHMENT SCREW 8 CLIP 08 X 5/8' SDS. 30 HC -058-I 2 VENT SWEEP LATCH Mm.OED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Inc FRAME SILL ANCHOR CLIP 6063 -TS ALIIGMm 33 r 2 LAMINATED GLASSSee De1GUs 8 L.M. of sheet 9 34 r AS REO'D. GLAZING SILICONEUs B LFL of sheet 9 35 OPTIONAL AS REWD, COLONIAL FALSE MIAMTIN ALUMINUM 36 SM -5504 AS REWD. JOINT SEALANT ■ 37 x AS REWIL PERIMETER ACRYLIC C.A. OCT Pm YSEAMSEAL AwspionceNo piondleft B O FRAME BEAR L-7703 O IFRAME SILL @— I VENT INTERLOCK RAIL Ij L-7708 O IVENT JAMB RAIL L-7708 O FRAME VENT JAMB L-8703 O --1 .754 VENT SPRING LATCH L -76M t'69-8. 21 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL OL—'7707 4 .o6e e2es 1a7s D7B 450 -06R 1.165 \� yc._e 1 1 --% I oo VENT BOTTOM CORNER FRAME & SASH CORNER ASSEMBLY DETAILS SILL ANCHOR CLIP L-8830 • • • • • • • • • • • O • • • • • • &LAVNA BEAD SA hIffR • O • • 4I.-7R`II• L-8706 32 •L— • • • • • is • 20 • • • '0S0 • • • • • v 1 8794 • • • • • • • • .719 .o5c ••• • FRAME FRIED JAMB • • SILL TRACK L-7701 L-8702 O O L1285 • • • • • • • • • • • ••• .844 • • ••• • SILL RETAINING CLIP L-8706 2b51 70 FRAME VENT JAMB L-8703 O --1 .754 VENT SPRING LATCH L -76M t'69-8. 21 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL OL—'7707 4 .o6e e2es 1a7s D7B 450 -06R 1.165 \� yc._e 1 1 --% I oo VENT BOTTOM CORNER FRAME & SASH CORNER ASSEMBLY DETAILS SILL ANCHOR CLIP L-8830 • • • • • • • • • • • O • • • • • • &LAVNA BEAD SA hIffR • O • • 4I.-7R`II• L-8706 32 •L— • • • • • is • 20 • • • '0S0 • • • • • v 1 8794 • • • • • • • • .719 .o5c ••• • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • t�eonucr ceavlsep ea oomplybig a11h tLe Flaalda B � No 0� Ik O 0 Florida Building Code Online \tJ 1 N�>O\r1 Page 1 of 2 r , oaf nap Dept itof BCIS Home Log In ' User Registration ? Hot Topics l Submit Surcharge I Stats & Fads Publications FBC Staff BCLS Site Map ; Links ; Search Busines P� Product Approval (DUUR: PPPC{�ess} Publlc User pi Regul io ' Praluct Approval Menu > Product or Aoplicatbn Search > Application List > Application DOW . „ FL # FL15426-112 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived �( Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Thomas Sotos tom@lawsonwindows.com Thomas J Sotos Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-industries.com Joe Thiry 8501 NW 90th St Medley, FL 33166 (305) 696-8660 Ext 282 jthiry@lawsonwindows.com Windows Casement Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201 TAS 202 TAS 203 Method 1 Option A • 0000•• • • • •• • 0000 • • 0990•• •••• • 0000•• • 0000 of • • • • • • 0000 • •• 0000•• 0000 •• •• 0000 0000•• • • • • • 0000•• • • • • • • •• • 0000 0000 Year 1994 1994 1994 0000•• • • • 0000•• 0000•• 0000• • 0000• 0000•• • • • 0000•• 0000•• https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhv... 10/21/2014 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/19/2014 03/19/2014 03/23/2014 Page 2 of 2 FL * Model, Number or Name Description 15426.1 3000 Non -Impact Outswing 3000 Non -Impact Outswing Casement Window - X, X0, OX, Casement Window XX, XOX un -equal lite, XOX equal lite, OX un -equal lite, XO un -equal lite Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS426 R2 C CAC 13-0328 10.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/12/2018 Design Pressure: +70/-100 Installation Instructions Other: Glass Iites wider than 36' shall have two setting FL15426 R2 II 13-0328 Modf blocks per FBC 2411.3.3.1 requirements. Verified By: Thomas 1. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15426.2 3200 Impact Outswing Casement 3200 Impact Outswing Casement Window - X, XO, OX, XX Window Corifturations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15426 R42 C CAC 13-1217 22.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/04/2019 Design Pressure: +70/-73 Installation Instructions Other: FLIS426 R2 II 13-1217 22.odf Verified By: Thomas ]. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: =00 Contact Us n 1940 North Monroe Street Tallahassee FL 32M Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send . electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. W95. *Pdlsuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wltlftf 0^11MIdress if • • • • • • they have one. The emails provided may be used for official communication with the licensee. However email addmasaftre p bf record. If fou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the publlt.1n k ine If you gVilWnsee under • • Chapter 455, F.S., please dick 1&.. • • • Product Approval Accepts: • • • • • • • • • • • • • • • • • 0000•• • • • 0000•• • • • • 000 •• • 0 • 0000• 0000•• •000 0000• 0000•• • • of • • 0000 0000•• • • • • 0000•• 0000•• •0000• Soso • • • •00• https://www.floridabuildinir.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV... 10/21/2014 MIAMI•DADE IMAMI RADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO111IC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADW41STRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mYw.miamidad%gay/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 113200" Outswing Aluminum Casement Window – L.M.I. APPROVAL DOCUMENT: Drawing No. 13200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision B dated 02/26114, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING. Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's VN V logy,, city, state,- ---:-model/series, and following statement: "Miami -Dade County Product Control Ap?tId ed", unle4'o'llierwise '. noted herein. •••�•• fees •00000 000000 0 :0000: RENEWAL of this NOA shall be considered after a renewal application has been feed and these has been."": no change in the applicable building code negatively affecting the performance of t&—proauct.: e f f 0 06:000 TERMINATION of this NOA will occur after the expiration date or if there has W Xwvision Salclu'ange" " ' in the materials, use, and/or manufacture of the product or process. Misuse of this"ACTA as an Msemento f f e: 0 of any product, for sales, advertising or any other purposes shall automatically ter ninnte:this IJ09 Failure..,,::. to comply with any section of this NOA shall be cause for termination and removal of NQA. ;''''' f f ADVERTISEMENT: The NOA number preceded by the words M ami-Dacla •t~oenty, FlooncK and: • • e • followed by the expiration date may be displayed in advertising literature. If any portion of'ihtr'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 and renews NOA 012-012'7.21 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.134217.22 Expiration Date: March *04,2019 Approval Date: March 06,2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED A. DRAWINGS I. Manufacturer's die drawings and sections. 2.• Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision B dated 02126/14, 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 Report No. HETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #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 Report No. HETI-08-2099B, dated 07/10/08, signed and sealed by Candida F. Font, P.E. (Submitted under NOA #081020.08) 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Jami glass w/A10.; laminate by Solutia, Test Report No. HETI-08-2100, dated 0710/0% signed and sealed by Candida F. Font, P.E. • . 0 •. *0. •. • • • ...... ...... (Submitted tinder NOA #08-1020.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 261Z • • • 2) Cyclic Wind Pressure Loading per FBC, TA % -94 • • • •; • • • along with marked -up drawings and installation diagram of a s M1200 outMg aluminum casement window, X configuration, w/5/16" HS 14.gIN w/P'WLaminate • • by Solutia, Test Report No. HETI-08 2101, dated 07/10/08, signed *d sealed icy . O G G: * Candido F. Font, F.E. • (Submitted under NOA #081020.08) • • • 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAM2-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102A, dated 07/10/08, signed and sealed by Candido F. Font, F.E. (Submitted under NOA #08-1020.08) Manu rex, P.E. Product Con(,a miner NOA No. 13-1217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED B. TESTS (coN mm) 6. 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020. 08) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-.1020.08) 8. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 9: 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted ander NOA #081020.08) 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •; 2) Cyclic Wind Pressure Loading per FBC, TAS 2M-94 ' along with marked -up drawings and installation diagram of a se s les 3200 ou%gw-rig aluminum casement window, XX configuration, w/5/16" HS lq=gj@ss w/SG$ laminate by DuPont, Test Report No. HETI-08-2103B, dated 03L1*(U08, sited and sealed by Candido F. Font, P.E. (Submitted tinder NOA #08-1020.%18) • • 11. Test reports on: 1) Large Missile impact Test per FBC, TAS 20104: 2) Cyclic Wind Pressure Loading per FBC, T4$.V -94 along with marked -up drawings and installation diagram of a series 1200 outswing aluminum casement window, XX configuration, w/5/16" ann. Jami glass w7PV$• laminate by Solutia, Test Report No. HETI-08-2104, dated 07710109, signed sealed by Candido F. Font, P.E. (Submitted under NDA #08-1020.08) "" E-2 jyauad��'� Manuel Pe E. Product Control F*15Acr NOA No.134217.22 Expiration Date: March 04, 2019 • Approval Date: March 06, 2014 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNuED) 12. 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, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted underNOA #4810211.08) 13. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBG, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 14. 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, XX configuration, w/7/16" am lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Subtttitted ursder NOA #081©211.08) 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Subtnitted uttderNOA #08-.7020.08) • 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-24. 0.00;0 2) Cyclic Wind Pressure Loading per FBC, TAS'203-94 •"• • along with marked -up drawings and installation diagram of a spIL1.1200 outsWg aluminum casement window, OX configuration, w/5/16" HS lawj4ass w/.WP. : • •": laminate by DuPont, Test Report No. HETI-08-2131B, dated N,tl•Dlt}8, signed and • • • • • sealed by Candido F. Font, P.E. (Submitted under NOA #08-1010.38) :.. • 60:096 0000 0000 0000.. 0000.. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, camp n�.with FB- X04, prepared by manufacturer, dated 10/01/08 and 01/30/09, signe�nd sealed bjomas� J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04. Manuel P E. 'Z1 Product Contra Ess er NOA No, .1'3--d17.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0424.02 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 Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color GIass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by_Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.21) 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I., approved on 03/29/12 and expiring on 03/04/14. . Mansel Pe , E. Product Control xami er NOA No. 13- .22 Expiration Date: March 44, 2019 Approval Date: March 06, 2014 E=4 66.6.. 0000.. 6 0 0 0 006.00 Soso 000.00 00000. s 0000.. 6000 .. o 6 9 .. 0000 . .. 0000. . s 0000.. 0000 00 0 0. 6. 0• Eos• 6690.0 ...966 . 9 0 . 00.60. .099.6 6 . 969.9. .. 00000000 Mansel Pe , E. Product Control xami er NOA No. 13- .22 Expiration Date: March 44, 2019 Approval Date: March 06, 2014 E=4 ANCHORS, W 3 AT FRAME HEAD O:) 3 AT FRAME SILL (D) 5 AT EA. FRAME J EXT. E INT. FALSE COLM41AL � -- MIDITINS ARE APPLIED Wa"Ya 37' V1 SILICONE AND ARE WINDOW FRANE W DTH avAUAIDE As aPnmva X' ELEVATION (LIMLTED TO LOADS ON SHEET 5 OF 7) I Al , , , , 18' � Mox ID.LO� to , ff•• $ IRUQE �igl.oP,tto C. , , C _ • �� '�JJJtti ` Y '1 � I ....._ A___ Dar B �\ EXT. E INT. FALSE COLM41AL � -- MIDITINS ARE APPLIED Wa"Ya 37' V1 SILICONE AND ARE WINDOW FRANE W DTH avAUAIDE As aPnmva X' ELEVATION (LIMLTED TO LOADS ON SHEET 5 OF 7) I Al i } 5/8* ff•• $ IRUQE �igl.oP,tto C. Cer. �� & .... _B�n' • ` Y '1 � I Dar \ Naafi D .... n \ B B3 a4 ` Yh.• wu4uuw tKAML w1UIF1 "XO" ELEVATION - (OX reversed) (LIMMED TO LOADS ON SHEET 6 OF 7) CLUSTER TAIL 44 AT 7 11F 7 LL TYPICAL) "XX" ELEVATION I-- ExT. s INT. FALsE cOLDNIAL (LIMITED TO LOADS ON SHEET 8 OP 7) vi s14 A2EaNE ARNP I AvAR AFLE AS wnaw&. SERIES=3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: -- -- 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASPM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLER AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & G. 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 BURRING OFFICIA4 6.) SEE SHEET ®3 FOR BILI, OF MATERIALS AND DETAIL 6.) SEE SHEET p6 & B FOR GLAZING DETAILS& OPTIBNS AND OBARIIS `ORE s • • • MAX. DES[G PRESSURES. • • • • • • • • • 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BEU9tr A�D �IC • (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEF• ET�j AIS 1N0Is3• • • 8.) MATERIALS INCLUDING BUT NOT LRMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 S.) EXT. & INT. FALSE COLONIAL MUIMNS ARE OPTIONAL & ALAE APPIMED W/0311LICONE • 000 1R) FRAME BILL ANCHOR CLIPS TO BE MEASURED INSIOS EDOS g9tE 1((I�OW FRaMS• • AND TO BE LOCATED WITHIN A +/- 1/2' • • • • • • • TOTAL OF ANCHORS REQUIRED AT = TO 101 SA E AS AME LLEAU.• • • • • • • 11.) SEB SHEEP g 4 OF 10 FOR FLANGE PERLMEI'ESI CAULW INSJKLLATION 097AIL. • • • 12.) W. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY S LEM THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 412 SMS OR VR SCREVS INTO VMD, OR 1/4' TAPCONS or APPROVED CUNC. FASTENERS INTO CONC.. VITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CO C. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) A Al , `\ ff•• $ IRUQE �igl.oP,tto C. Cer. IL Ratud and A Dar \ Naafi D .... n a4 ` Yh.• -i / N "XX" ELEVATION I-- ExT. s INT. FALsE cOLDNIAL (LIMITED TO LOADS ON SHEET 8 OP 7) vi s14 A2EaNE ARNP I AvAR AFLE AS wnaw&. SERIES=3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: -- -- 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASPM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLER AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & G. 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 BURRING OFFICIA4 6.) SEE SHEET ®3 FOR BILI, OF MATERIALS AND DETAIL 6.) SEE SHEET p6 & B FOR GLAZING DETAILS& OPTIBNS AND OBARIIS `ORE s • • • MAX. DES[G PRESSURES. • • • • • • • • • 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BEU9tr A�D �IC • (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEF• ET�j AIS 1N0Is3• • • 8.) MATERIALS INCLUDING BUT NOT LRMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 S.) EXT. & INT. FALSE COLONIAL MUIMNS ARE OPTIONAL & ALAE APPIMED W/0311LICONE • 000 1R) FRAME BILL ANCHOR CLIPS TO BE MEASURED INSIOS EDOS g9tE 1((I�OW FRaMS• • AND TO BE LOCATED WITHIN A +/- 1/2' • • • • • • • TOTAL OF ANCHORS REQUIRED AT = TO 101 SA E AS AME LLEAU.• • • • • • • 11.) SEB SHEEP g 4 OF 10 FOR FLANGE PERLMEI'ESI CAULW INSJKLLATION 097AIL. • • • 12.) W. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY S LEM THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 412 SMS OR VR SCREVS INTO VMD, OR 1/4' TAPCONS or APPROVED CUNC. FASTENERS INTO CONC.. VITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CO C. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ,tODUCT M —1.4. LA WAS OJT mt N.WNi? sr.33i$4 1V'TS S I2 SI C. PH Wo. (30S) 888-866 AWJVFAC798M DY QDAWFY A/DUTNON WINOrs AND CUM DDDR T7, Ct•W — Nm" Arad Cbfperye r -= — Series: Aaa Dyaaaot b Datdttm, N ND4 A55£YBLY &DIDOB S?DD LC/4M ae-at Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, = Xo or OX) �"� Dy" 5100-OsrlGW-QI �� I.'.IEDO-OBOI 8�tr 1 4Y 7 =:i �Fjo� PROF ff•• $ IRUQE �igl.oP,tto C. Cer. IL Ratud and A Dar or BE Naafi D )A ridTOS649AA ,tODUCT M —1.4. LA WAS OJT mt N.WNi? sr.33i$4 1V'TS S I2 SI C. PH Wo. (30S) 888-866 AWJVFAC798M DY QDAWFY A/DUTNON WINOrs AND CUM DDDR T7, Ct•W — Nm" Arad Cbfperye r -= — Series: Aaa Dyaaaot b Datdttm, N ND4 A55£YBLY &DIDOB S?DD LC/4M ae-at Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, = Xo or OX) �"� Dy" 5100-OsrlGW-QI �� I.'.IEDO-OBOI 8�tr 1 4Y 7 1 5/32' DISTANCE Q INTERIOR — GLASS ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY S. TO BE REVIEWED BLDG. OFFICIAL (TYP. --, (Rail ta• � EDJ METAL LATH v ° & STUCCO (BY OTHERS) t• i °.,••. 1/4' MAX � •''�,•, •>- rSHIM SPACE EXTERIOR GRADE - PERIMETER CAULK] BY OTHERS (TYP.) N 14 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED STUCCO -----N (BY OTHERS) 1 `-2X WOOD T BUCK (7YP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED A BLDG. OFFICIAL (TYP.) EXTERIOR BN N ANTERIOR EXT. GRADE ::> SHIMEXT. jMKINCCi " PERI M CAIAKING PERIM (TYP J CTYPJ STUCCO a a t t a• (BY OTHERS) : .. '�44 .4 ul 23/4• E DIST • HI TY �RS) • • WM THE OAP BETMORI THE WINDOW FRAME AND THE BUCK OR PRODUCTRBVISBP MASONRY IS LBBB THAN 1/8', OHM ARE NOT REQUIEM asCWT1008Wi8tthe llallft ANCHORS NOTE: i •i i Aoce140 IBJ ANCHORS TO BE 812 SMS OR WD. SCREWS INTO OR t • : • t • m 1/4' TAPCONS or APPROVED CONC. FASTENERS WTO • Ap WITH A MINIMUM OF I t/4' PENETRATION INTO WOODjtR • • lyl8lm{ iaaavFl CONIC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) °(r� DATE r] ••• • • • • ••• • • •' EDGE DIsvTANCE • a. ALL WOOD BUCKS •.. .., v v a' ENGINEERED SEPARATELY ' 7M�j & TO BE REVIEWED • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v � - •' EDGE DIsvTANCE • a. ALL WOOD BUCKS •.. .., v v a' ENGINEERED SEPARATELY ' 7M�j & TO BE REVIEWED sa. - - i' 1• • . 43 BLDG. OFFICIAL (TYPJ yy. 47 tEtM r 50 (tON 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP.) _( 5 17 1/4' MAX SHIN SPACE EXTERIOR INTERIOR SPACE I BUCK (TYPJ (� i a• ) EXT. GRADE-71., RADE 50 PERIM. CAULKING (TYP.)44 1X or 2X P.T. WD. BUCK j7/q�•� //�dNI2 3y■J//egg•//yCOW • DISTANCEjftt- /{7��y(� W C.. F "10 FDC L H I I S ®1 9 ALWiI•�DA •SSiBB merW ono Rertign to sheet 8 &eat 7 Pil Na (SOA 888-888O MADWAt:WM OF W"M AWMOTDU •W9W ADD 0UW MW Omo Casae Pml Clues RadtLtaDat, Sat /Yad,6 (fay DW— N A -W- N PSSEMBLY um W-01 I D" N. BRAZO "' AZroe Series: 3200 Outswing Impact Casement Window `Ba B. BENZO Om i9za VERTICAL CROSS-SECTIONS. DETAILS & NOTES 13200-0801 ` D OPT STUCCO (BY OTHERS) PERIMETER CAULKING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 21 12 16 48 ,.moi.., :q' 12 16 46 21 ` a 13 GLASS 13 GLASS u % ..43 43 49 - FIXED VENT OPERABLE VSN - ,T/�O } 1 1 a• 14 51 j .......... t �.51 14 0 1 t / • pa4sBO.) t 20 gLap. 4 INTERIOR a' 4r 17 17Dl 17 16 16 �q 1 17 O f r. 16 17 17 47 a :. ALL WOOD BUCKS ENGINEERED SEPARATELY ... .. . a ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.> STUCCO BLDG. OFFICIAL (TYPJ P.T WOOD BUCK NOT BY LAWSON IND. L FRAME WIDTH (BY OTHERS) MUST SUSTAIN IMPOSED LOADS va-MAC ' PERIMETER CAULKING P,�t:•{. � :;' WIDTH - sr6R SPACE :-,:•c: ='= ? .r- PERIMETER CAULKING 15 18 7 DAYLIGHT WIDTH g 3 l8 15 nrB"s;'' oAf3•' 3 i; 36 3 21 EXTERIOR r:a: EXTERIOR 21 12 16 48 21 :•* 12 16 48 13 GLASS 33 4343,' - -- GLASS ° e o 0 - - D 35 OPERABLE VENT I%4' 4 TAPCON 14 51 _._ fay 4ppp } -- n TAPCON 14 51 e l l a 1 9t 1Ek91E0.) 18 tWa INTERIOR , 42 4 2 P 20, 21 35 ' 0 ' 47 29 47 47 0 q INTERIOR " 471711 1 16 4RODUCTRBVISED e , �. n ; : •: 17 1 16 16 17 1r a :s complyG• YdW Rre FlatlEf6 ALL WOOD BUCKS t0lldiug Com ENGINEERED SEPARATELY I,�! 9 ^• •• ••• • • • • .'""e:;. & TO BE REVIEWED -� • • • • • • • • • BLDG. OFFICIAL (TYPJ By • • • • • • • • • 31 IsMnm ado 1 • • •• • • • • ••• • • • • • • •• •• • as teal)? • • • • • • • • • • ' aw,+o Mopr q �fl�/T 7p T A. Ravbed m Can r ]010 FBC �ll+ 1 B9ggpp 90 ST • 11M THE GAP BETREEII THB WINDOW FRAME AND THE RUCK OR `..' .: •; 3�'R 1 ✓� m 1/�A & 9ene.roa aM Rarkion m shed s & 8 a 7 YEDi f AW1 '33166 D T C. PH Na (JDs 696-6860 1dA80NRY IS 1 B8S THAN 1/8". SIp1i6 ARE NOT REQUIRED. ; n�S w pallovesMMM OF 4UAUff AUWLVVN MMM AND WASS BMW NOTE• • • • • • • • �;� J; , p aow ao a vaa aew+ v os wwww saWxo+.o- rt es x prove. �, �, ,ANCHORS ••• • ••• • • • • i '" "• BOA Y 1 ANCHORS TO BE 612 SMS OR VD, SCREWS INTO 19001) OR • • • • 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO GONG} • • • • • • • • • • • • • ' 4 • • • q E OF : , • 'd a es ma e a N. ERM O/Was Series: 3200 Outswing Impact Casement Window R.&" AV ' WITH A MINIMUM OF 1 1/4' PENETRATION INTO VOOD•OR P •`�`;•or7 29,ta M HORIZONTAL CROSS-SECTIONS. DETAILS &NOT$$ CONC. (REFER TO LOAD TABLES FOR (ri1ANTITIES REQUIRED) 7Gc,.k`1'•:�R'Y oa'+ `0 / x..s,wn y„ A•oaroe Rgnmx Kumar nrovaw Ammar, aeart B L9200-0601 DATE f 841Lt"��b� a,e casBraxeo-oe9cA-ol BOP y ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXT. GRADE BACK BEDD TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYPJ FACE CAULK BY OTHERS (TYR)l II ••Y 2X W BUCK L-WINDOV FRAME \ STUCCa OR EXTERIOR FINISH EXT. GRADE BACK BEDD EXT. GRADE PERIMETER TO BE APPLIED BEHIND CAULKING NOT BY WINDOW FLANGE BY 'LAWSON INDUSTRIES', INSTALLER CTYPJ TO BE APPLIED BY 3002 UI -115 OTHERS CTYPJ FRAME SILL STUCCa OR EXTERIOR FINISH BY OTHERS CTYPJ FRAME PERIMETER CAU�DETAIL T \ SUBSTRATE, CONCRETE OR Lis P.T. WOOD FRAME HEAD ALL WOAD SLICKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BLDG. OFFICIAL CTYPJ r=11 18 S.M.S. or WD. SCREW W/-1 1/4' MIN. WOOD EMBED '--EXTERIOR GRADE S PERIMETER CAULKtNG r'• �,hbr�� ', BY OTHERS CTYPJ METAL LATH, STUCCO 1/2' AND EXTERIOR GRADE SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR wamwWuBwabDblQodda MULLION TYPE, SIZE AND MAX. DuDithw CoM DESIGN PRESSURE LIMITATIONS. P mNo ` j g NOTE: Exp1milown�� i i�_g_LO ✓ TS UR . OR N D7 DadeProdimt nttd qVi I • • • • • 1/4' MAX. • • • • • • • 9 SHIN ti 'PlWB68707 f p� (�SF•;e YA88,: e $t12 S.M.S. 1 1/4' L. _ !r:;' .+.rat . $EE Et.EY. fOR SPACING ., �r w�a• ^b,. a' u. e••I t a• • • • • • • �•'T �� ( • • • • • • • • • ,a /i`J,L•.,Jj/j1 1 8/JB' • IiDI*Y FRA1lC • • • •'^-`: • DISTANCE • • • • • • agt�_y; ya.^ib40 ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAILafl:a tfM* DATE---- ••• • • • • ••• • • 1 FRAME HEAD 6063-T6 ALUMINUM 3002 UI -115 1 FRAME SILL 6063 -TG ALUMINUM 3002 UI -115 2 FRAME JAMB -HINGE SIDE 8063 -TS ALUMINUM/ 3002 UI -115 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST G. NO. PART NO. QUANTITY DESCRIPTION REMARKS 3001 LD -118 1 FRAME HEAD 6063-T6 ALUMINUM 3002 UI -115 1 FRAME SILL 6063 -TG ALUMINUM 3002 UI -115 2 FRAME JAMB -HINGE SIDE 8063 -TS ALUMINUM/ 3002 UI -115 2 FRAME JAMB -LATCH SIDE 6063 -TS ALUMINUM 3004 UI -119 2 VENT TOP RAIL 8083-T6 ALUMINUM 3004 UI -119 2 VENT BOTTOM RAIL 6063 -TS ALUMINUM 3004 1.3-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM 3004 UI -119 2 VENT SIDE RAIL -LATCH SIDE 8063-T6 ALUMINUM 3003 UI -116 AS REWO. IN -POST 6063 -TB ALUMINUM 3006 UI -111 1 X ANCHOR FRAME SILL ANCHOR CUP 6063-T8 ALUMINUM (3' L, 3005 LI -113 AS REWD. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3' L, 3010 Ut-7708 AS REDD. GLAZING BEAD - S/16" 6083-T5 ALUMINUM •7531 L-7531 AS REOD. OW114G BEAD BULB VINYL PVC VINYL SM -5731 AS REOD. GLAZING SEALANT - SILICONE 3012 U-110 As REm. YMEATHERS wPwO - FRAME/VENT PVC VINYL 3011 UI -133 AS REWD.•..GLAZING BEAD 11/16' LAM./INSUL 6063-T5 ALUMINUM 3013 12 CORNER KEY PER FRAME •' 3013 8 CORNER KEY PER VENT 3013 4 X POST CORNER KEY PER IN -POST 8 FRAME ASSEMBLY SCREWS 010 X I' PH SMS 8 VENT AWMBLY SCREWS 010 X 1 1/4" PH SMS 2 X VENT 4 BAR 90' HINGES - SID. & H.D. 2 X VENT 4 BAR 45' HINGES - SID. & H.D. - AS REOD. HINGE MOUNTING SCREWS 010 X 1/2" P.H./PHIL B I X VENT VENT OPERATOR - COAL or SINGLE 4/ OPER. OPERATOR MOUNTING SCREWS 010' X 3/4" F.H./PHIL. SD 1/ OPER, STAINLESS STEEL C" TRACK 2/ TRACK TRACK MOUNTING SCREWS 08 X 1/2" F.N./PHIL SMS 1/ OPERATOR STUD BRACKET CONNECTOR 2/ BRACKET STUD BRACKET SCREWS 08 X 1/2' F.H./PHIL SOS 1/ VENT LOCKING HANDLE 2/ LOCK LOCK HANDLE MOUNUNG SCREWS 010-32 X 3/8" PH MS 1/ VENT LOCKING MULTI -PONT BAR I x t= PW TIE BAR NYLON GUIDES 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 08 X 1" PH./PHIL B I/ LOCK KEEPER (ST. STEEL) 2/ KEEPER KEEPER MOUNTING SCREWS •3014 4 SNUBBER 6083-75 ALUMINUM 2/ SNUBBER ISMLIBRER INSTALLATION SCREWS 109 X 1/2" PH SMS rr &3 V 17 MEDLEY MIN. so and Revw" to 0"t 9 do 6 W 7 ,Y. C • PH No. (31 698-8880 7MROFACMM OF QOAU Y AJAWNAW WObOWS ANA OL SS DOORS a — M oam Pad ftkv-W 9.60r•a,a a.m tvp_ u A.•bta. N ROAASUMN 1 N. swo Do1i avo9 Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETARS N. BRA= Aat• spa 8 5.1. Pommy A4 3aoo-asNOA of �0a L3200-0801 �tr a OP T A 6 IB LAMINA GLASS COMPOSITION -- TYPE A Flange Frame Window Glazed with 12 meta DESeMPT10N BSTAn 3200 Impact Casement Window Glass Type "A" GlessType "Ir GlassType "C' Glass type "0' Giaes Type "Ls' 1 Ire' ANNEALED GLASS 13 ConB umflon:'W' 6118"Annealedaass 8118"HS.Gass-PVB S/lrR&(IaesSC•? 7118"Atlnealed0ass 11H8"Anneatedtaass e 0048• PVD INTERLAYER 7+4t - size width HetOrn Aradiora DP+) *) - * ) M9 �?'t- DP() D"toenc PVD by Dt•aDaT a sane" PVD by Esstnon O+ekcol Do. °'t0' - Code .. n ._. n) HoadfSiD Jamb . Psf .)N:i PSf . ps _ PSI PSf PSF pst- _+i Id od 3 1/e• WMALED class 12 19.125 28 2 2 59.0 59.0 70.0 S20 70.0 820 70.0 73.0 7aO 73.0 13 18125 38.375 2 3 59.0 6.9.0 700 820 70.0 820 700 73.0 70.0 73.0 8 18 LAMINATED GLASS COMPOSITION •- TYPE B 14 W 14 18126 60.626 2 4 6D.0 59.0 70.0 820 700 820 70.0 73.0 70.0 73.0 ® 16 18126 63 2 5 69.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 regia 08SCRMTrox DBTA¢ /I6 (a 18 18125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 S20 70.0 73.0 70.0 73.0 l ire• BEAT-SlI MMtTENED Glass e m4D• PVB INFCR Alfa GLA ING ITE FC32 28.6 26 3 2 580 59.0 70.0 820 70.0 Sze 70.0 73 0 700 73.0 Son" PVB by Eastman twat Ca ot•o• 8/18" LamLIflfAHL � H33 28:5 38.375 3 3 59.0 59.0 70.0 620 70.0 820 70.0 73.0 700 73.0 3 are• NEAT-STRCNMDENED Glass H34 2&5 50.825 3 4 me 59.0 70.0 820 70.0 820 70.0 73.0 700 73.0 48 H3528.5 63 3 5 58.0 59.0 70.0 820 70.0 820 70.0 73.0 700 73.0 18 LAMINATED G1A33 COMPOSITION - TYPE C 13 69.0 700 820 70.0 820 70.0 7&0 p H38 28.5 74.25 3 6 590 70.0 7&0 rrea DNSCRWeto8 DSTAIL U 22 37 28 3 2 me 60.0 70.0 820 70.0 820 me 730 700 73.0 1 Ire• NEAT-STRDOfTEN£D MASS e 00W INTERLAYER - - 23 24 37 37 39375 50.625 3 3 3 4 59.0 500 me Sao 700 70. 0. 820 82 0 70.0 70.0 82.0 82.0. 70.0 73.0 70.0 7&0 700 0 700n.0 73.0 .0 SentryGloss Interlayer by DuPont- 0.tte• - 28 37 83 3 s -. 59.0+ 63.0. � 70.0 820. TOG �. 820. 70.0 73Q 70.0 •73.0 3 1/D• HEAT-STRENGHTEN£B BLABS 28 37 74.25 3 5 59.0 Me 7aD 820 = 14 202D 24 24 2 2 59.0 59.0 Tao o ' 70.0 820 Tao 730 -70.0 730 9/16 2030 24 38' 2 3 ysa0 XG 70.0 82.0 70.0. 820' 700 73.0. 700 73.0 8 -POS = 1YPB D 7 1'LAMINATED GLASS COMITION GLA ING ITE ' j•i ' 2040;::: 24 48 2 4 59.0 59.0. 70.0 .'820 .70.0 S20.: 700 7&0 700 73.0 7/18" Laminated ' . 2060 - _ 24 80 2 5 5.9.0 58.0' .0 8201• 700 -730 70.0 °'.73.0 area DP'PION ..DerAa ..y . 2� 24 72 2 5 69.0 69.0 Sao 620 70.0 320 70.0 73 70.0 _ 73.0 1 3116• ANNEALED GLASS _ e 0040• PVR MTERLAYER aaz 16 � 30 24 3 2 59.0 53.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 Sane" PVD by Eastman Etmntcal Ee. �� 13 28� 30 38 3 3 68.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3 SAW ANNEALED GLAss 2640 30 48 3 4 59.0 59.0 7o.G 820 70.0 820 70.0 73.0 70.0 73.0 0) 2W 30 So 3 6' 59.0' Sao 70.0 820 70.0 8201 70.0 73.0 70.0 73.0 11/16' LAMINATED GIVE COMPOSITION TYPE E i260030 282D 32 72 24 3 3 5 2 59.0, .::.680. rAo, 500 .70.0 1 70¢ 1 820 _ 820. 70.0 70.0 820. 1 820 70.0 73.0 70.0 73.0 70.0 •70.0 .73.0 73... reea DB>xaapazoiV DZTaa 2830 32 38 3 3 60.0. 59.0 70.0 820 70.0 820 70.0 73.0 700 73.0 s 1 Ire ANNEALED tLns a 3040• Pvs MTERLS� -- 2840 32 48 3 4 89.0 59.0 70.0 820 700 820 700 730 70.0 73.0 Sane" PvS by Eostmn Dwnket ea ® 414-14 28M 32 8o 3 6 680 680 70.0 820 70.0 Sze 70.0 7&0 700 73.0 3 are• ANNEALED BLASE - 9/16 2880 32 72 3 6 69.0 59.0' 700 820 70.0 820 70.0 73.0 700 73.0 e 1/4• INSULATED Ata SPACE GLA UNG BITE 3020 38 24 3 2 500 59.0 70.0 820 70.0 820 700 730 70.0 73.0 s tre• AIRWALED Mass It/18' Laminated/Inadated 3030 38 38 3 3 we 69.0 70.0 820 70.0 820 700 1 73.0 70.0 73.0 3040 38 4e s 4 Sao 500 100 820 70.o 820 70.0 730 700 730 LAMINATED GLASS TYPES GLAZING OFTION Z s6 so 3 s Sao s3.a Tao S2o 70.0 520 Tao 730 Tao 73.0 306G 38 3 s I we 59.0 Tao 820 - DETAILS P(t01x=RBvM ascP4Inewith9feFt�l60 • • • • • • • • • • • • nccepaanoo� 2�C.16� • • • • • • • • • <y. Miem' Dl • • • • • • • • • • • • P�LDteDjBPt. s, ReNttan Dean A ReeTead to w �f0 EGD �� ON � T ltl) LPN , a Renesol amt R4910104 to Owl D of T Ne.EDLEY, (306Z)gIDA a8a-8880 3D788 QDALPri A!AlA7DDM 87DD01S ADD t1edSS DOW • • • • • • • a ? � d e Dtov CAtn Pout Clem Pial O.ADeM &.t t&.dta D R -b A ••• • ••• • • • • ;: NDAY 11== • • • • • • • • • • ` -� °.T r, e i °sa"" IV N. BRAW ° /aP/DB Series: 3200 Outswing Impact Casement Window • • • • • • - t}�, ), 1...,` 0 e uaw Ds IL NRA3o Aa A4 GLASS & DP CHARTS AND GLAZING DETAW FOR "X" UNITS ($9r�( �1�/�3' kt� a'� DMebw t.wtr Bmfu PYodw DU DVAt.n a®ep Dm"e.n sYW DATE s 1rt' ��a a-ot 13200-0�1 s OP Y ••• • • • • ••• • • ddetititt • • • • • • • • • • • •• •• • 0.0 • •• •• ••• • • • ••• • • 5/18' LAMINATED GLASS COMPOSITION TYPE A CPU DESCRUITION I WO' ANNEALED GLASS DETAIL 0090' PV8 INTERLAYER 0vt6dtQ Pv,CUP= W !"East"n t Su"ex PVS -1cherkAl Ca 3 JA' ANNEALED CLASS f is LAMDIAT D GLASS COMPOSITION Z TYPE rlffw— ITSM DBSCRI"WN DETAIL I IM HEA7-STRENMEWD CLASS �—==,g A OAW INTERLATER S�Vym". Interlayer by DuPont 1 1 3 1/8' NEAT-STRENGHTENED GLASS`.. hmactCa=mntVWmbw : : V: * 0 0 * *90 ++70.0 :Fi A. Reemd to Cam* w �8. Renftvl OW RQ ev N. ERhZO 9.4"11 so N. MUD B "N' I GIE637VP9"W I GIONTYP'V' I GIMII"V' 1 08 Gas I aWKS.Gass-Wil I 5MV'HS.Q=4W I 7M8"ft=WQR69 I llMV' sx�reaalluDla y O&d LA I N.W. SO ST. WSON &"MEVtff.(3FU 33168 RIZIS. Xl,.Tc:.) FH No. 698-6650 MANAFACT1401 OF qVAUff ARAVRAW WINDOWS AND SUSS DOORS Series: 3200 Outswing Impact Casement Window GLASS & DIS CHARTS AND OLAMG DETAILS FOR *)a -Ox -=l UNITS , 44—MS&MO-OMM-0, `13800-08 01 °Aik0 or 7 • T/Is' LAMINATED GLASS COMPOSITION- - TYPE ID GLA" 7/1 Ir rim oswmwx 3ew ANNEALED CLASS 0=* PVR INTEMAYER +i 16 13 Sones PVS by Eovtnem Che.SW Co. 3 ANNEALED CLASS O 11/16' LAMINATED GLASS COMPOSITION TYPE E a"i 088C61PTWN DETAIL I I.Ir ANNEALED MASS 8COW PVS INTERLAYER14 51 S*fW. PVB by Eftatmn 0*4=1 CU4. 11W AMEALED GLASS 9/16 -3 4 V4' INSMATO AM SPACE �4 GL ING ITE 5 118' ANNEALED GLASS IIIIW laminat"AnsulaWd LAMINATED GLASS TYPES GLAZING OPTION DETAILS hmactCa=mntVWmbw : : V: * 0 0 * *90 ++70.0 :Fi A. Reemd to Cam* w �8. Renftvl OW RQ ev N. ERhZO 9.4"11 so N. MUD B "N' I GIE637VP9"W I GIONTYP'V' I GIMII"V' 1 08 Gas I aWKS.Gass-Wil I 5MV'HS.Q=4W I 7M8"ft=WQR69 I llMV' sx�reaalluDla y O&d LA I N.W. SO ST. WSON &"MEVtff.(3FU 33168 RIZIS. Xl,.Tc:.) FH No. 698-6650 MANAFACT1401 OF qVAUff ARAVRAW WINDOWS AND SUSS DOORS Series: 3200 Outswing Impact Casement Window GLASS & DIS CHARTS AND OLAMG DETAILS FOR *)a -Ox -=l UNITS , 44—MS&MO-OMM-0, `13800-08 01 °Aik0 or 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • 9 A. •• •• O FRAME IN -POST RAIL 1.21 VEW W& 4" ' a 2�-�g8o x 1 t 4' i 6063-T6 ALUMINUM P N•/PiiR S!!S j FRAME HEAD [-1.235 I �2 Q"N v 7 I L-9001 /P79LildS IPAIL 6063-T6 ALUMINUM , ! ---vaaT 2,250 IL i - OA82 2.312 m ..�---------- .082 O.gaZ I � 1 oez 4'�ktrf .oat ' I = ANCHOR CLUSTER ! <HEAD/SILL TYPICAL) YEttT ,,rV,,B 797 FRAME O 1 INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DEN+ 6 7 8 t 21 500 —1.875-5 �T RAIL FWWE WPOST 0.062SEE NUCLEON APPROVALS FOR6063_ E SILL / IAMB:- 1-T6 ALUMINUM MULLION TYPE, S12E AND NAX. 02 DESIGN PRESSURE LIMITATIONS. ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, E CASEMENT WINDOW OR. MULL IfIALL GOVERN 2.250 .0$2 - - .. .2 ..1/4' WX.. , .. SHIM - . 0.082 - # 12 S.N.§: X t 1/4" L. SEE ELEV. FOR ' SPACING FRAME SILL 2.399 use t. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 0.078 47 FRAME SHEAR PIATE LL9007 2340 2. METAL STRUCTURES: (STEEL OR ALUM. 1/8" NIN. THICK) A) STEEL Fy 36 KSI MIN. 6063-75 ALUMINUM tats --ASSEMBLY B) ALUMINUM : 6063-T5 MIN. 4 - to x t 1 4` 1.231 . p.„. SMS ALUMINUM SNUBBER S R�-IM%,ETER 3B WINDOW FRAME FRAME 'OST DETAIL �� Q 603312 a3n 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAL,I. FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CLIP •094 11 L-9008 FIXED LITE MOUNTING BRACKET ,sem y3iig30iINtLaylsrtd6 1108 8063-T6 ALUMINUM 0.1 0.094 �( A70 L-3005 8gppgg�� p� g�� • •• •-'1 T6 UM iM • •• • • • • • • • • ptenaa No I - A ptnesN fthatbn Date Iti By 0.070 • • • • • • ! • • MImn 2794 • ! • • ! !!• • +478 • ! • • • • • • t5 SdJdg nEt'r �B 12 GLAZING HEAD 1� GIAZENG H) 48 GLAZING BEAD o, '' _ %' A. 204W to C—* . 2010 FRC �� ® ]� % t NS B' B:60o0 oral Re"o to Sheat 6 &sot 7 6/l8" Laminated L-3010 or L-7708 11 18' iaeutat-W mtnaled L-3011 o LH-! 9 ! 7 6" LauS[naled L-3009 or L[I-168 • ! •-• d 1 W 225 ( [ ,( 66 1VD i7E IhTc. P1t Na'( 98u-Bt8660 NAMPACIMUM eF QWd7rr AWNMON AWDONS AND Cum DDOBS 8083—T5 ALUMINUM 6083—Ts ALLIMINU �—� �} D+1�+ P = Amo Cu. PoN a— Asd &*Sww BeeW/NOCetr Nim D�la+�un H RMMm (+ ASSMY Lr •!• • 2915 ! •• • • • • 1. i • •• > Ca m �, ,: y; �` D" N. ERMd°a m oe Series: 3200 Outswing Impact Casement Window os9t • • • • •.. +' 3 e.d.eea r •; � R . + �"� R. ERMvaryu/14 EXTRUSION CROSS-SECTIONS. & AS4EMHLY DETAILS opo o.6ee ns Dees ''} °` DATE d«d sm B AeSW Ad a ae rs2oo-Oei�on-o1 �" L32Qo-0eo1 T' -,or, 9 or Y ••• • • • • ••• • • • • • • • • • • • • • •• •• • 9 A. •• •• El St t B & L REALTY HOLDINGS, LLC OCT 4 2014 t ;APPROVED I BY ( DATE I ZONING STRUCTURAL i' ELECTRICAL aGt 9/Z a4gr4� PLUMBING MECHANCAL B'•- DG. I �'— ("/ �/' � Uok6'T TO COMPLIANLE ViITH ALL FEOER?L, dATE IND COUNTY RULES AND REGULATIONS INDEX OF ARCHITECTURAL DRAWINGS SHEET DRAWING TITLE A-0.0 COVER SHEET A-1.1 SYMBOLS AND ABBREVIATIONS A-2.1 GROUND FLOOR PLAN A-2.2 GROUND DIMENSION FLOOR PLAN A-3.1 ENLARGED FLOOR PLANS A-4.1 DOOR SCHEDULE DRAWN BY: MJA 10.13.14 owa sneer. we. A-0.0 1 • a' 06 Le DRAWN BY: MJA 10.13.14 owa sneer. we. A-0.0 1 0 SYMBOLS ABBREVIATIONS = 1111111 ADJ ADJACENT HDWR HARDWARE AFF ABOVE FINISHED FLOOR HORIZ HORIZONTAL FALIGNI ALIGN FINISHED ^ REVISIONS SURFACES fes) ALT ALTERNATE HT HEIGHT BLDG BUILDING HVAC HEATING, VENTILATING, # ELEVATION N NORTH ARROW BC BELOW CEILING AIR CONDITIONING A # BRG BEARING HW HOT WATER BR BRICK INSUL INSULATION BS BOTH SIDES LT LIGHT O WINDOW #FLOOR TRANSITION BTW BETWEEN MAT MATERIAL BW BOTH WAYS MAX MAXIMUM CAB CABINET MECH MECHANICAL 0 SECTION (E) DENOTES EXISTING CJ CONSTRUCTION JOINT MFR MANUFACTURER A-00 CL CENTER LINE MIN MINIMUM CLG CEILING MIR MIRROR ROOM NAM! ROOM/ FLOOR INDICATOR (R) DENOTES RELOCATED CLKG CALKING MISC MISCELLANEOUS ROOM NUMBER CLR CLEAR MTD MOUNTED COL COLUMN N/A NOTAPPLICABLE CONC CONCRETE NIC NOT IN CONTRACT B.O. CEILING o.oa CONST CONSTRUCTION NRC NOISE REDUCTION CEILING HEIGHT FLOOR HEIGHT EL. +0'0" A.F.F. CONTR CONTRACTOR/CONTRACT COEFFICIENT CTR CENTER NTS NOT TO SCALE DBL DOUBLE OFCI OWNER FURNISHED, DEMO DEMOLISH/DEMOLITION CONTRACTOR INSTALLED DF DRINKING FOUNTAIN OFOI OWNER FURNISHED, • • DIA, DIAMETER OWNER INSTALLED • • • • • • • V DIM DIMENSION OPP OPPOSITE • • • • • • • J • • DN DOWN PB PANIC BAR • • • • • • J *004 DR DOOR P LAM PLASTIC LAMINATE •• 000006 0 � DTL DETAIL PERP PERPENDICULAR • • • • • Z F• • DWG DRAWING RB RUBBER BASE 0000 0 b DWR DRAWER RCP REFLECTED CEILING PLAN • • • • • Q FW„ •w • (E) EXISTING REC RECESSED • • • • • _ =� EA EACH RECEP RECEPTACLE go*** • J H m EL ELEVATION REFR REFRIGERATOR • UK• EQ EQUAL REV REVISION o • • W LL ^ • RO ROUGH OPENING/ROUGH • • �j+ • EQUIP EQUIPMENT J �/G•9 E.T.R. EXISTING TO REMAIN SCHED SCHEDULED 06 ft m y (F) FUTURE SIM SIMILAR STD STANDARD FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER SYST SYSTEM(S) CABINET TBD TO BE DETERMINED FF FINISHED FLOOR/ FACE TEL TELEPHONE FIN FINISH TH THICKNESS FIXT FIXTURE TME TO MATCH EXISTING e FLR FLOOR/ FLOORING TS TUBE STEEL FLUOR FLUORESCENT TYp TYPICAL FO FINISH OPENING LION UNLESS OTHERWISE • FOB FACE OF BRICK NOTED FOC FACE OF CONCRETE VAR VARIES FOM FACE OF MASONRY VCT VINYL COMPOSITION TILE FOP FACE OF PANEL VENT VENTILATORIVENTILATION EFOS FACE OF STUD VERT VERTICAL FOW FACE OF WALL VIF VERIFY IN FIELD FR FRAME W/ WITH FURN FURNITURE W/O WITHOUT GLS GLASS WKSF WORKSURFACE 4 GWB GYPSUM WALL BOARD GYP GYPSUM DRAWN BY: MJA 10.13.14 MY6 exrEr. x•. A-1.0 2 it I BR #1� BEDROOM #1 BEDROOM #2 4QBENCH (-� BR #2 �N LIVING DINING ROOM AREA I I I I FOYER — ----------- KITCHEN ---KITCHEN O0 GARAGEm 00 .n K- i IK i I I i ---II o II ---� tr w _Ground Floor Plan 3/16" =T-0" FIELD VERIFICATION a 111 111 FIELD VERIFICATION' THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. 13 f�e�ioc v�taca�, J*1k I--!S��r�,l "sem-i• �'t i X1"'1 �.�' I on�'t3r.9 �"'1 1• r' s ��r-3#t�'d � {.9'�'i BEDROOM #3 \,,,-7NORTH �' ' pAT �+rz oo S 411- 1 a-�d ,� iZ.G,�r,o„G .Uci '�"► �t r-r�ci G✓ i G 1 : J •o6• • • :so:** ..••• . • .. .....• ZjL 6 .... G •• .66.•0 • J D •{�• p W •r 0w it • • • 0w s • "o 9i O J cam 0 m�1i ce DRAWN BY: MJA 10.13.14 A-2.1 3 Does • 0066 0 •6. •6. 6606 66 ..66 . .00 . • . , 2'-5" i BEDROOM #1 N co .p v, N N LIVING ( , Ground Dimension Floor Plan 3/16" = 1'-0" ADD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. Z l/2' 11'-0 1/2" BR # 40 Xa is 'LQ V, C3 `1+ BEDROOM #2 Ne+l e- J. 46 ROOM -� N Q O 1/2" DINING AREA • BEDROOM #3 w 10'-10 1/2" 64" 9'-4" 00 w GARAGE N 0 00 0 KITCHEN N o c r i w NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.EI PROTECTED RECEPTACLE - - PUT D/W RECEPTACLE UNDER SINK. ..�. ALL FIXED APPLIANCES ON DEDICATED CKTS. BATHROOM RECEPTACLE ON 20 AMP CKf AND G.EI PROTECTED NORTH 3 DRAWN BY: MJA 10.13.14 01Y8. 8HFE7.Na A-2.2 4 r.•.• • • .••.• 0000. 0•.• • . 0000 0000• • 0.000 • 0000• • 0000. •• • J 0000 • 0000.. � 0000 a 0000 Z i:;• p '0000' 4K .� 0 0000.••Z o w � Q 0000• = 411~0►" � v y w 0000• � J •• LL a N Lu DRAWN BY: MJA 10.13.14 01Y8. 8HFE7.Na A-2.2 4 r.•.• • • .••.• 0000. 0•.• • . 0000 0000• • 0.000 • 0000• • 9 TUB SHOV H EAC SHOV CONI n ENLARGED BATHROOM #1 FLOOR PLAN 1/41' = 1'-011 SHOWI DRAIN SHOWI HEAD SHOW[ CONTE n ENLARGED BATHROOM #2 FLOOR PLAN U 1/41'= 1'-0" UPPE SHEL KIM ISLm COUP TOP SUPP WALL FOR ISLAM n ENLARGED KITCHEN FLOOR PLAN 1/411 = 1'-0" .• 606.9, • •9.0.0 • • 6666 6666.. ,0666. pLY . G PIANS - Approved Da x""i`�+6666.. a- Disapproved Date, s je� q w- DRAWN BY: OIJA 10.13.14 7 sum.w. A-3.1 5 6666 • 0000 • 0000 • • ,6666 I • a I 1� 1 1 1 1 Door Schedule $11 Ex �S-r'►nl to `Donl� 'rz3 iZ�l-�A Door Opening Door Number Frame Type Type Manufacturer Comment Remark W H ko �1''a11 - ExNS T iN!a SJC�bi2 � aLEp?gif.l i'Q 2 �.�-''Di1 (pl_$11 METAL, VVI-41Tt Mpq$pt�11'i� IM��`� M ►NISI. -IND O1$ ` Ivo A F1... P q 59 - Q c1 • s • • J• • •..• Z • • ecs . J= • •��• J LLG 06 e a 9 S y� Z E 2 MwWl�xe DRAWN BY: Author 10.13.14 ..a wrer.x. A- 4.1 6 $11 Ex �S-r'►nl to `Donl� 'rz3 iZ�l-�A WINDOW INSTALLATION o o AS PER MANUFACTURER i i CONT. SEALANT W/ BACKER ROD FOR ENTIRE PERIMETER OF UNIT STUCCO GYPSUM WALL BOARD C.M.U. WALL HEAD, SILL DETAIL HORIZONTAL SLIDING WINDOW DETAIL SCALE: N.T.S. Slider Window Section Not to Scale GROUT SOLI" AS REQUIRE STUCCO JAMB DETAIL HORIZONTAL SLIDING WINDOW DETAIL SCALE: N.T.S. Horizontal Slide Plan Detail Not to Scale FIELD VERIFICATION . GYPSUM WALL 1 1111111 BOARD FIELD VERIFICATION: I THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT C.M.U. WALL AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. GROUT SOLID, AS REQUIRED Window Schedule w INt:` V'00c$b F�(2�S`�Si.t��S 4-0,4- —4318 Window Number Window Opening Frame Glass Manufacturer Comment Remark W H 1 -12 " 30 5/g1' 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 2 7 Z" 50 Qr6l' 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 3 .12i' 50 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 4 -7 -x'-5O 51�5u 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 5 50 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 6 S 01 • • • • •• 3" WHITE CLEAR LAWSON -1-100 PL4-L viF-W J7 V(, NEW WINDOW - NOA# 12-0127A(l 7 `3"1 '� 50 5/g" 3" WHITE CLEAR LAWSON 8700 1 CAs9t-1t� T iHANAWINDOW "XO" NEW WINDOW - NOA # i -1-11-1. 8 SIB" 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 9"1 B " 3$ �$ 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 10 615 t$o TE E3"W:H CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 11 53" 5/8, TE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 12 el s} " 322t 3" WHITE CLEAR LAWSON F109120t47A A0"1 W4 W)Nbaw "X ` NEW WINDOW'- NOA # 12-0127.16 13 3-7 " 3�, 3�r�e 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 14 '90'o 64" 3" WHITE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "01C" NEW WINDOW - NOA # 12-0127.08 NOTE: THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT PRODUCTS TESTED AND PROPOSED FOR WATER, AIR, IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCOLS TAS -201, 202 AND 203 FOR LARGE MISSILE IMPACT WINDOWS. ALL HARDWARE AND FASTENERS SHALL BE IN ACCORDANCE WITH MANUFACUTERS SPECIFICATIONS. BUCKING, OPENINGS AND BUCKING FASTNERS MUST BE DESIGNED AND INSTALLED TO WITHSTAND LOADS AS DETERMINED FOR EACH APPLICATION. I 1 1 1 Horizontal SlideDetail DRANMBY: LC 2014.10.13 A 1 m Not to Scale A- 5.1 ••••• • .•••.• to , ••..•. Z i �• 0 • •••••• • • O W .•••Q •• •• o ••... } • • J �y M • • • • •• q J W Uj y , ^ y p� g c2 mtYe�i� S I 1 1 1 Horizontal SlideDetail DRANMBY: LC 2014.10.13 A 1 m Not to Scale A- 5.1