The URL can be used to link to this page

WS-17-2326Permit NO. WS-9-17-2326 Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe Permit Type: Windows/Shutters m ` t Class' :cation: Window/Door Replacem Permit Status: APPROVED sue Date:10/5/2017 Expiration: 04/03/2018 Parcel Number Applicant 10109 N MIAMI Avenue Miami Shores, FL 33150- 1132060131510 Block: Lot: LINA GOMEZ Owner Information LINA GOMEZ Address 10109 N MIAMI Avenue MIAMI SHORES FL 33150- 10109 N MIAMI Avenue MIAMI SHORES FL 33150- Contractor(s) MDV GLASS Phone (305)399-1099 Cell Phone Phone Valuation: Total Sq Feet: Cell $ 18,000.00 0 Type of Work: REMOVE ANDA REPALCE IMPACT WINDOWS No of Openings: 18 Additional Info: Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $10.80 $4.20 $2.80 $3.60 $280.00 $15.00 $14.40 $330.80 Pay Date Pay Type Invoice # WS-9-17-65181 10/05/2017 Check #: 1519 $ 280.80 $ 50.00 09/28/2017 Check #: 1518 $ 50.00 $ 0.00 , Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, - = G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: /� all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin. ��n'•*'� -. re I authorize the above -named contractor to do the work stated. Orr Authorize Signat e: Owner / Applicant / Contractor / Agent October 05, 2017 Date Building De • artment Copy October 05, 2017 1 3os- 48 7- 2zos BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED SEP28 2017 FBC 20I`� r Master Permit No. 2 A2_ Sub Permit No. ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: /M(O ! A 11/ / /444Y1' City: Miami Shores County: Folio/Parcel#: ! 1-'3206 - 0/3 - /S/ o Occupancy Type: Load: Construction Type: Miami Dade ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 33/ 5V Is the Building Historically Designated: Yes Flood Zone: NO X BFE: FFE: OWNER: Name (Fee Simple Titleholder): L/A/4 a/1'F2 Phone#: 3OS- SL'1- 1370 Address: l o i 09 Al. Hi 4/1/ /-• g- City: /''/ 414/ -,ems, 5 State: Zip: 33/30 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:14/W 6'f!,o-s.---"N , Phone#: ?af =3 `l ' , v19 Address: 3/ 3 6 Hou-yw (IN 6CL/J City: /i Z. 4" ' 19 State: PC. Zip: 3- vZ-" Qualifier Name: j)A-1-1/1)-4, /A-47rl Phone#: 30S' 3q cI' /v 99 1,.� State Certification or Registration #: (.C_. ar gij74 Certificateer��of Competency #: DESIGNER: Architect/Engineer: £,dam FA/(,-//J/G A211O6 C 1tOOP Phone#: 30S 5 9 e/33 Address: 34.01 /l/u) J 2 /W9 City: ,Po/41-C- State: / ( zip:33/22 q� Value of Work for this Permit: $ / d' 000 — Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace n Demolition Description of Work: Zr NOL/ / gi-not-- /fl f.4 r Wi otd-PC .s (I ) tAons (3) L)/ 3,e.A.) > Al-'44pre 4 dievit G-e #& .. Specify color of color thru tile: Submittal Fee $ 503 /0 Permit Fee $ €2-8V ' 00 CCF $ 10- g0 + co/cC $ a A Scanning Fee $ IS Radon Fee $ Z - BO DBPR $ 4 F - Notary $ Technology Fee $ 14 .40 Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ 4b0 Double Fee $ Bond $ TOTAL FEE NOW DUE$ �ij�'3"0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 7;�.� �. r48-2-O Mortgage Lender's Name (if applicable) Mortgage Lender's Address City - State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO -OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR`PROPERTY2 IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."4. - a T 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 app 'ved and . reinspe 'on fee will be charged. 1 Signature The for: going inst u ent was acknowledged before me this • / ��✓ ^^� day of -✓/Gj.2 ,20 , by /(//4 /v/./ Signature 9 i CONTRACTOR The foregoing instrument was acknowledged before me this ja?a"t day of %y14,iy 6j,1 x `20 /j2- , by p�jA/.4 gc9/11f Z , who is personally known to /14-1(4 i/14 . , who is personally known to me or who has produced as me or who has produced 1 as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: • NOTARY PUBLIC: Sign: r/t;' Sign: ./v /, Print: / yr. A•�ei'serlam✓ 4,7X Seal: ************* FRANCISCO A. SANCHEZ fir• ,.- •Y NOTARY PUBLIC • igp,,:, STATE OF FLORIDA �� - Comii FF911622 430E4fir** expi APPROVED BY ( Print: .172;7,4' ' � 4/4/7. Seal: FRANCISCO A. SANCHEZ NOTARY PUBLIC ESTATE O��FppFLORIDA Expires 9/16/2019 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-1510 Property Address: 10109 N MIAMI AVE Miami Shores, FL 33150-1249 Owner LINA GOMEZ Mailing Address 10109 N MIAMI AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2 / 0 Floors 1 Living Units 1 Actual Area 2,086 Sq.Ft Living Area 1,600 Sq.Ft Adjusted Area 1,843 Sq.Ft Lot Size 12,350 Sq.Ft Year Built 1950 Assessment Information Year 2017 20161 2015 Land Value $277,748 $277,748 $211,124 Building Value $102,839 $102,839I $103,696 XF Value $35,051 $35,400 $23,442 Market Value $415,638 $415,987 $338,262 Assessed Value $347,782 $340,629 $338,262 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $67,856 $75,358 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 13 LESS N5FT & LOT 14 BLK 11 LOT SIZE IRREGULAR OR 13008-1559 1285 1 Page 1 of 1 Generated On : 9/28/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $297,782 $290,629 $288,262 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $322,782 $315,629 $313,262 City Exemption Value J $50,000 $50,000 $50,000 Taxable Value . $297,782 $290,629 $288,262 Regional Exemption Value I I $50,000 $50,000 $50,000 Taxable Value . $297,782 $290,629 $288,262 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/06/2013 $335,000 28623-3516 Qual by exam of deed 08/28/2008 $300,000 26567-1034 Sales which are qualified 06/01/2003 $210,000 21412-4740 Sales which are qualified 12/01/1985 $84,000 13008-1559 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax rot. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/28/2017 al' WI te' 11- 4A5- ?-17_ Z?a 6 . Ok,g1 Eastern c Engineering Group TO: Building Official FROM: Gonzalo A. Paz Structural Engineer, FL Reg. No. 60734 DATE: January 29th, 2018 RE: 3401 NW 82nd Ave. Suite 370 Dora!, FL. 33122 (305) 599-8133 info@easterneg.com www.easterneg.com Structural Certification Letter for Windows and Door Installation. Project Name: 10109 N. Miami Ave 10109 North Miami Avenue, Miami Shores, FL 33150, United States Drear Sir/Madam, On January 29th, 2018, our firm inspected the windows doors installation at the the above. mentioned project. At the time of inspection all the windows and doors were already installed. The anchor location were still visible and they looked properly installed. Some anchors were randomly removed in order to check the embedment and diameter. As a result, all the anchors checked had the requirement shown on plan and approved documents. The wood buck installation was not visible at the time of inspection. The contrator provided an acces hole to check the presence of the buck and also some pics showing its installation. As per pics, the wood buck was properly installed. Please, accept this letter as a certification that the windows and doors were installed as per approved plans and documents. As a routine matter and in order to avoid possible misunderstanding, nothing in this certification should be construed directly or indirectly as a guarantee of any portion of the structure. This certification represents an accurate appraisal of the present condition of the portion of the building inspected, based upon careful evaluation of observed conditions and to the extent reasonably possible. There was no destructive testing done at the building and none of the covered structural mer lfi'iLb8ltft1 , isually inspected. If you have any adititrrakgottti iaibico�rnments, please do not hesitate to contact me at: (305) 599-8133. * ' No 60734 re • • Thank you. :MAR 1 2 18 cc: U.� ` Very Truly Your STAT !OF Gonzalo A. Paz 1fsi''s%'•• ...•' �G Structural Engineer "r i 'ViA tt",`t44 Eastern Engineering Group. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled • ent: Qua ifier/Owner Signature Date Print Name RICK SCOT% GOVERNOR 'STATE OF FLORIDA DEPARTMENT .OF BUSINESS AND PROFESSIONAL REGUt:ATt CONSTRUCTION INDUSTRY LICENSING BOARD The -BUILDING CONTRACTOR NaR ed„below IS CERTIFIED: Unger' the provisions of,Cha ter 489 FS. Expiration- date:: AUG:31;x2018 ISSUED: 06/29/2016 KEN LAWSON, SECRETARY DISPLAY AS REQUIRED BY LAW SEQ # L1606290000546 014333 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS ISNOTABILL - DO NOT PAY 7167076 BUSINESS NAME/LOCATION MDV GLASS 20200 NW 2 AVE STE 402 • MIAMI GARDENS FL 33169. OWNER MUNDIVEN CORPORATION Worker(s) 4 RECEIPT NO. RENEWAL SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 7445584 EXPIRES SEC. TYPE OF BUSINESS 196 SUB -GENERAL BLDG CONTRACTOR PAYMENT: RECEIVED CBC1259496 SY TAX COLLECTOR $45.00 07/18/2016 CREDITCARD-16-041626 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector A RIOF CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD/YYTY) 09/22/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Gil & Associates Insurance 9485 S.w 72 St Suite A-120 Miami FL 33173 CONTACT NAME: David Gil tacNN , Extl: (305) 279-7665 FAX No): (305) 279-9705 ADDRESS: dgil@gilinsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Evanston Insurance Company INSURED Mundiven Corporation dba MDV Glass 20200 NW 2 Ave 402 MIAMI GARDENS FL 33169- INSURER B: PROGRESSIVE AMERICAN 24252 INSURER C : Amtrust Insurance INSURER D : Scottsdale Insurance Company INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUER WVD POLICY NUMBER POLICY EFF (WM:HMV) POLICY EXP /Y (MM/DDYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 3AA133518 05/11/2017 05/11/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE TO PREMISES (EaENTED occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL&ADVINJURY $ .1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE X LIMIT APPLIES MT- PER: LOC PRODUCTS - COMP/OP AGG $ 1,000,000 $ B AUTOMOBILE _ LIABILITY ANY AUTO AL OWNED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS 01683613-4 06/18/2017 06/18/2018 COMBIaaccideNEDnt)SINGLE LIMIT (E $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE EZXS1011012 05/11/2017 05/11/2018 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 $ DED RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N N / A AWC1072403 10/08/2016 10/08/2017 X STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 D Commercial Inland Marine CPS2651532 02/09/2017 02/09/2018 Limit: $250,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Contractor License # CBC1259496 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 ne 2nd Ave MIAMI SHORES FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Engineering Group Wind Load Certificate Projec Addresu: 1O10SN.Miami Ave, Miami Shores, FL, 331S0. High Velocity Hurricane Zone - Miami Dade: 175MPH Building Height: 15 Ft 3401 Nw82ndm= Suiteum o*��FL. aa12o <305>59oo133 mmweW,erno&Cor'n °°w.=sterneuxom Cub*goryU Exposure C Inclined Roof Effective Wind Area | y Zones 4&5Walls Positive Pressures An °° | ° / o,, . op^°°~��o � °t^ / ^^" . Zones 4Walls Negative Pressures (PSF) � Zones 5Walls Negative Pressures (PSF) � , '406 '39.8°°°°°39.3 °46898 | '53.6 '50 | ~47.9 ` '46.4. -*3 -4143 | ° '° °°°.00 .°°° ° ° ° ° 'Lenght of End Zone (Zone 5.):O1ofleast building width orO.4 building height, whichever is smaller but no less than 3feet -This tables are not be reduced without written permisson by Easter Engineering Group. �. \\)|/// No 593g$ Prepared 7 Alexis Martinez, PE - Lic No: 80430 Cert. Atho,iza ionNc26855 9/13/2017 J... CowSUtTw .,.A.^,. L`C CLIENT NAME: LINA GOMEZ PROJECT NAME: LINA GOMEZ RESIDENCE Mm.e s"' " -• „� PROJECT ADDRESS: 10109 N. MIAMI AVE MIAMI SHORES, FL 33150 FOLIO #: FOLIO 11-3206-013-1510 TOTAL GLAZING AREA 393.83 SQFT ., - NOA# / FLU - --- - "'" _ -• "SERIES", COMPONENT TYPE - _ � '"""' + '•' # OF r OPENING ' ; EFFECTIVE. IN)HEIGHT WIDTH.IN) ; SPAN /.a, HEIGHT IN . DRAWING 7r } ALLOWED. SF .+Pd PSF ALLOWED `; CONTROL / = GLASS TYPE _ '� REQUIRED :'+Pd PSF) - REQUIRED -Pd(PSF, SECTIONS WIDTH(IN) ;- ...jNOTES p y _ -- - Pd PSF W-1 17-0222.14 1 HORIZONTAL ROLLER HS-8700 I.M.I. 2 74 37 38 Bronze Frame/ Clear Glass/ OX 65.0 65.0 3/8"Lami 4 40.1 43.5 OK ' W-2 FL 19053.1• 1 1000 ALUMINUM FIXED L.M.I. 1 104 104 50 Bronze Frame/ Clear Glass 70.0 70.0 7/16"Lauri I 4 I 40.1 43.5 OK W-3 14-0926.14 1 S-400 OUTSWING ALUMINUM CASEMENT L.M.I. 1 37 37 38 Bronze Frame/ Clear Glass/ X - 70.0 70.0 11/32"Lami 5 ' 40.1 53.6 OK W-4,5,13 17-0531.05 3 4200/6200 ALUMINUM FIXED L.M.I. 1 37 37 . 50 Bronze Frame/ Clear Glass 68.0 68.0 5/16" Lami _ 5 40.1 53.6 OK W-6,8 17-0222.14 2 HORIZONTAL ROLLER HS-8700 L.M.I. 2 74 37 50 Bronze Frame/ Clear Glass/ OX 65.0 65.0 3/8"Lami 5 40.1 53.6 OK W-7 17-0531.05 1 4200/6200 ALUMINUM FIXED L.M.I. 1 74 74 50 Bronze Frame/ Clear Glass 65.0 65.0 13/32'; 5 40.1 53.6 OK ' W-10 FL 19053.1 1 1000 ALUMINUM FIXED L.M.I. 1 112 112 63 Bronze Frame/ Clear Glass 70.0 70.0 7/16"Lami 5 40.1 53.6 OK W-11 17-0222.14 1 HORIZONTAL ROLLER HS-8700 L.M.I. 2 74 37 63 Bronze Frame/ Clear Glass/ OX 65.0 65.0, 3/8"Lami 5 42.8 55.0 OK W-12 17-0222.14 1 HORIZONTAL ROLLER HS-8700 L.M.I. 3 111 37 50 Bronze Frame/ Clear Glass/ XOX 65.0 75.0 3/8"Lami 5 40.1 53.6 OK W-14 14-0926.14 1 S-400 OUTSWING ALUMINUM CASEMENT L.M.I. 1 19 19 39 Bronze Frame/ Clear Glass/ X 70.0 70.0 d 11/32"Lami I 4 40.1 43.5 OK W-15,16 17-0531.05 2 4200/6200 ALUMINUM FIXED L.M.I. 1 19 19 39 Bronze Frame/ Clear Glass 68.0 68.0 5/16" Lami 4 - 40.1 43.5 OK D-1 FL 18320.1 1 500-9 ALUMINUM OUTSWING DOOR W/WO SIDELITE OR TRANSOM L.M.I. 2 72 36 82 Bronze Frame/ Clear Glass/ XX 70.0 70.0 7/16"Lami 4 ' 40.1 43.5 OK D-2,3 FL 18320.1 2 500-9 ALUMINUM OUTSWING DOOR yy/WO SIDELITE OR TRANSOM L.M.I. 1 32 32 82 Bronze Frame/ Clear Glass/ X 70.0 70.0 7/16"Lami 4 40.1 43.5 OK MULL ` 15-0715.04 3 CLIPPED ALUM MULL W/ WO STEEL REINF L.M.I. 1 50 50 0 2x4x50 130.0 •• 130.0 - ` 5 1 ,, 40.1 53.6 OK NOTES: H:\Projects\Lira Gomez Project\WINDOW SCHEDULE FOR Lina Gomo • • • • • • • • • • • • • . •• • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fLORIOA OCPAPTM.A: OF usiness &ProfessionalRegulation Florida DepaftTfentd Busines Professi Regulation Lceme effiaertly Reg Mete fairly. ► OFFICE OF THE f SECRETARY '+M BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search. > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL19053 New 2014 Approved DBPR HONE ABOUT OBPR FBC Staff OBPR DIVISIONS BCIS Site Map CONTACT OB PR Links 1 Search Product Manufacturer SIW Impact Windows, LLC. Address/Phone/Email 975 5. Congress Ave. #102 Delray Beach, FL 33445 (561) 274-9392 • • • • ALOPEZ@SIWIMPACTWINDOWS.COM • • • • •••• • • • • •• • • •• • Authorized Signature Javad Ahmad • • • • • • • alfarooq@afceng.com • • • • Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method • • • • •• • • • • • • • • • • • • • •• • • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation& Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Jesus Gonzalez, P.E. Ri Validation Checklist - Hardcopy Received Certificate of Independence FL19053 RO COI SS - Series 1000 Alum. Fixed Window -CI 2014.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM E1886 2005 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/28/2015 10/29/2015 11/01/2015 12/15/2015 FL # Model, Number or Name Description 19053.1 'Series 1000 Aluminum Fixed Window - _1 Large missile impact resistant aluminum fixed window. Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant:•Yes Design Pressure: 4100/-110___. Other: See installation combinations and installation Installation Instructions FL19053 RO II SS - 1000 ALUM FIXED WINDOW (LMI) DWG Yes HVHZ: Yes W15-81.odf — Verified By: Javad Ahmad 70592 Created by Independent Third Party: Yes Evaluation Reports FL19053 RO AE SS - Series 1000 Alum. Fixed Window- drawings for span vs load details. (LMI)-PAE 2014.odf Created by Independent Third Party: Yes MEI 'Next' • • • • • • • • • • • • • • • •• • • •• • • • • • • • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-182• • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement : • Accessii'piliY Statement i:,tefurr Statemens • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to 3 aL I ecords regrjpst•ckii pot send ele t,.ir• • 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 loggiar‘nise with an entail adidress If thellra•e• • one. The emails provided may be used for official communication with the licensee. However email addresses are publit recc•d. If you rtlo nollwiar to supply a personal address, please provide the Department with an email address which can be made available to the public. Ta dlterlh*ie If you are 1! Rcersee under C*dittr• • • 455, F.S., please dick here . • • • Product Approval Accepts: • • • • • • • • • • • • • • • • •• • • • • • • • SCCUfl METRICS" • • CreditSAFE DAYUTE OPENINGS. DLO WIDTH = FRAME WIDTH - 4.50" DLO HEIGHT = FRAME HEIGHT - 4.50" WINDOW WINDOW WIDTH . . WIDTH L —L 7 WINDOW WIDTH.: _— FRAME WIDTH - 67 1/2- FALSE IA 3"-MAX. D.L OPG. (SURFAC HEAD/SILL CORNERS I O I 1 i MAY BE JL____1 1 1 II 1 i I 1 1 ./ 1 R JL — — sW I; .— if , II II n II n q = I 1 I O I v. II II II C� • _1 - I 1 1 I 1 © I- 112" MAX. 10F, HEAD SILL •.1 TYPICAL ELEVATION, 1§ P ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. •• •••• •• •• • • • • • • • • • • •• • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •. • • • • • • • • • • UNITNS E APPLIED) USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. SERIES 1000 ALUMINUM FIXED WINDOW SEE SHEET 3 FOR SINGLE WINDOW DESIGN LOAD CAPACITIES. FOR FIXED/FIXED COMBINATIONS IN MODULES OF TWO OR MORE WINDOWS USING 'H' MULLION IN BETWEEN SEE CHART ON SHEET 8. FOR COMBINATION MULLION ANCHOR CAPACITY SEE CHART ON SHEET 9. LOWER DESIGN PRESSURE FROM WINDOW, MULLION OR MULLION ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (I HZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED, IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. THIS PRODUCT WITH CLASS TYPES 'A', Al'' & 'A2' COMPLY WITH REOUIREMENTS OF ANSI Z97.1. A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY TARS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.A. WHERE THE SITE CONDITIONS DDAATE FROM THE P.ED. B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVMJMTION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANT MFANS. D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WTWI WILL BECOME IRE ENONEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO ORS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. E- THIS P.E.D. SWILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. (114"V Z gl o au`! 84 .E ap et 6:4s 0 m N 2 U 0 a v a C drawing no. W15-81 (sheet 1 of 9 Signed 10/28/2015 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGtaa By 'Kuroroy Americo, Inc.' 1/4" HEAT STREN'D GLASS SIUCONE CORNING 995 GLASS TYPE 'A' 1/4" TEMP. GLASS 1/2" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interloyer SentryGies By 'Kuraroy America, Inc.' 1/4" HEAT STREN'D GLASS O I L ru—e, / / EDGE SPACER GLASS TYPE 'AI' SIUCONE DOW CORNING 995 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interloyer SentryGloe By 'Kuraroy Americo, Inc. 1/4" HEAT STREN'D GLASS SIUCONE Ate` h ,I \DOW CORNING 995 \ -/ GLASS TYPE 'A2' 1/4" HEAT STREN'D GLASS .090" Interloyer Butaclte PVB By 'Kuraroy Americo, Inc: 1/4" HEAT STREN'D C.I ASS u SILICONE CORNING 995 ® / GLASS TYPE 'B' 3/16" HEAT STREN'D GLASS .090" Interloyer Butocite PVB By 'Kuraroy America, Inc: 3/16" HEAT STREN'D GLASS SIUCONE DOW CORNING 995 CARDINAL XL Q�{� ® / sr.EDEe er • • • • • i • • • • • \ _ 'i • • • • • •• • • • • •• • • GiASSSYPE 'C' GLAZING 2PTIY§S• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • z S 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interloyer Butocite PVB By 'Kuraroy Americo, Inc.' 1/4" HEAT STREN'D GLASS 1 . $ 1\ 0 GLASS TYPE 'BI' SILICONE DOW CORNING 995 1 CARDINAL XL EDGE SPACER ST. STEEL 3/16" TEMP. CLASS 1/2" AIR SPACE WITH DECORATIVE GRILL 3/16" HEAT STREN'D GLASS .090" Interlayer Butocite PVB By 'Kuraroy America, Inc: 3/16" HEAT STREN'D GLASS � 1 I • • f • � 11 ; SIUCONE OW CORNING 995 EDGE SPACER GLASS TYPE 'CI' FL #19053 ,rttt„ .ti � �tip Signed 10/28/2015 ▪ ‘i3 fa z g 0. a U 0. g/ eW 0401ni I 1i1:: 8 z 0 X 8 N C 1 b drawing no. W15-81 (sheet 2 of g ) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP WIDTH �� l� j N m ,, WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'Al' MASS TYPE 'A2' GLASS TYPES 'B' & 'Bl' GLASS TYPE 'C' & 'Cl' WINDOW DIMS. _ MASS TYPE . 'A' GLASS TYPE 'Al' GLASS TYPE '12' D1,ASS TYPES 'B' • 'Ill' GLASS TYPE 'C' A 'Cl' I WIDTH LENGTH EXT.(+) ANT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) ANT.(-) WIDTH LENGTH EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) ANT.(-) EXT.(+) ANT.(-) LENGTH _ AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIA MI. FLORIDA 33174 TEL (305) 2648100 FAIL (305) 2626978 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 36- 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 42' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 42" 70.0 70.0 70.0 70.0 - - 60.0 60.0 70.0 70.0 45' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 48' 70.0 ' 70.0 70.0 70.0 - - 60.0 60.0 - - 54' 72' 91.2 100.3 70.0 70.0 91.2 100.3 54.6 54.6 63.8 63.8 54' 120' 70.0 70.0 70.0 70.0 - - 54.6 54.6 - - 60' 82.1 90.3 70.0 70.0 82.1 90.3 49.1 49.1 57.5 57.5 60' 70.0 70.0 70.0 70.0 ------ 66' 74.6 82.1 70.0 70.0 74.6 62.1 44.7 44.7 52.2 52.2 66' 70.0 70.0 70.0 70.0 - - - - - - I 72' 70.0 70.0 70.0 70.0 - - 40.9 40.9 47.9 47.9 72' 70.0 ' 70.0 70.0 70.0 - - - - - - 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 42' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 - - 60.0 60.0 70.0 70.0 48' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 - - 60.0 60.0 - - LENGTH 54' 78' 91.2 100.3 70.0 70.0 91.2 100.3 54.6 54.6 63.6 63.8 54' 126' 70.0 70.0 70.0 70.0 - - - - - - - 60' 82.1 90.3 70.0 70.0 82.1 90.3 49.1 49.1 57.5 57.5 60' 70.0 70.0 70.0 70.0 - - - - - - 66' 70.0 70.0 70.0 70.0 - - 44.7 44.7 52.2 52.2 66' 70.0 70.0 70.0 70.0 - - - - - - 72' 70.0 70.0 70.0 70.0 - - 40.9 40.9 - - - 72' 70.0 70.0 70.0 70.0 - - - - - - ;., 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 42' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 - - 60.0 60.0 - - I SERIES 1000 ALUMINUM FIXED WINDOW (LM.I.) SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL. (561) 274-9392 FAX. (561) 274-9262 48' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 - - 80.0 60.0 - - �__-._ - 54' 84' 91.2 100.3 70.0 70.0 91.2 100.3 54.6 54.6 83.8 63.6 54' 132' 70.0 70.0 70.0 70.0 - - - - - - t*QIE: 60' 70.0 , 70.0 70.0 70.0 - - 49.1 49.1 57.5 57.5 60" 70.0 70.0 70.0 70.0 - - - - _ - WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY 66' 70.0 70.0 70.0 70.0 - - 44.7 44.7 - - 66" 70.0 70.0 70.0 70.0 - - - - - - AS SHOWN ABOVE. 72' 70.0 70.0 70.0 70.0 - - 40.9 40.9 - - 72" 70.0 70.0 70.0 70.0 - - - - - - 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 36- 100.0 110.0 70.0 70.0 100.0 110.0 60.0 80.0 70.0 70.0 42' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 - - 60.0 80.0 - - 48' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 - - - - - - 54' 90' 91.2 100.3 70.0 70.0 91.2 100.3 54.6 54.8 63.8 63.8 54' 138' 70.0 70.0 70.0 70.0 - - - - - 60' 70.0 70.0 70.0 70.0 - - 49.1 49.1 - - 60' 70.0 70.0 70.0 70.0 - - - - - - 66' 70.0 70.0 70.0 70.0 - - 44.7 44.7 - - 66' 70.0 , 70.0 70.0 70.0 - - - - - - 72' 70.0 70.0 70.0 70.0 - - 40.9 40.9 - - 72' 70.0 70.0 70.0 70.0 - - - - - - 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 36" 70.0 70.0 70.0 70.0 - - 60.0 60.0 70.0 70.0 42' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 - 42' 70.0 70.0 70.0 70.0 - - 80.0 60.0 - 48' 100.0 110.0 70.0 70.0 100.0 110.0 80.0 60.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 - - - - - - 54' 96' 70.0 70.0 70,0 70.0 - - 54.6 54.6 63.8 63.8 54' 144' 70.0 70.0 70.0 70.0 - . - - - - - 60' 70.0 70.0 70.0 70.0 - - 49.1 49.1 - - 60' 70.0 70.0 70,0 70.0 - - - - - - �"", lEmill e..... 1111 66' 70.0 70.0 70.0 70.0 - - 44.7 44.7 - - 66' 70.0 70.0 70.0 70.0 - - - - - - 72' 70.0 70.0 70.0 70.0 - - - - - - 72' 70.0 70.0 70.0 70.0 - - - - - - 36' 100.0 110.0 70.0 70.0 100.0 110.0 80.0 60.0 70.0 70.0 36' 70.0 70.0 70.0 70.0 - - - - - - 42' 100.0 110.0 70.0 70.0' 100.0 110.0 60.0 60.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 - - - - - 4a' 100.0 108.0 70.0 70.0 100.0 105.0 60.0 60.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 - - - - - - 54' 102' 70.0 70.0 70.0 70.0 - - 54.6 54.6 - - 54" 148" 70.0 70.0 70.0 70.0 - - - - - - 60' 70.0 70.0 70.0 70.0 - - 49.1 49.1 - - 60' 70.0 70.0 70.0 70.0 - - - - - - 68' 70.0 70.0 70.0 70.0 - - - - - - 66' 70.0 70.0 70.0 70.0 - - - - - - 72' 70.0 70.0 70.0 - 70.0 - - - - - - 36' 70.0 70.0 70.0 70.0 - - - - - - 38 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 70.0 70.0 70.0 70.0 - - - - - - 42' 10.0 170.0 70.0 70.0 100.0 110.0 0 60.0 70.0 70.0 t462" • ••1ST• • 70.0 • • 48' 70.0 70.0 70.0 - - 60.0 60.0 70.0 70.0 •.4( ` • 54" • • • 70.. 70.' 4 •70.D 70 0 - - - - - �'_' 108' 70.0 - 70.0 70.0 70.0 - - - 54.6 54.6 - - • � • • • • ! • 70. • •70.0 • • Q0.0 • 70.0 - _ - - - - n i .• '-' •1 o n Y '-' o R g' 8 '-' �' 60' 70.0 70.0 70.0 70.0 - - 49.1 49.1 - - 6 • • • • •70.• •70.A •/0.0� 0.0 , - - - - - - 68' 70.0 70.0 70.0 70.0 - - - - - - • 806' • • • • •70.0 4 70.0 .0.0 70.0 - - - - - - -A^tlllil/ `, p / .fAI'i A�. 72' 70.0 70.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 - �•. � : Y;'�TGEAI '•!� 36' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 - - - - - - • 42" - 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 5� • a 156' • 70.Q • .0.0 70fi• 70a - - - - - - ' 46' 70.0 70.0 70.0 70.0 60.0 60.0 - • • so' • • 070.0 'io.o :op • jp.o 4 - - - - - - _/� ° 54' 114'' 70.0 70.0 70.0 70.0 - - 54.6 54.6 - - • 66' • - • 70.4 • 70.0• •0.0 • TE.O • - - - - - - _ �� '•. drawing no. W 1 5-8 •� 60' 70.0 70.0 70.0 70.0 - - - - - - • • • • •• • • • ♦ . • • . n 68' ff T 70.0 70.0 70.0 70.0 - - - - - - • • • • �JaTE: • •••,.• _ GLASS CAPAC TIES ON THIS SHEET ARE 7z' L� 70.0 >o.0 70.0 70.0 _ FL 19053 q�fVAt. 1`` BASED ON ASTM E1300-09 (3 SEC: GUSTS). # / sheet(3 of 9 iii1A • •• • ••• • • • • • • • • • • .• • • • • • • •••• •• • • ••• • • • • •• •• • • • •• •• • • • • • • • Signed 10/28/2015 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. • • t. EDGE DIST. iYPICAL ANCHORS SEE ELEV. FOR SPACING IBY W00D BUCKS 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING ♦ EDGF, DIST LIcia 0 0 • • • • • • .4 • • • •• • • • • • •—• • • • • N6• • • •• •- • • •• . 4: . • TYPICAL ANCHORS SEE ELI'. FOR SPACING • ••• •• •♦ • •• • 1Or • • • .• • •-IIIM , • WOOO %�C4 • EDGE DIST. • •• • • • • ••• 00,0 • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• 00 •••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 to METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. I F.B.C. APPROVED I j MULLION & MUWON ANCHORS 1I I SEE SEPARATE APPROVAL II I 0 I 11 ;I MN TYPICAL ANCHORS SEE ELEV. FOR SPACING FL #19053 'i!AbL SERIES 1000 ALUMINUM FIXED WINDOW (LM.I.) sheet 4 of g Signed 10/28/2015 WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORSt SEE ELEV. FOR SPACING TYPE 'A'- 1 /4' DIA ULTRACON BY 'ELCO' i (Fu=177 KSI, Fy=155 K91) INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1-1/2". MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 113Y. BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO FILLED 'BLOCKS (JAMBS) DIRECTLY INTO MASONRY, 1-3/4" MIN. EMBED INTO FILLED BL0CKS,(JAMBS) ANCHOR EDGEDISTANCES INTO CONCRETE AND MASONRY = 2'1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHOR CL TO CL DISTANCE F. INTO CONCRETE AND MASONRY= 3" MIN.. 1 /4" DIA ULTRACON BY "ELCO' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) moat EDGE 111STANCF1 INTO CONCRETE = 2-1/2" MIN. AlMC►{Q(t CL TO CL DISTANCE LINTO CONCRETE = 3" MIN. rTYPE. [TYPE 'B' S/16" DIA UITRACON BY "El CO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTAKES INTO CONCRETE AND MASONRY = 2-1/2" MIN. ANCHOR CL TO CL OICTANCF INTO CONCRETE A. 3" MIN. LINTO FILLED BLOCKS = 5" MIN. FrrPE '0'- �14 cue OR SE F DRI TIN- er_eEyyS (GRADE 2 CRS) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHI 1/2" MAX. SHIM O 1 /2" MAX. SHIM O w '.TYPICAL ANCHORS SEE ELEV. FOR SPACING —F— METAL STRUCTURE • EXTERIOR OR INTERIOR O.L OPG •• ••• • • • • • •• FRAME WIDTH INTO METAL STRUCTURES • • • • • STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •• ••• •• • • • •• INTO F.B.C. APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) ••• • ANCHOR FOOF DISTANCE'S • • . • • • • • • • • ••• • L INTO METAL STRUCTURE - 1/2" MIN. • • • • • • • • • _ • • • • • WOOD AT HEAD. SILL OR JAMBS SO = 0.55 MIN. • • • • • • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS Pe = 3000 PSI MIN. • • • • C-90 GROUT FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. • • • • • • • • • • • • • • • • • • • •••• •• • • • •• •• ••• • • • • • • • • • •• • 4 n 0 ANCHORS SEE EV. FOR ACING 2 W000 BU R D STRUCTURE III OFRAME HEAD/SILL/JAMB 094 r Tyr.. 1.196 .861 .297 J i 4.406 ANCHOR CLIP .401 SHEAR BLOCK ir.229 050 TYP. 12 ANCHOR COVER - 2.614 .125 I 1.250 —u J t —.314 2.614--1 3.250 4.688 HORIZONTAL 1.278 188 5.072 .147 OMULLION 1 .932 r 1'DOL-• 1.365 932 j-- 1'.00 1.385 GLAZING BEADS 9/161. NOM:, LAM. GLASS 6 1.000050 .365 GLAZING BEADS t-3/16' NOM. INSUL. LAM. CLASS 1.011 I__ 1.000 1 050 1.365 1' 1= TIP. GLAZING BEADS 7/16' NOM. LAM. GLASS 5 .155-- .200 gI I L.063 .290 14 EXTERIOR GLAZING SPACER SCALE 1:1 .2901 r .812 .050 I 1.177 120 .240:C 40 .058-1I- • • t3 INTESIOR+ GLAZING 9PAC�R • • IGtE 11 • • •• - • • • •• •• GLAZING BEAD • • 1-5/16' NOM. INSUL. LAM. GLASS • • • •• . • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • FL #19053 \� 1�f1 111 If AAAAI7j ,pJ'I,JceNOE ,I0►0t.1? 0 G z Q ff COMP -ANL\W15-81SIW drawing no. W15-81 sheet 6 of 9 Signed 10/28/2015 ••• • • • • ••• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • •• •• • • •• •• • W/w144Q4401 CORNERS THAT CAN NOT BE SECURED AS SHOWN MUST BE WELDED CIRCULAR WINDOWS WELDED JOINTS AT CIRCULAR WINDOWS .ERAMY_ C )RNF@ RECT. OR SQUARE WINDOWS ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL NAND./SUPPLIER/REMARES 1 SIW1004 AS REDD. FRAME HEAD/SILL/JAMB 6063-T6 - 2 SIW1005 AS RECD. ANCHOR CUP 6063-16 - 4 51W543 AS REOD. 'H. MUWON 6063-T6 - 5 SIW1010 4/ LITE GLAZING BEAD (9/16' LAM. GLASS) 6063-16 - 5A SIW1009 4/ LITE ALT. GLAZING BEAD (9/16" LAM. CUSS) 6063-T6 - 6 SIW1008 4/ LITE GLAZING BEAD (1-3/16' INSUL LAM. GLASS) 6063-T6 - 6A SIW1007 4/ UTE ALT. GLAZING BEAD (1-3/16" INSUL LAM. GLASS) 6063-T6 - 7 SIW1013 4/ UTE GLAZING BEAD (7/16' LAM. GLASS) 8063-T6 - 7A SIW1012 4/ UTE ALT. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 8 SIW117 - 4/ UTE GLAZING BEAD (1-5/16" INSUL. LAM. GLASS) 6063-16 - 9 • SIW1001 AS REOD. HORIZONTAL 6063-T6 - 10 SIW1002 AS RE00. SHEAR BLOCK AT HORIZONTAL ENDS, 1-1/2" LONG 6063-T6 - 12 - AS RE00. ANCHOR COVER 6063-T6 - 13 5530 4/ UTE INTERIOR GLAZING SPACER (OUROMETER 70t5) SHORE A SANTOPRENE CENTRAL PLASTICS 14 5531 4/ UTE EXTERIOR GLAZING SPACER (DUROMETER 70t5) SHORE A SANTOPRENE CENTRAL PLASTICS 15 5532 2/ UTE SETTING BLOCKS (1/4' X 1/2' X 2' LONG), AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A 15A 5533 2/ UTE - SETTING BLOCKS (INSUL W.I. CUSS), AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A 17 /14 X 2' AS RE00. ASSEMBLY FASTENERS - PH SELF DRILLING 19 #14 X 2" - SHEAR BLOCK FASTENERS AT HORIZONTAL - PH SELF DRILLING 20 #10 X 3/4' - HORIZON1AL FASTENER - FH SELF DRILUNG 21 /14 X 1-1/4" AS RE00. FRAME FASTENERS AT 'H' MULLION - FH SELF DRILUNC •• • • ••• .•• • ••• I'p • • • • •• • • • • • • • • • • • • •• • • • • t •• • t• ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • It • • • • • • • • �• • • •• •� • •• •i• •••• 00 HORIZONTAL CORNER FL #19053 A TIlitj 1101 "% (o.. Z 0 F. gE ego V r a <38 0 N SERIES 1000 ALUMINUM FIXED WINDOW (L. la 5 Q F 5 5 drawing no. W15-81 (sheet. 7 of 9 Signed 10/28/2015 MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF WINDOW DIMS. B' MULDON WINDOW DIMS. 'B' MULLION WIDTH (W) LENGTH (L) ExT.(+) INT.(-) WIDTH (w) LENGTH (L) EXT.(+) INT.(-) 36" 42- 48" 54' 60" 66" 69" 72- 72" 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 36- 42" 48" 49' 54" 60' 108" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.0 60.0 60.0 60.0 110.0 110.0 70.0 70.0 36" 42" 48' 54" 60" 64' 66' 68' 72' 78" 110.0 110.0 110.0 110.0 110.0 110.0 36- 42" 48" 54' 57' 114" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 110.0 70.0 70.0 36- 42' 48' 54' 120" 80.0 60.0 60.0 80.0 60.0 80.0 60.0 60.0 70.0 70.0 60.0 60.0 36" 42' 48" 54" 59" 60' 63' 66' 72' 84' 110.0 110.0 110.0 110.0 36' 42" 48" 51" 126" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 110.0 70.0 70.0 36' 42- 48' 49" 132' 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 60.0 60.0 60.0 60.0 36" 42' 48" 54" 55" 59" 60' 86' 72' 90' 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 70.0 70.0 60.0 60.0 60.0 60.0 60.0 . 60.0 36' 42" 48' 52' 54' 55' 60' 66' 87" 96' 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 70.0 70.0 70.0 70.0 60.0 60.0 60.0 60.0 60.0 60.0 36' 42" 48" 49' 52' 54' 60' 63' 102' 110.0 110.0 110.0. 110.D 110.0 110.0 110.0 110.0 70.0 70.0 60.0 60.0 60.0 60.0 60.0 60.0 NOTES; 1. USE CHART ON THIS SHEET FOR SIDE 8Y SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. USE CHARTS ON SHEET 9 FOR MULLION ANCHOR CAPACITY. 3. FOR FIXED WINDOW CAPACITY SEE SHEET 3. 4. LOWER VALUES FROM STEPS 1, 2 0R 3 W1LI APPLY TO ENTIRE ST]/tM. i9 3" 4 OR 6 ANCHORS AT MULLION ENDS SEE SHEET 8 FOR CAPACITY , '' /. < ij O O O ,/. �' ,/. /r W1 ,III III; II II: W2 WI TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS - - - - - - ._ _. __ - • ._ _.. 4 PC/ - R.I-i-?C • •• __ ._.. • • • • • • • • • • •• • ••• • • •• • • • •. EXTERIOR OR INTERIOR D.L. 0 . • • • • • • • • •• •• • • • • • •41/11:� •• L • • • 5 • •O.L. OPG. • • • •• • • • • •• • • •T0'�AL1RPERTIES• • • 12 - 11.214 IN\4 Sx - 2.536 IN\3 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • WIDTH (W) - Wl + W2 2' 1'111 gyp: •. Ne.70602 FL # 19053 ' , �WVA�; 11 m4"V 0 W V 2 10,11 trit N SERIES 1000 ALUMINUM FIXED WINDOW c 0 11 c 0 n 8 0 0 v c 6 5 drowing no. W15-81 (sheet 8 of g Signed 10/28/2015 • MULLION ANCHOR LOAD CAPACITY - PEP SEE ANCHOR SHEET 5 FOR DESCRIPTION FL # 19053 011111 I7 • Jr` • ,y � `��._. ..'!O •, ' s�A _ �U IV ,.-- Yl ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR TYPE 'H' ANCHOR TYPE 'C' ANCHOR ANCHOR TYPE '0' SRN SPACE 1/4" MAX. SHIM 3/6" MAX.. SHIM I/O" MAX. SHIM 1/4" MAX. SHIM 8/8" MAX. SHIN 1/2" MAX. SHIM 1/4" MAIL SHIM 3/6MM " MAX. SI 1/2" MAX. SHIM 1/4" MAX. SHIM AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 &W. 87 AVE MIAMI, FLORIDA 33174 TEL. (908) 2644100 FAIL (305) 262.4973 j =J= o. 2 8 ,.__. 4 ANCHORS 6 ANCHORS 4 AN3IOR9 6 ANCe0R9 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 MICRONS a ANCIONS 4 ANC00RS a ARBORS 4 ANC90n 8 ANCS09S 4 ANCHORS a ANCHORS 4 ANCHORS a 1NC6019 4 A9CE99! a AIRHONS MOM () IENOOI (L) EXT. (+) INT. (-) EXT. (4.) 9R. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) OS. (+) INT. (-) EXT. (+) ' INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) ENT. (+) INT. (-) ENT. (+) INT. (-) EXf. (4) INT, (-) EXT. (+) INT. (-) EXT. (4.) ITT. (-) EXT. (+) INT. (-) EXT. (+) Nf. (-) 36' 110.0 110.0 110.0 110.0 92.4 110.0 110.0 110.0 110.0 110.0 92.4 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 42' 110.0 110.0 108.1 110.0 83.9 110.0 110.0 110.0 108.1 110.0 63.9 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 48" 110.0 110.0 100.5 110.0 78.0 110.0 110.0 110.0 100.5 110.0 78.0 110.0 110.0 110.0 110.0 110.0 103.0 110.0 110.0 110.0 54' 72- 110.0 110.0 95.3 110.0 74.0 110.0 110.0 - 110.0 95.3 110.0 74.0 110.0 110.0 . 110.0 110.0 110.0 97.7 110.0 110.0 110.0 60" 110.0 110.0 91.9 110.0 71.3 107.0 110.0 110.0 91.9 110.0 71.3 107.0 110.0 110.0 110.0 110.0 94.2 110.0 110.0 110.0 66" 110.0 110.0 90.0 110.0 69.8 104.7 110.0 110.0 90.0 110.0 69.8 104.7 110.0 110.0 110.0 110.0 92.2 110.0 110.0 110.0 72' 70.0 70.0 70.0 70.0 69.3 70.0 70.0 70.0 70.0 70.0 69.3 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36" 110.0 110.0 107.2 110.0 83.2 110.0 110.0 110.0 107.2 110.0 63.2 110.0 110.0 110.0 110.0 110.0 109.9 110.0 110.0 110.0 42" 110.0 110.0 96.7 110.0 75.1 110.0 110.0 110.0 96.7 110.0 75.1 110.0 110.0 110.0 110.0 110.0 09.1 110.0 110.0 110.0 48• 110.0 110.0 89.3 110.0 69.3 104.0 110.0 110.0 89.3 110.0 69.3 104.0 110.0 110.0 110.0 110.0 91.6 110.0 110.0 110.0 54- 78' 104.E 110.0 84.1 110.0 65.3 97.9 110.0 110.0 64.1 110.0 65.3 97.9 110.0 110.0 109.2 110.0 66.2 110.0 110.0 110.0 60" 100.0 110.0 80.4 110.0 62.4 93.5 110.0 110.0 80.4 110.0 62.4 93.6 110.0 110.0 104.4 110.0 82.4 110.0 110.0 110.0 86" 70.0 70.0 70.0 70.0 60.5 70.0 70.0 70.0 70.0 70.0 60.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72' 60.0 60.0 60.0 60.0 59.4 60.0 60.0 60.0 60.0 60.0 59.4 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 [SERIES 1000 ALUMINUM FIXED WINDOW (LM.I.),- f SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX. (581) 274-9282 ,. 36" 110.0 110.0 97.5 110.0 75.6 110.0 110.0 110.0 97.5 110.0 75.6 110.0 110.0 110.0 110.0 110.0 99.9 110.0 110.0 110.0 42" 108.5 110.0 87.5 110.0 57.9 101.9 110.0 110.0 87.5 110.0 67.9 101.9' 110.0 110.0 110.0 110.0 69.7 110.0 110.0 110.0 48" 100.0 110.0 50.4 110.0 62.4 93.6 110.0 110.0 80.4 110.0 62.4 93.6 110.0 110.0 104.4 110.0 82.4 110.0 110.0 110.0 54' 84' 93.5 110.0 75.2 110.0 58.4 87.6 110.0 110.0 75.2 110.0 58.4 87.6 110.0 110.0 97.7 110.0 77.1 110.0 110.0 110.0 60" 70.0 70.0 70.0 70.0 55.5 70.0 70.0 70.0 70.0 70.0 55.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66" 60.0 60.0 60.0 60.0 53.4 60.0 60.0 60.0 60.0 60.0 53.4 130.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 72" 60.0 60.0 60.0 60.0 52.0 60.0 60.0 60.0 60.0 60.0 52.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 36" 110.0 110.0 89.3 110.0 69.3 104.0 110.0 110.0 89.3 110.0 69.3 104.0 110.0 110.0 110.0 110.0 91.6 110.0 110.0 110.0 42" 99.4 110.0 79.9 110.0 62.0 93.0 110.0 110.0 79.9 110.0 62.0 ' 93.0 110.0 110.0 103.6 110.0 81.9 110.0 110.0 110.0 48' 90. 90.9 110.0 73.1 109.6 56.7 85.1 110.0 110.0 73.1 109.6 56.7 65.1 110.0 110.0 94.9 110.0 74.9 110.0 110.0 110.0 54" 84.7 110.0 68.1 102.1 52.8 79.2 110.0 110.0 68.1 102.1 52.8 70.2 110.0 110.0 85.4 110.0 69.8 104.6 110.0 110.0 60" 60.0 60.0 60.0 60.0 49.9 60.0 60.0 60.0 60.0 60.0 49.9 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 66" 60.0 60.0 60.0 60.0 47.8 60.0 60.0 50.0 60.0 60.0 47.8 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 36" 102.8 110.0 82.5 110.0 64.0 96.0 110.0 110.0 82.5 110.0 64.0 96.0 110.0 110.0 107.1 110.0 84.5 110.0 110.0 110.0 42" 91.4 110.0 73.5 110.0 57.1 85.6 110.0 110.0 73.5 110.0 57.1 55.6 110.0 110.0 95.5 110.0 75.3 110.0 110.0 110.0 48" 96" 83.3 110.0 67.0 100.5 52.0 78.0 110.0 110.0 67.0 100.5 52.0 78.0 110.0 110.0 67.0 110.0 68.7 103.0 110.0 110.0 54' 70.0 70.0 62.1 70.0 48.2 70.0 70.0 70.0 62.1 70.0 48.2 70.0 70.0 70.0 70.0 70.0 63.7 70.0 70.0 70.0 11111 60" 60.0 60.0 58.5 60.0 45.4 60.0 60.0 60.0 58.5 60.0 45.4 60.0 60.0 60.0 80.0 60.0 59.9 60.0 60.0 60.0 66" 60.0 60.0 55.7 60.0 ' 43.2 50.0 60.0 60.0 55.7 60.0 43.2 60.0 60.0 60.0 60.0 60.0 57.1 60.0 60.0 50.0 36" 95.2 110.0 78.6 110.0 59.4 89.1 110.0 110.0 76.6 110.0 59.4 89.1 110.0 110.0 99.4 110.0 78.5 110.0 110.0 110.0 42" 84.7 110.0 68.1 102.1 52.8 79.2 110.0 110.0 88.1 102.1 52.8 79.2 110.0 110.0 88.4 110.0 69.8 104.E 110.0 110.0 48' 102" 76.9 110.0 61.8 92.8 48.0 72.0 110.0 .110.0 61.8 92.8 48.0 72.0 110.0 110.0 80.3 110.0 63.4 95.1 110.0 110.0 54' 60.0 60.0 57.2 60.0 44.4 60.0 60.0 60.0 57.2 80.0 44.4 60.0 60.0 60.0 60.0 60.0 58.6 60.0 80.0 60.0 60' 60.0 60.0 53.6 60.0 41.6 62.4 60.0 60.0 53.6 60.0 41.6 60.0 60.0 60.0 60.0 60.0 54.9 60.0 60.0 60.0 38" 70.0 70.0 70.0 70.0 55.5 70.0 70.0 70.0 70.0 70.0 55.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 42" 108, 70.0 70.0 63.4 70.0 49.2 70.0 70.0 70.0 63.4 70.0 49.2 70.0 70.0 70.0 70.0 70.0 64.9 70.0 70.0 70.0 �,"„ 48" 70.0 70.0 57.4 70.0 44.6 66.9 70.0 70.0 57.4 70.0 44.6 66.9 70.0 70.0 70.0 70.0 58.9 70.0 70.0 70.0 54" 60.0 60.0 52.9 60.0 41.1 60.0 60.0 60.0 52.9 60.0 41.1 80.0 60.0 6g.0 600 ,_65.0 54.3 60.0 60.0 60.0 36' 60.0 60.0 60.0 60.0 52.0 60.0 60.0 60.0 60.0 50.0 52. ' • 6&0 • • 13.0 • •60.(b • • 60Q 9 60.0 60.0 60.0 60.0 60.0 42" 114• 60.0 60.0 59.3 60.0 46.0 60.0 60.0 60.0 59.3 60.0 46,• 60.0 • eoe • •ao. • e .0 60.0 60.0 60.0 60.0 ' e�� 48" 60.0 60.0 53.6 60.0 41.8 60.0 60.0 60.0 53.6 60.0 • 41.6 • 60.0 • �1.0 � 60.( •• • 60� 40 54.9 60.0 60.0 60.0 ^ A §ss ^ S7 .- a ., , 54" 60.0 60.0 49.3 60.0 38.3 57.4 60.0 60.0 49.3 60.0 36; • 5140 6 6016 • MO • 60e 9 •60.0 50.5 60.0 60.0 60.0 36' 80.0 60.0 60.0 60.0 45.9 60.0 60.0 60.0 60.0 60.0 48.9 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 42" 120' 60.0 55.7 60.0 43.2 60.0 60.0 60.0 55.7 60.0 43.2 60.0 60.0 60.0 60.0 60.0 57.1 60.0 60.0 60.0 46" 60.0 60.0 60.0 50.3 60.0 39.0 58.5 60.0 60.0 50.3 60.0 39.0 58,5 60.0 60.0 80.0 804 51.5 60.0 60.0 60.0 36" 60.0 60.0 59.6 60.0 46.2 60.0 60.0 60.0 59.6 _ 60.0 46.Z11' d0 111.0 • •' 60 0• 60. • , 610 • 60.0 60.0 60.0 60.0 42" 128' 60.0 60.0 52.5 80.0 40.8 60.0 60.0 80.0 52.5 60.0 4011 40.0 611.0 • BSO so! • B•.O • 53.8 60.0 60.0 60.0 46" 5&8 60.0 47.3 60.0 36.7 55.1 60.0 60.0 47.3 60.0 A.7 a0 I • eel. 0.0. • i 60Q • 66.0 • 48.5 60.0 60.0 60.0 4'. 41�'TT /� •. �,•� � / "•� ..,AL ,�� • 111 1111 -. ng _ n J O 36" 60.0 60.0 56.4 60.0 43.8 60.0 60.0 60.0 56.4 60.0 • • 419 400.0 60.0 6010 60.0 • etc,57.8 60.0 60.0 60.0 42' 132' 60.0 60.0 49.7 60.0 38.5 57.6 60.0 60.0 49.7 60.0 38.5 57.5 60.0 60.0 60.0 60.0 50.9 60.0 60.0 60.0 48' 55.6 60.0 44.7 60.0 34.7 52.0 60.0 60.0 44.7 60.0 34.7 52.0 60.0 60.0 58.0 60.0 45.8 60.0 60.0 60.0 (sheet 9 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ' • • • • • • • Signed 10/28/2015 ORIDA 06PARTMtNT Of F 'da y...4kgP ITR I. OFFICE OF THE TO SECRETARY ulation DBPR HO+JE ABOU1 Da PR DBPR DIVISIONS CONTACT DBPR BCIS Home I Log In I 'User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff BCIS Site Map I Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lis( > Application Detail FL # Application -Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email `FL18320 New 2014 Approved SIW Impact Windows, LLC. 975 S. Congress Ave. #102 Delray Beach, FL 33445 (561) 274-9392 ALOPEZ@SIWIMPACTWINDOWS.COM Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • • • • •• •• •• • • • • • • • • • • • •. • ••• • • Category Exterior Doors • • • •• • ••• • • • Subcategory Swinging Exterior Door Assemblies • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592. Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL18320 RO COI SS - 500-9 OS ALDoor (LMI)-CI 2014.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/25/2015 08/26/2015 09/07/2015 10/16/2015 FL # Model, Number or Name Description 18320.1 c r_ Series"500-9"_Aluminum_Outswing Large missile impact resistant aluminum outswing door Door' W/Wo-Sidelite or Transom Limits of Use Approved for use in HVHZ: Approved for use outside•HVHZ:-Yes_ Impact Resistant: Yes— Design Pressure: +80 Other: See drawing W15-45 and installation details. Yes Installation Instructions FL18320 RO II SS - 500-9 OS A Door (LMI) - W15-45.odf 80 for span vs load combinations Verified By: ]avad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL18320 RO AE SS - 500-9 OS A Door (LMII-PAE 2014.odf Created by Independent Third Party: Yes • • • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 • • • • • • • • The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Acceesiblll* 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 pub l-Lesords requ!s p1'send elec rinjc•: • mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cdntaLrt %rS0.487.1395. ',Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the lipqpip(ewith an email 1dress if theyipave • one. The emails provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not wish to supplla• • • • • personal address, please provide the Department with an email address which can be made available to the public. To dtsni•e if you art•ailicensree under Ctepter • 455, F.S., please click here . • • • • • • • • •• Product Approval Accepts: Credit Card S8'fe �C'C'l1i'll\ IHIC" • • •• •• •• • • • • •• • • • •• • • . • • • • • • • • • • •• • • • • • • • 3/16-HEAT STREN D GLASS 090' Interioyer Kummy ButotRe PVB By'Kuroroy Americo; Inc.' 3/16' HEAT.STREN'D GLASS /SRICONE DOW 995 GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 5/32' TEMP. GLASS AIR SPACE DECORATIVE PANEL AR. SPACE 5/32' HEAT STREN'O : GLASS .090' InteNoyor Kureloy. But:mite PVB By 'Kurorey Amor:co; Inc.' 5/32'HEAT STREN'D CL455 3/16' HEAT STREN'D GLASS 090' Intel qyro4r Kuroroy SenlryGloe . By 'Kuroroy Americo; Inc.' 3/16' HEAT STREN'DGLASS SIUCONE DOW 993 GLASS TYPE 'D' 7/16' OVERALL LAN. GLASS' b GLASS TYPE 'C'' 1" !wow!. LAM_ INSUL CLASS, 3/161..TEMP. GLASS AR SPACE 3/16' HEAT STREN'D CUSS .090' Interloyer_ gummy Buteclte" PVB By. 'Kureroy Ame.ite; Inc.'. 3/16' HEAT STREN'D GLASS SILICONE DOW 995 GLASS TYPE 'D' 1' OVERALL LAM. INSUL GLASS GLAZING OPTIONS it CARDINAL -XL EDGE SPACER ST. STEEL NON STRUCTURAL _ DECORATNE GEM. SOUO ALUM BAR OPTIONAL ALTEE$ATE GIAZING''DETAIL GLASS TTPES -'A' & 'B' GRILLE SHAPES VARY /10 SMS 4/ GRILLE MIN. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED.- SERIES 500-9 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND, DOUBLE (XX)'.LEAF DOORS W/0 TRANSOM SEE SHEETS 2 & 3., SINGLE (0/X) AND DOUBLE (0/XX)`LEAF DOORS WITH TRANSOMS SEE SHEET 4; SINGLE AND DOUBLE LEAF,D00RS WITH SIDEUTES SEE SHEETS. LOWER VALUES FROM TRANSOM/SIOEUTE CAPACITY CHART OR 000R CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS WITH STD; SILL APPROVED FOR INSTALLATIONS WHERE WATER: INFILTRATION' RESISTANCE IS REOUIRED. 000RS WITH ADA.THRESHOLDSNOT APPROVED FOR INSTALLATIONS WHERE WATER ` INFILTRATION RESISTANCE. IS REOUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING - HIGH' VELOCITY HURRICANE ZONE- (HVHZ);: IBY OR 2BY WOOD BUCKS' BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS'SHALL BE AS LISTED. SPACED AS' SHOWN' ON OETALLS, ANCHORS EMBEDMENT T0: BASE. MATERIAL' SHALL BE BEYOND. WALL DRESSING OR STUCCO. ANCHORING OR' LOADING CONDEMNS. NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL SIUCONE T0BE APPUED TO,ENDRE FRAME PERIMETER: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY, MATERIALS INCLU01NG-BUT NOTUNITED TO STEEL/METAL SCREWS,. THAT, COME'INTO' CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET .THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA' BUILDING CODE., • • • • • • • • • RABEUYU TO COMPLY WITH -SECTION 1710.8.2. • f • • • •• • • • •• • • • •• • • • • • • • • • • • •• • • • • • •- TRS St:MC't EYXIN110R 000I1108 (PEE,) PREPARED BY TES ROMPER •SICCNEnt AKO. DOES NOT MONDE N10RYR710N FOR A SITE SPCCNIC IL- ►*S CT: LA•M8RE 1' SDC C 18Sm lS DEAR FROM THE PEA. • e- CSMTRf'AR TO 6E RESP0HSI6L5 FDR THE. SELECTION, PURCHASE AND INSTMIATIDN Or ?MS ' PRODUCT BASED. DN. THR.. PRODUCT EVALW7RN1 PROYIOED - HE/PE DOES NOT WAVE FROM THE CONDOMS DETAILED ON THIS DOCUMENT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • C- 71R7 PRODUCT EVALUATCN DOCUMENT WILL BE CONSIDERED INHALE, I ARK• IN M• IATMR. D- SAE SPECIE* PROJECTS SHALL BE MREPMRED 97 A TL010w: REG1TOIE0 DUMB O•A0NU.HIECT wen NBCL01K LIE Dr NEDE Of RECORD ICOJR.) rrt NE MAN AND WHO MILL -BERESPONVILE FOR THE PROPER . ENO/NEER• Of RECORD, ACTING AS A DELEGATED Mop%TO A.►. MGM" BELL SUBMIT 70 TES LATCH 1K SHE SPECRIC ORTWINaa FOR. RENEW. r- TUBS P.ED. mom NEAR nit ems AID MONK SEAL AND SICW,7URE OF AIR PROFESSIONAL DRAWER or RECORD THAT' PREPARED n. • • • • • • • • • • • • •• • FL #18320: Aug 24 L ST. Id F'N drowing no. W15-45 sheet 1 o'18) ,DOORS WITH STD. 3 POINT LOCKING HARDWARE) 39 3/8'MAX. - - 0 <N $n • r76 rr S.1/ MAX. 1 �/SILL-- CORNERS` -FRAME YAOTH -- c53 3/4' MAX. f HEAD - ',SU-. • i. ,: / if.: / =-- 1' O 1\'. \ \ ,r X \ \ ® \ . - // 1 • 4 11 moo <0 p �Vj�y]u ! 1 1 t:: wm C -, g -K _ J, 1 ,f: \ i1t; ._� _.IL- \ ': \ 0• I1•\ I; 1 ,.^ \ �� -� n -"4 /// / 4 / - NAME ..\ ^' ACTIVE SURFACE APPLIED FALSE MUNTINS OR _ OECORATrvE GRILL MAY BE USED 000R LEAF WIDTH, c_IIP-461.-1111281 (X) DOOR LEAF 1JYPICAL ELEVATION `(. xx ) HEAD. ANCHORS AT STLE ENDS (7) AT 3" O.C. SILL' ANCHORS AT STU ENDS (7) AT 3' 0.C. DOORS` LOAD, CAPACITY - PSF, SINGLE (X) OR DOUBLE (XX) DOORS WTTROUT TRANSOM' SINGLE DOOR (X) OIMS. ooUBLE DOOR MO GMS. I 0LA55 - LOCTI • • • • • • • RINIES • TYPE .A. TYPE.•R•,; TYPES-'C' & '0' 'TYPES I. 3, TYI� -4' . • T1'E S • .•gym'• • '• •L,!• IRATE wIOTH FRAME HEIGHT FRAME WIDTH FRAME How' EXT.(+) RR.(-) EXT.(+) INT.(-) EXT.(+) 9R.(-)' EXT.(+) IHT.(-) EXT.(+)' ATj-) t) .(+t 6 .(-t 39-3/6' eo' 76' 80' 70.0 70.0 00.0 80.0 - 60.0 60.0,. 80.0 -. 80.0. 60.0 • 50.0' • • R1.0 • e2.0 : • S • 39-3/8' 97-3/4" : 76' 97-3/4" . 70.0 70.0 60.0 80.0 60.0 • 60.0' 80.0 '80.0 80.0 60.0 82.0 62.0 4.. 39-3/r for 76' 108' 70.0. - 70.0 60.0 80.0` - - 80.0 80.0 - - - - 4 EXT.(+) DESIGN LOAD IS -BASED ON STD. SILL SEE SHEET FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. SEE SHEET .14 FOR LOCKING OPTIONS 'AT ACTIVE & INACTIVE LEAFS. 3��JjI jI I 16`1/2" MAX. SILL' CORNER ANCHORS AT ADA THRESHOLD ONLY NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • -AND FLORIDA BUILDING. COMMISSION •• DECLARATORY' STATEMENT DCA05-DEC-219 • :G L.O_.FQRMILAt•• • ••• • • 40.LO• WIDTH .6 FRAME - WIDTH - 9886 3" (16 DOORS) • • • -_ (IPRAML• WIDTH •- P2.8�5` 2: XX DOORS), REICHT'= fiZAML t1L1GHT -•1 j.% (4; BOTTOM RAIL) = FRAME HEIGHT - 13.5" (6 BOTTOM RAIL) FRAME HEIGHT - 15.5" (8" BOTTOM. RAIL) •'USING-/20305 (1/2' HT.) -THRESHOLD ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •0• • • • ••• • • FL #18320 A • w n 0 h k }1 : t drawing no.. W15-45 DOORS WITH SURFACE APPLIED PANIC HARDWARE 39` 1/4' FRAME WIDTH 5 1/2' MAX. HEAD/SIU. CORNERS- G .26 9/16' MAX. 0.L OPG. 36.9/16' MAX.. 000R LEAF W101H.... ranCBLEXYBMIN ( x) DOORS 'LOAD CAPACTTY, - PSP '-SINGLEDOORS (X) GLASS TYPE 'B' DOOR DIMS; ' ADA THRESHOLD FRAME WIDTH- FRAME HOCK EXT.(+) INT.(-) 39-1/4' 97-3/16' 62.0 62.0 • OT 5 1/2'-MAX. HEAD/SILL CORNERS`' 76 1/16' FRAME WIDTH 1.1 I 1 Il' r„ - C1 / / i ( i 1 1 \ a X/ \ \ O \ m — / / ,% / •/ E1^ ! \SA. \\\ \ \, H I/ 1 1 i LI /,. / -- DOOR OPTIONS R TYPICAL ELEVATION (xx HEAD -ANCHORS AT STILE ENDS. (7) AT 3' O.C. SILL ANCHORS AT, STILE EN05 (7).AT 3' O.C. DOORS LOAD. CAPACITY - PS? DOUBLE D00R3 (XX) •. • • • G DGGR•oots. I ,y�o� i mon WON •I 0 �(. W•T•4�) 7e-1/te• 37-3/r• • 62.E e2.0 I • •• • • • • •• • • • • •• NOTE • VERIFY COMPUANCE WITH EGRESS UMITATIONS WHERE REOUIRED. • • • • • 000 • • • SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9- FOR DETAIL. • • • • • • • • • • . • • • •• • • •DOOR e.LO.•OtA6 • • • L.0. WEIGHT - FRAME HBIGHT - 134T13" (19 O •4BOTTOM RAIL) D.LO. WIDTH (X COORS) • FRAME WIDTH - 12.525" D.LO. WIDTH (XX DOORS) - (FRAME WIDTH - 22.875)/2 0410 • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 4100 • • FL #18320 �1!y . -. I.144 ��0 1 g<ng z ; 3L �3 io 9'QOcpx 1�0�0 own EMU Awl drawing no. W15-45 neat 3 of 16 • 39 3/6' MAX. DOOR/TRANSOM FRAME WD. 37 1/5' '51/2' MAX. HEAD/SILL CORNERS TRANSOM LEAF W. 13 3/4' MAX. o" HEAD SILL • GO N J 0 • 0 4 0 q. ACTNE- SURFACE APPUEO FALSE - MUN11N5'0R DECORATIVE GRILL: MAY. BE USED 26 9/16' MAX. D.L OPG. 35 9/16' LIA% 000R LEW WIDTH (O/X) (2) ANCHORS AT TRANSOM ENDS ALL LOADS, x 1 • Y 5 t/2', MAX. NEAD/S61 CORNERS ci 78 MAX: 000R/TRANSOMFRAME WIDTH 73 3/8". MAX. O- SURFACE APPUED FALSE 'At/mm •.OR • DECORATIVE GRILL MAY 8E USED. TRANSOM LEAF WIDTH ,1 it -(� N SINGER OR. DOUBLE DOORS MYTH TRANSOM CAPACITY - PRP. CUSS TYPE CUSS TYPE MASS TYPE TRANSOM DOOR TRANSOM -.A' - 'W '''C • b'..' M10T11 HE10I4T HEIGHT- EXT.(4)I97.(-) EXT.(4.) IHT.(-) EXT.(4) NT.(-) 24• 70.0 70.0 76.5 76.5 60.0 " 60.0. 72'. 30' 70.0 70.0 73.4 73.4 60A 60.0. 96' 36' 70A 70.0 70.7 70.7. 60.0 60.0. 24' 68,4 : 66.4 _ 66.4. 66:4. 60.0 ' 60.0. 74' 30' 65.5 65.5 65.5 65.5 60.0 60.0 36' , 63.1 63.1 63.1 63.1 60.0. 60.0 24' 69.5 69.5 • 69.5 69.5 - 72' , 70• 66.9 .669, 66.9 66.9. - - 000 36' 64.7 '64.7. '. 64.7 64.7 - - toe 24• 62.1 62.1 62.1' 62.1 - - ' 76' 30- 59.7 59.7 59.7 59.7, - _- 36' 57.7 57.7 57.7 57.7- - - 39 3/8' a) 96' 36' 70.0 70.0 - 80.0- 80.0: 60A 60.0, )9_ 106' 36' 70.0 70.0 80.0 60.0 - EXT (4) DESIGN LOAD IS BASED' ON STD.. SM.L, FOR: LOCKS AND HINGES LOAIFATIONS SEE SHEETS 2 &-14. (5) ANCHORS AT TRANSOM' ENOS ALL LOADS /� \ D.LO.. HEIGHT (TRANSOM) -, TRANSOM LEAF' HEIGHT - 10' t fin.) \ ` D.L.O.- WIDTH (TRANSOM) - TRANSOM LEAF WIDTH - 10' / - r- / / / /' iV.s 1 IIII • ▪ D.L OPW • I• • • • 3649/is- "S * INACTIVE • • TOR LE�N�DTH • • (0/XX), 11; 1 i l • • • • • 71:48 • • • • • ••• • • AL /MANORS AT STILE ENDS (7) AT r O.C: • ••• • ••• •• • • • • •• • • • • •• •• •• •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• ••• • • • •• •• ••• • • • ••• • • 3• 6 1 /2' MAX:, SILL' CORNER ANCHORS , AT ADA THRESHOLD ONLY FL #18320 Aug.L4 tu1D7i6 PM m�N y _ 0> Ztn rW ye 5¶ 0 m n soot r\ C 4 � n y yC • s � I drawing no. W15-45 sheet 0(16) 5 1/2- MAX. HEAD/SILL CORNERS. SINGLE (STATIONARY) SIDELITE UNIT (SEE DETAIL IN SHEET 1 t) 39 3/8. MAX. FRAME 'MOTH 13` 3/4- MAX. HEAD., SILL Se 41 as < 0 G O NARROW DE SURFACE APPUED FALSE UUHT1NS OR . DECORATIVE GRILL MAY BE USED O 29 9/16' MAX. D.L. OPG. 36 9/167 MAX. - 0 SMITE LEAF WIDTH TYPICAL ELEVATION( ( O ) SIDELITE WAD CAPACITY - PS?' STATIONARY PANEL (0). SIOEUTE 09AS. GLASS TYPE 'A' GLASS TYPE, 'B• GLASS TYPES C' Jil 'D• FRAME WIO1H FRAME HEIGHTHEIGHT( EXT.(4.). INT.(-) EXT.(+) INT.(-)' EXT. i) OR.(-), 39-3/6' 97-3/4' 70.0. 70.0 -. 110.0. 80.0 60.0 60.0 39-3/6' - 106" 70.0 70.0 60.0 80.0 - - •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DESIGN LOAD:CAPACITY.• PST SIDEIJTES. WRH SINGLE OR DOUBLE LEAF DOORS 51DEUTE WIDTH INCHES Dow HEIGHT INCHES GLASS TYPE,, 'A' (SEE NOTE BELOW) GIASB. TYPE 'B'- CLASS TYPES' 'C' & 'D' NARROW STILE SIDEI]TE _ W/0 R61I4P. NARROW gnu SIDEU'TE. KITS' RE1NF. WIDE 5'nIE SIDEUTE 11/0. RUNT.' NARROW. STILE WIDE STILE Mane' W/0 RENT.' OR.(*) INT.(...) EXT.(.) f INT.(-) EXT.(.) NT.(-)... EXT.(.) INT.(-) 30 36 42 45-7/6 48 52 54 56 '50 E0 60.0 60.0 80.0 50.0: 50.0 ._ 80.0 60.0 60.0 60.0; 60.0 80.0. 60.0. 50.0 80.0 60.0 60.0' 80.01 80.0 80.0 80.0 . 80.0 60.0 60.0 60.0' 50.0 80.0 50.0 ' 60.0 80.0 . 80.0 - - - 50.0' .00.0 80.0 80.0. 80.0 60.0 _ - - t73.5 73.8. 73.8 73.8- ,73.6 73.8 - - 71.1 .71.1 71.1 71.1- 71.1- 71.1 - - 68.6 68.6 68.6 68.6 68.6 66.6 - - 84.0 64.0 ' 64.0 64.0 64.0 64.0 - - 30 36 42 413-.7/8 48 52 54 56 60 64 60.0' 60.0 80.0 60.0 80.0' 80.0 60.0 60.0 ' 80.0.. 80.0 80.0 " 50.0 80.0 80.0 60.0 60.0 :80.0} 80.0 80.0 80.0' -50.0 80.0 60.0 60.0' 80.0 . 60.0 80.0. 00.0 60.0. 60.0 - -. 50.0, 60.0 80.0 80.0. 80.0 80.0 - - . 73.82 73.8 73.5 73.5. 73.8- ' 73.! - - 71.1 71.1 71.1 71.1 71.1, 71.1 - - -68.6 65.6 - 68.6 68.6' 68.6. 68.8 - - 64.0 64.0 64.0 64.0 64.0 64.0 • - • ..... '30 36 42 46-7/8 46 52 54 55 ' 90 80.0' 80.0 30.0 •80.0' 80.0 60.0 60.0 60.0 60.0 80.0 80.0 .50.0, -80.0 80.0 60.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 - - 50.0 80.0 80.0 50.0; 80.0 . 80.0 - - 50.0" 80.0 80.0 .80.0 800 80.0 - - -.73.8 - 73.8 73.8 73.8 73.8 73.8 - - .71.1-' '71.1 71.1 71.1 ,71.1 71.1 - - 68.6 ' 68.6' 68.6 66.6' 68.6 68.6 - - 30 36 42 46-7/8 48 52 54 - '96 80.0 80.0 80.0 80.0. . 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0- 60.0 60.0 80.0 80.0 50.0 80.0 80.0 - - -76.0' 75.0 ' 76.0. 76.0 76.0 76.0 •- 75.1 75,1 75.1 75.1 75.1 75.1 - - 71.8 71.8 . 71.8 71.6' 71.6 71.8 - - .70.2 70.2 70.2 70.2 70.2 70.2 - - 30 35 42 46-7/8: 48 52 97-3/4 80.0 80.0 80.0 • 80.0 50.0 80.0 . 60.0 600' '80.0 80.0 80.0 ; 50.0 - 80.0 • 80.0 60.0, 60.0 79.1. 79.1 79.1 79.1 79.1 79.1 - -• 74.7 74.7 74,7, 74.7' 74.7 74.7 - - - 73.7' 73.7 73.7, ` 73.7 73.7 73.7 - - 70.5 70.5 70.5 70.5'. 70.5' 70.5 - • - 30 36 42 "46-7/8- 4e. 102' -80.0 80.0 80.0 50.0. • 80.0 80.0 - - _.80.0 80.0 - 80.0 80.0' 80.0' 80.0 - -. 75.8 75.8 75.5 . 75.5'. 75.8 75.6 - - - 71.6 71.5 71.6 71.6. 71.6 71.6 - - .70.6 70.6 70.6. 70.6 .70.6 70.8 - - - 30 36 42 46-7/8. 48 I0E' 79.7 ' .. 79.7 80.0 80.0 80.0 80.0 - -, 73.2 73.2 77,3 773i' 77.3 77.3 -. -. 87.7 67.7 71.6 71.6' 71.6 71.8 - - 63.7' 63.7 67.6 67.6' 67.6 67.6 - - 62.9 62.9 68.7. 56.7 '66.7 66.7 - -. FOR GLASS- TYPE 'A' UMIT MAX. DESIGN LOADS TO ±70.0 PSF EXT.(+) DESIGN : LOAD IS BASED ON STD. SILL 5 1/2: MAX. HEAD/SILL CORNERS 1I11111`I1. (6) ANCHORS _AT'HEAD/SRL -' . / '0 / 1 v \ \ 1/• \ i/ / / /. / r� O I; a -- 1,y1 OW i /:{ mo <r, § \\ gm - _ ism mittovi ,K.- H'" I Ii o I =.=-it=-= O, / \ \ \ =-=-Its--= ',)l;, O iol I r q 11, \, ( Y 1 ,i // �� SURFACE APPLIED FALSE MUNONS' MAY BE USED, NARROW/VAX SIOELRE WIDTH 1 1/4' ROW. AS RE00. SEE CHART NARROW'STILE SIDELTTE-WITH DOOR (W/WO RPOrGiW • • • • • • • • • • •• • • • • • '26 9/16' MAX. ' b.L OPC. 36 9/16'- MAX., DOOR LEAF -WIDTH SIDELITE-LEAF YNNIOTH 75' MAX. DOOR tram (%X) 39. 3/5' 11AX.. DOOR W10TH (X). S O UTE W10iy - 1 3/6 ' (OXXO) SILL ARCHERS AT STILE ENDS (7) AT 3' 0.C. - - - WIDE STILE SIDELITE WITH DOOR • SIN! CTIOt19( •U5E:L1N•RTs AS FOLLOWS.' • 1, SELECT SNGtEOOR DANSU! 000R5' CAPACITY. FROM • *TABLES ell SJIEEPS 2•h'�• . • •�: •SELECfLORCR S0E)FTE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3, LOWER VALUES FROM STEPS 1 OR i W1LL APPLY TO ENTIRE SYSTEM. • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FL #18320 FRAME WION1 j(Tl l l l O n Aug ..! .718-P drawing t60.. W 15-45' sheet of1C O,I el I o u OII �i11 _ //�0,� / /- .\ I I•= 1010 - t•!_— 1 _._ — IIIIIB SINGLE LEAF DOORS WITHOUT SIDEUTES. SINGLE LEAF DOORS WITH SINGLE SIDEUTE AT EITHER SIDE OF DOOR: QII 111 i c --- — p -- --- — 1 • -- --- — -- — ---I //© / - \ // / i% \\1 \\ `\. i1'i 1 i% //o 1 i% \ 3 .) 11 is mi••, 4_ M— M■MI - -- ■...�1 .MIS I �, .=M. #� 07. O On) O Obi _ 76_ MA1f.— — O OPTIONAL O _ 78_ fLUf:. 0 OSINo ...1 mr ,,� 'i— ie— 1 !Iei•� , fie• Q�b . SIN, ANC I / / / / \ V \ a ��11 ©�� I I A/ / f / 111111111111111 Ora 393/e* 0 76' LE AND DOUBLE LEAF DOORS WITH TRANSOMS WITHOUT. SIDEUTES' DOUBLE, LEAF 000RS WITHOUT SIDELRES. DOUBLE LEAF DOORS WITH SINGLE SIDEUTE AT EITHER SIDE OF DOOR. SEE SHEETS 2 ANO 3 FOR MAXIMUM DOOR WIDTHS.ANO HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS • • • • • • • • • .0•L.00 IjEIGHT (SIDELITO -- LEAF HEIGHT - 12" (4" TOP,,RAIL. 6' GOT. RAIL) • U.Le. WIDTH SIDE ( LITE) LEAF WIDTH - Kr (WIDE STILES) • • • • • • • • • • �.Lb•WIDTH (SIDE' LITE) - LEAF WIDTH 6- (NARROW. STILES). • OOOOOO • • •• ••• •• • • • •• APPROVED CONFIGURATION' • ••• • . ••• •• • D00RS,.SIDELITES ANO TRANSOM COMBWATIONS•SHOWN ABOVE CAN BEIUS/D AS INDIVIDUAL UNITS AS SHOWN OR' P1 COP 61N TIOAi P4M44113THEr f'P130VCD tRODUCTS, USING F:B.C.:APPROVED MULU94IN BCIWE . • • • • • • • • • „ 91 LOWER VALUES FROM DOORDEYITE, MULLIONS €R APPROVED PRODUCT! USED WILL APPLY TO ENTIRE SYSTEM. TO BE APPROVED BY AJH (AUTHORITY HAVING' JURISDICTION). ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •- • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #18320 e/ONA. A i9 7:16 u cc g ,c 142 a ¶ drawing ' no. W1'5-45 sheet 6 of 16) 3 EXTERIOR' FINISHES BY. OTHERS TYPICAA. ANCHORS SEE ELEVATIONS -FOR SPACING SEE CHART FOR MIN.' LENGTH • :-*-CONCRETE IT4 , 0 LFLUSH 130LT' GUIDE TUBE (ID ap m FIEXTERIOR BY OTHERS SEE LEAF CORNER DETAIL ON SHEET -15, POURED & HARDENED: HICK STRENGTH GROUT Fe - S000 PSI' MIN. NOT BY-SI.W. F1 MUST TRANSFER_ SHEAR LOADS. TO STRUCTURE. LOAD REARING �� (SOLID SHIMS OPTIONAL TO GROW) w.. �'.. ••• > » ATYPICAL ANCHORS SEE ELEV. FOR SPACING . 'SEE CHART FOR' MIN: LENGTH STD_ SILL�.,.,,,,, OPERA1;T.R 1TTTTTq/ (APPROVED FOR WATER RESISTANCE) INMENVi ve- TYP. TOY W000 BUCK FASTENERS BY OTHERS .COHGRETE a EDGE OIST. coWn W`v TYPICAL ANCHORS SEE ELEVATIONS t FOR SPACING FOR- MIN." LENGTH.. METAL STRUCTURE OR APPROVED MULUON v. TYPICAL ANCHORS: SEEELEV. FOR SPACING ANCHORS. TYPE SUBSTRATE / AT HEAD f AT SAL AT JAMBS WIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE GIST. MIN. LENGTH MIN. EDGE 01ST. 1/4' DI. ULTRALUNS VY 'ELCO• (Fu.177 KSI. F)-WSS KSI) [ —.WOOD- 2-3/4 t' . NA NA 3-3/4' 1' MASONRY NA NA NA NA. 3-3/4 2-1/2'' CONCRETE 2-3/4• ' 2-1/2' '2-3/4'' 2-1/2' 3-3/4' - 2-1/2'_ 1/4" OA. SELF ORT UNG SCRLNS (GRADE 5 CRS) _ METAL 3/4' 3/4' NA N.A.3/4' 3/4' W000 - 2BY WOOD BUCKS OR WOOD'.. STRUCTURE SG. 0.55 MIN. MASONRY - C-90 HOU.ON/flLLED BLOCK Fen:. 2000.PSI. MIN. CONCRETE - Fe_ - 3000 P51 MIN. METAL • I/8' TAW THK.' STEEL Fy 36 KS1' MIN. F.B.C. APPROVED MULLION 1/8' MIN.'THK. 18Y 0R 2BY W000 BUCKS AND METAL STRUCTURES NOT, BY. S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE: ANCHORS; MAY BE HEX OR FIAT. HEAD. • • • • • • • • • • •• • • • • • • • • • • •• •• fleVM • • • • •• • OPERABLE UNIt9 • • (NOT. APPROVED FOR WATER RESISTANCE) uMR MAX. DESIGN LOWS TO t82 PST • r— rz.14.f1 ?�1 CONCRETE • • • (NOTAPPRO0D. FOR WATER RESISTANCE) I.MT MAX. DESIGN LOADS TO 362 PSF 0110 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • •. • • • • • DOORDETAILS 10) c • 0 1 drawing no. W15-45 sheet 7 of 18 TYPK:AAL"ANCHORS -�• SEE ELEV.,' - FOR SPACING _ ' SEE' DORT:-.. FOR MIN. LENGTH'; NOT APPROVED v FOR WATER RESISTANCE EXTERIOR FlNISNES r BY :OTHERS 3/8' u LOAD BEARING SHIM EXTERIOR FINISHES:` UT OTHERS MAX: LOAD BEARING SHIM ACTIVE LEAF. D.L 0 LEAF WIDTH FRAME WIDTH (X)' EXTERIOR INACTIVE LEA/ LOCK. OPTKNIS SEE SHEET14 TYPICAL. ORS .SEE ELEV. FOR SP SEEC FOR LENGTH LOCK OPTIONS SEE SHEET 14 LOAD BEARING SHIM Oro MT RESISTANCE 0.LO. DOOR LEAF WIDTH 0 ACTIVE LEAF 0.L0. DOOR LEAF 'WON FRAME WIDTH (XX)• EXTERIOR SEE SHEET 1 FOR, GLAZING 0 LOCK• OPTIONS SEE SHEET 14 • FOR WATER RESISTANCE INN -STD. DLL • • 000 • • • • • • • •—•y, OOOOO • `f . . • • • • • • • • • • 0 • • • • • • • • • w • EXTERIOR • • • • • • • ••• 000 • • • • 000 • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • FL #18320 GAL - A SEE ELEV.'. FOR SPACING SEE CHART FOR MIN. LENGTH siRucthREmEr$4. ..1/4" MAX. SNIIJ DOOR_ DETAILS Aug $3`5.7.17 1- drowng k no. W15-45 __[sheet- 6_of16) .CNCRETE CONCRETE TYPICAL ANCHORS SEE ELEVATORS FOR SPACING SEE CHART FOR MIN.; LENGTH PANIC- LOCK FASTENERS SEE SHEET 11 'TYPICAL ANCHORS SEE ELEV. FOR SPACING: SEE CART FOR MIN, LENGTH EXTERIOR FINISHES BY OTHERS 3/6' MAX. LOAD BEARING SHIM TYP161L ANCHORS SEE ELEV. FOR SPACING SEE CHART.. FOR MIN. LENGTH DOORS WITH SURFACE APPLIED PANIC HARDWARE •EXTERIOR •• ••• • • • • • •• • • . • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • • • • 'ADA THRESHOLD OPTION .2 ••• 4.• • ••• • •• • • • • OPEPABI E UNITS Ise* • • • • • (NOT APPfg4ED FOR WATER RESISTANCE) LART MAIL. DESIGN LOADS TO 162 PSF *lb* • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • . • 000 • • DOOR DETAILS FL #18320. 7.17 P drawing no. W15-45 sheet 9 o11 6J O 0 Ed. O 'TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING /12 X 1— /4' SATS AT 12' O.. MAXI :OPERABLE DOOR WITH TRANSOM TYPICAL ANCHORS' • SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH METAL STRUCTURE OR APPROVED MULLION Ed as gg.5 TYPICAL ANCHORS 3. ,SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH TRANSOM Run FRAME TYPICAL .ANCHORS SEE ELEVATIONS FOR SPACING,: SEE CHART FOR MIN. LENGTH' MAX. SHIMS ALTERNATE LOCATION_ FOR ANCHORS. EXTERIOR MIS 73 3/37. MAX. OTHERS TRANSOM LEAF WIDTH •• 3�� .MAX. oils • • • • • •• :.t • • • • O011RAPANWOM MOTH LOAD OEARINO • ' • • • • • • • • SHIM • • • • • • • s • • • • • MOP SPA EWL} i•Oittfli MULL FNOdL • • • ANCHORS INTO:MObO. MASONRYOR'CONC.; 1/2'. MAX': SHIMS, - AIICHORS *TO ►ETAL•STRUL4l�t�§ • • • 1f4• MLR.' SHIMS. • • • • • -• A•' • • • •• • • • (SEE SNP :.4 WOR•HOWIJOIAL iRILDON:UKgORt • ••• • • • • • SEE NOTE BELOW • • • • • • • • • • • • • • ' • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • EXTERIOR O.LO. TRANSOM DETAILS FL #18320 drawing no. W15-45 amen pofIS) 11 -- CJ ID ( o y O �1 ® o E Y OD OD EXTERIOR O di rr L POURED & HARDENED NIGH STRENGTH GROUT re • 5000 PSI MIN.. NOT 8Y S.I.W. MUST- TRANSFER SHEAR„ LOADS.:TO • STRUCTURE'. LOAD BEARING. (SOLID SHAM DPRDHAL TD.GROtf) i4PIWt. ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR. MIN. LENGTH TYPICAL-AHCHORS .. SEE ELEV:;;.•,• FOR. SPACING SCE CHART : -:: FOR MN. LENGTH. EXTERIOR; ` FINISHES BY OTHERS 3/E' MAX. LOAD BEARING SHIM TYPICAL ANCHORS' SEE ELEV. FOR SPACING • SEE CHART FOR MIN. LENGTH 3/r MAX. LOAD, BEARING SHIM STATIONARY UNITS (SINGLE SIDELITE) NROW K SIOAREUTE EXTERIOR DA-.0. 1 NARROW SIOEUTE LEAF WIDTH' SIDELITE WIDTH 18Y WOOD BUCK. .... FASTENERS BY, OTHERS FOR SPACING. SLE' CIWTT . . • FOR MIN. LENGTH 0 0 E/8' MAX: LOAD BEARING SHIM. EXTERIOR D.LO WIDE SIDELITE LEAF WIDTH SIOELRE WIDRN TYPICAL ANCHORS SEE. ELEV. -FOR. SPACING SEE CHART FOR MIN. LENGTH METAL, STRUCTURE. 1/4 MAX.:, •• • • • • • • • • •• • • • • • • • • . •• • • • •• • • • •• • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SHIM ' SIDELITE DETAILS FL #18320 A Ulf 57.17 A 1 drawing no. W1'5=45 sheet 11 of 6 .5 TYPICAL ANCHORS SEE ELM.. FOR SPACING' SEE CHART FOR MIN. LENGTH • EXTERIOR FINISHES . BY OTHERS 3/6` MAX. LOW BEARING - SMM SI AT 6' 6fFROM12' ENDS-O © NARROW SHIM k 12' O.C. _ AS REoo. SIDEUTE WIDTH EXTERIOR D.10: 36 9/t6' MAX. 000R- LEAF WIDTH 76' (XX) 39 3/8'(X)' . T j 3/6•'. MAX. LOAD BEARNC SHIM D.L.O. WOE SIDEUTE LEAF WIDTH SIOEuTE WIDTH MAX.- DOOR FRAME WON /12 SMS AT6' FROM ENDS SOFSITEa tY o.C. EXTERIOR •• •• • • • • • •• • o•..o:• • • • • •• • • •• •• a • • 9=16 • • •• • • • • •MAX. 6100R LOW WIWI • 76' (XX) 39'.3/8' (X) • • • IAAx. DOOR FRAM YIr. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • SIDELITE WITH , DOOR DETAILS FL-#18320 060 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • . • • • • • •• •• • • • •• •• 000 • • • 000 • • Aug 2 to 2l 12of16 57.17P O D00R/SIDELITE FRAME HEAD/SILL .200i2.125 () FRAME JAMB 4.000 100 T1'P. .437 TOP/BOTTOM RAIL 1_ 2.122 —1 O TRANSOM MULLION, .078 TP. l'/ HINGE/LOCK STILE 2.000 2.040-4-j 125 TYP. (7) SIDEUTE. SASH: STILE .078 (7) TRANSOM FRAME HEAD' .655- ,000 .062 J 1.2311 12 094 O FLUSH BOLT BLOCK 1.365 INTERIOR GLASS STOPS ' 4.000 (SIW502) 6.000 (58953 )- 8.000 (S1W538) 67 437 100 —rep. L1.900 -�1 (;) BOTTOM RAIL r 1.466 2.156 O 1.795 DOOR TRANSOM MULLION ADAPTER .170 .056 1.059 L —2.118_— -- JAMB.SCREW COVER .662 .803' } 13 . 1.365 1.365 .144 EXTERIOR GLASS STOP to DOUBLE DOOR ASTRAGAL 060 .930 F�-2.0/0. f C l TRANSOM SCREW COVER • •• Io SINGLE DOOR•ASTRAGAL • 34 CHAIR!. RAIL — 37S "aJ I _T +I 1:070 11 SNAP COVER r- 1.750 L 25 STEEL REINF. .062 .4,5.� 4.000—.I •• • • • • • • • • •• Os) "i`EIQI YOAR • • • • • • • •• • • • •• 2.382 •• .250 l l OPTION '#1 O ADA-THRESHOLD •560 • • • • • • • • • .078_17, • • • - A632• • • • • • • • • OPTION #2 ADA THRESHOLD • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 14 JAMB/MULL ADAPTER. drawing no.. W 15-45 6neet 13 of 16J LOCK OPTIONS 1 & STD: 3 POINT LOCKIJ MAX. FRAME -HEIGHT 108 IN. MAX.;' LEAF 36-9/16 IN. MAX. DESIGN LOAD = B0 PSF ACTIVE LEAF: 0P110N 6L• ,3 PONT LOCK. ASSEMBLY (M18055) BY 'AWNS RTE' WITH'4015 THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED. TO LOCK KEY OPERATED ON E7RERIOR AHD' THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEM' AND -SILL OPTION 63; LOCK ASSEMBLY (W51 t0-STACT6) 87''ASHUAND' WITH THROW e0LT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND S61 INACTIVE LEAF CONCEALED FLUSH BOLTS (F8-1202-914) BY 'SULLNAN & ASSOC.'. MANUALLY OPERATED LEVERS MOUNTED ON INSDE FACE OF LEAF STILE LOCATED AT 13-1/2" FROM 90T10M AND 34- FROM TOP — 7 IP— _ /� / / / /, \\ �. \ \ \ / /. / / / \ \ \' \ \ \S: =X \ / / i / / ACTIVE NACIM ACTIVI 36-9/16' 36-9/16' LOCK OPTION 4 MAX. FRAME HEIGHT - 97-3/4 IN. MAX: LEAF = 36-9/16 IN. MAX. DESIGN LOAD - .60 ;PSF EXPOSED. FLUSH' BOLTS (F13-1202-914) 9Y .'SuLLNAN & ASSOC.". • MANUALLY OPERATED, LEVERS -MOUNTED ON FACE OF. LEAF STILE' LOCATED AT 13-1/2' FROM BOTTOM AND- 34' FROM TOP' INACTIVE LEAF CONCEALED FLUSH BOLTS. (Fe-1202-914) BY 'SULLNAN & ASSOC: MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34- FROM TOP — 1N /'ff / 1 / 1 / / 1 / /. / / I: \' '1 \ i. 1 t,, I \- .\i I\ /\ i \ \ / \ \/ , I/ wcnYE �A}� ACTIVE 36-9/I6' 36-9/16" LOCK OPTION 5 PANIC EXIT DEVICE` MAX. FRAME HEIGHT: = 97-3/16 IN. MAX: LEAF WIDTH = 36-9/16 IN. MAX:: DESIGN; LOAD = 62 PSF .GTNE R INACTIVE LEAF, SURFACE VERTICAL. ROO PANE: COT DEVICE BY ',ACKSON PANIC SYSTEM' MODEL 1275 LOCATED.AT•38" FROM SILL AT EACH LEAF. PANE;; BAR FASTENED. TO LEAF WITH (7) /8-32 X 1/4" SOCKET HEAD MACHINE SCREW (1) i65x'3/4' FH TEK SCREW TOP AND BOTTOMLATCH ASSEMBLT'Y BRACKETS FASTENED To STILE WITH (2) 1/4-20 X 4-1/4" SCREWS. C } 36-9/16' • 36-9/16' NSW # PAIR /' . REQD., DESCRIPTION .MATERIAL YANP./SUPPLIER/REYARXS 1 S1W523 AS REGO. FRAME TRANSOM HEAD .5063-T6 ALTERNATES TO.2 2 SRT505 1 DOOR/Mann FRAME IEAD/SR1 6063-16 - 2A SNY5058 1 TRANSOM IAUUION 6063-T6 - = 3 SIN506 2/000R FRAME JAMB 6063-116 - 4 SRW502 1/ LEAF 000R TOP/BOTTO7 RNL 6063-16 - 5'- SW537 1/ LEAF 000R BOTTOM. RAIL (6') '6063-T6 SEE SHEET 13 5.1 SRA536 1/ LEFT DOOR BOTTOM PAL (6') 5063-T6 SEE SHEET 13 6 SNf503 ' 2/ LEAF H610E-STItEAOCK STILE 6063-TB - 7 S1w507 2/ LEAF SIDEUTE SASH 511LE 6063-16 - ..6 SRV542 AS RECO. 000R TRANSOM MULL10N ADAPTER 6063-T6 - 9 56Y511 AS REGO. SCREW. COVER 6063-T6' JAMB B, TRANSOM 10 9W509 AS RE00. DOUBLE 000R ASTRAGAL - 6063-T6 - 1OA SnR35 AS REOD. SINGLE 000R ASTRAGAL 6063-T6 - 11 51WW510 AS REOD.. SCREW COVER 6063-T5 . - 12 Sw512 AS RE00. INTERIOR CLASS STOP 6063-75 - 12A DWF-024- AS RE00., INTERIOR GLASS STOP 6063-T5 - 13 566513 AS RE00. EVERTOR GLASS STOP 6063-T6 - 13A. 9W533 AS RE00, EXTERIOR GLASS STOP + 6063-T6 - 14 SW504 AS RE00. 000R ma/mutt A0AP1CR: 6063-T6 - 75 9016E - BULB W'S1RIP!91G VINYL CENTRAL P7STKS 16 U4513 - 0-LON 6/STRIPPING W It SCHLEGEL. 17 5530 AS RE00. INTERIOR GLAZING GASKET (DUROMETER 7065) SAMOPRENE Err CENTRAL PLASTICS: 17A 5531 AS RE00:- EAILHAIR CUZING GASKET (0UR0METER..7035) SRNTOPRENE BY: CENTRAL PLASTICS 78 W23201N60020 AS R00. FINSEAL PRE vs71IPPINO - ULTRAFAB: 20 /8 x 1/2' - ASTRAGAL SCREW" PH SIAS - AT 4' (Rom ENDS & 6' 0.C. 21 I6 X.' 1/2' AS RECO. CRASS STOP. SCREWS -SELF 0RR11HC - AT 6' FROM ENDS & 15' 0.C. MAX. 22 /12 x 1-1/4" - FIX, PANEL • SCREWS PH SAS( - AT 6- FROM ENDS & 17. 0.C. MAX. 24 S044HD 4/LEAF BUR HINGES- ST. STEEL DELTANA. 25 - AS REDO. MULLION. RENFORC6IG .STEEL. -• 26 112 X 4' 1/ CORNER FRAME. ASSEMBLY SCREWS ST. STEEL PH SIAS 27 /12 X 2' AS RE00. FRAME ANO LEAF ASSEMBLY SCREWS Sr. STEEL. PH SIAS 26 /12 X 1/2' AS RECD. HINGE ASSEMBLY. SCREWS ST. STEEL FH MS TYPE F SS. 29 , 20306 AS REDO„ ADA THRESHOLD 0PR0N /1 6063-T6 - 30 D8019AV36 AS RE00. DOOR 'BOTTOM SWEEP ALUM/VINYL BY CRL 31 S7W521 - RUSH BOLT BLOCK' 6063-T6 - 32 /2. - FLUSH BOLTS - SILLNAN R ASSOC. 34 SIW539 - 2' CHAIR RAL 6063-T6 - 35 9W546 1 ADA 1HRESHOLD OPTION /2 6063-T6 - 36 SIM547 1 THRESHOLD COVER 6063-T5 - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS°SEALED WITH SMALL JOINT SEALER. •• • • • • • • • • •• • • • • •• . • • I1114111; •• • • • •• 4' X 4' ST. STEEL BUTT HINGES 'DELTANA(D584N8 0R S04414D) AT 13" FROM: TOP AND' BOTTOM ENDS AND 26-5/6' 0.C. MAX.` HIE ILR RRED. TO or runt •ANO 00 29, suit • U G (Y�{12 X,1�FSR 1/S • • • • 3. WNCES.PER LEAF 41PT• 6/8• 4671 D00R9• • • ONINGES•PER.. 6GF'D/ORS RICHER 1I*N4d/6• • • • • • • • • • • • • • ••• . • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FL #18320 OF. /ONAA` Auy2 + 37.17 Z R PE gem drawing no. W15-45- sheet 14,016) DOOR/SIDELITE FRAME TOP CORNER TRANSOM TOP C TRANSOM MULLION CORNER •• ••• • • • • • • • • • •• ••• •• • • • •• • • • • 16X 1/2" ENMS 2 PER SIDE ADA THRESHOLD CORNER OPTION #2 -6' x-1-7/8" X 1/8. ALUM ANGLE 1-1/C WIDE • ADA THRESHOLD CORNER OPTION 01 • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #18320 U • J S N 0 n 0 7-P [en•e4 L or 16) DOOR TOP CORNER n. Ste - WASHER i' X 1.2. X .is' ALUM PLATE 3/E THREADED ROD 3/a' NUT DOOR BOTTOM CORNER ACCESS HOLE CHAIR RAIL CORNER •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �+9 g I • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and t t• 41J may immediately revoke, modify, or suspend the use of such product or material with% their jurislictipp. RER . reserves the right torevokethis acceptance, if it is determined by Miami-Dadg.cpFpty Pthact ontrol..: Section that this product or material fails to meet the requirements of the applicablebrdding code.. • • This product is approved as described herein, and has been designed to comply with. the Flonida.uilding Code,.including the High Velocity Hurricane Zone.- •....•• •• • [DEscmP1'IoN:seiies "HS-8700 (Flange -Frame) Aluminum Horizontal SItduig window -•1 AM:1. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizoota1.11olling Flange Impact • Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 1:12/40/17,:plered by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -pee County Product • Control Revision stamp with the Notice of Acceptance number and expiration date 15y the•ItMiatrO-Dadt MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mismidade.eov/economy County Product Control Section. • MISSILE IMPACT•RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless 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 and renews NOA No. 14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-0222.14 Expiration Date: 'April 11, 2022 Approval Date: April 13; 2017 Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10.of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer; signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-24• • • • along with marked -up drawings and installation diagram ofan oiyminui'MMrizontll sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) confi • ation, Qrepared by • Hurricane Engineering & Testing, Inc., Test Reports No. IIEIC;1049 and. HETI-10-3051, dated 03/23/11, signed and sealed by Candido l; . Font, P.&• •• (Submitted under NOA No. 11-0705.10) • • • •• ••• . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading me FBC TA494 along with marked -up drawings and installation diagram of . specimeps of an ' aluminum horizontal sliding window, XOX (1/4-1/2 1/4' Und .1/3-1/3-1/3.) • configuration, prepared by Hurricane Engineering & Testing: Inw,•Test deports Nq. ' HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, IIETI-1063223 ant IIET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. IIETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, IIETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) i Perez, P.E. Product on of Examiner NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-1 Lawson Industries, Inc. B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. FaM,•P.E. (Submitted under NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading peeZBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-i4 • • • . { :.. • . 4) Large Missile Impact Test per FBC, TAS 20'1'94 `• 5) Cyclic Wind Pressure Loading per FBC, T1 ' S-94 •„• . • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS202r94 • along with marked -up drawings and installation diagram of 8 specmens of .:. aluminum horizontal sliding window, XO configuration, prepated.1 Fene'§tration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-309$ and FTC13¢4, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) • .. •• • • •. •. . .• •. • • • . . . .•... • • . • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers; dated 06/ 5/ , expiring on 07/04/18. Ma Product C NOA Expiration Date: Approval Date: rez, P.E. xaminer o. 17-0222.14 April 11, 2022 April 13, 2017 • E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with theliFBC 5th Edition.(2014),1dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048,' HETI-10-3049, HETI-10-30491, HETI-10-3050, IIETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. •• • • • (Submitted under NOA No.11-0705.10) • • • • • • • . . 4. Laboratory compliance letter for Test Report No. HETI-10-32rj., jisued b;j hricane,..:. Engineering & Testing, Inc., dated 04/25/11, signed and sealecLbfr.afael E, Droz- • • Seda, P.E. •••• ..••. • •(Submitted under NOA No. 11-0705.10) • ca.. • • • •• • 5. Laboratory compliance letter for Test Reports No. HETI-08-MilETItO$t2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-203S, HETI-08-2116A • • and HETI-08-2116B, issued by Hurricane Engineering & Testing, lc., doted;. 01/15/08 through 02/28/08, all signed and sealed by Candido >;. Fpt4, P.E' •• .. . ... . . •. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Manu P.E. Product Co rol E miner NOA s .-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 M !AM R:ADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CSIW_Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control. Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined 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 Flo ¢a•Building Code, including the High Velocity Hurricane Zone. '....' DESCRIPTION: Series "S-400" Outswing Aluminum Casement Window — • • • • APPROVAL DOCUMENT: Drawing No. W09-54, titled "S-400 Alum. Outswka Dement VVZ1w. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision B dated 08/21/14, papered by.41-Fgrooq • Corporation, signed and sealed by Javad Alunad, P.E., bearing the Miami —Dade Comity Product Couhol Revision stamp with the Notice of Acceptance number and expiration date by the MilingitDade.ColiaLy Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315.2590 F (786) 315-2599 www.miamidad e.tov/economy .--.—. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • . • . • LABELING: Each unit shall bear a permanent label with the manufacturer's:name•or logo, city, state, • model/series, and following, statement: "Miami -Dade County Product Control Approved", unless. otherwise noted herein. .. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate 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 and renews NOA# 12-0223.06 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. MIAMI•DADE COUNTY NOA No.14=0926.14 ExpiratioW Date: January 27, 2020 Arproval D'atiFFeliruary.l2, 2015, Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-54, titled "S-400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision B dated 08/21/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1.. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test 'per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09-2602,11ETL-09,2608, HETI-09-2609 and HETI-09-2610, dated 08/15 to 26/09, signe4niid sea1eel•b • Candido F. Font, P.E. • • • •• ••• •• ...• (Submitted under NOA#09-1021.09) . . • . ••••• •• • • . C. • CALCULATIONS • •• • • 1. Anchor verification calculations and structural analysis, compiy,�tcwith �''Bc`5m • • Edition (2014), dated 08/18/14, prepared by A1-Farooq Corpb%afibn, signed and . sealed by Javad Ahmad, P.E. • • ••• •. •. •• •2. Glazing complies with ASTM E1300-09 • • • D. QUALITY ASSURANCE • • 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Manuel7erz, P.E. Product Contrcil-Examiner NOA No. 14-0926.14 Expiration Date: January 27, 2020 Approval Date: February 12, 2015 E - 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with .FBC-5"` Edition (2014), and of no financial interest, dated August 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-09-2599, HETI-09-2599B, HETI-09-2601, HETI-09-2602, HETI-09-2608, HETI-09-2609 and HETI-09-2610, issued by Hurricane Test Laboratory, Inc., dated 08/15 to 26/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1021.09) G. OTHER 1. Notice of Acceptance No. 12-0223.06, issued to SIW Impact Windows, LLC for their Series "S-400 Outswing Aluminum Casement Window — L.M.L, approved on 04/26/12 and expiring on 01/27/15. .•.. . . . .... . .. . .. . . .. . .. .... • • . . . ... • • • • .. • .... • •• • . ... • • . • ... ........ . • • • .. • • • • • • . •• . ... . • • Manuel Pete P.E. Product Control iner NOA No. 14-0926.14 Expiration Date: January 27, 2020 Approval Date: February 12, 2015 E-2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson. Industries, Inc. 8501 NW 90`° Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be`used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable buil4ipg.code. This product is approved as described herein, and has been designed to comply evith fhe F1orida.Bttilding Code, including the High Velocity. Hurricane Zone. • • • •' • • • DESCRIPTION: Series "4200/ 6260 Flange -Frame" Aluminum Fixed Windo'-' ' ' I' "" MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-47QQ,6200 Fjangq-Fram4 Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revisgion.:$" dared 05012/17,.... prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing•tlAMiami-Dade•County • • • • • te• Product Control Section Revision stamp with the Notice of Acceptance number awl Expiration•.ate by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : . LABELING: Each unit shall bear a permanent label with the manufacturer's name er logo,. t ty: state? series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 'no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any, other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A. copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.18 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. • • •. • • • MIAM I: ADE COUNTY APPROVED 1 • . • • NOA No. 17-0531.05 Expiration Date: August 22, 2022 Approval Date: August 17, 2017 Page 1: Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an arch— and a rectangular fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12--4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz—Seda, P. E. (Submitted under NOA No.12-0307.06) .... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS g01- • • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 263---94:. • •. •. along with marked —up drawings and installation diagram of a•rectangularL., a circular • arch— and an elliptical arch fin —frame fixed window, spared 1 Iturrica1 e • • • Engineering & Testing, Inc., Test Reports No.'s HETI-09.•261 , dafed419/04/08,... HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 0700Aat, HEM ;09-2584; : • • • dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580%nd dated 07/10/09, all signed and sealed by Candido F. Font, P. E. • •• •• ••• •• •• • • (Submitted raider NOA No.12-0307.06) . 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading pir F$C, TA. 2A2--94• along with marked —up drawings and installation diagram of a rectangular fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a rectangular fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under NOA No. 03-0327.11) Jorge M. Plasencia, P. E. uct Control Unit Supervisor NOA No. 17-0531.05 Expiration Date: August 22, 2022 Approval Date: August 17, 2017 E-1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration -Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and • sealed by Hector Medina, P. E.• • •• (Submitted under NOA No. 02-0701.01) • • • • ••• ••• 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201:-V4 • •' • 2) Cyclic Wind Pressure Loading per FBC, T4S,203-94.. along with marked up drawings and installation diagram of rectangulai—'atirculai... • arch— and an elliptical arch fin —frame fixed window, pr;pated by • rricams • • • Engineering & Testing, Inc., Test Reports No.'s HETI-02'1I58, dater C4/08/02, . HETI-01-1103, dated 02/12/02 and HETI—01-1098, dated b'f/f 1 i02, all signed and . • sealed by Hector Medina, P. E. . • (Submitted under NOA No. 02-0701.01) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory`and Economic Resources (RER). Jo r M. Plasencia, P. E. Product 2'ontrol Unit Supervisor NOA No.17-0531.05 Expiration Date: August 22, 2022 Approval Date: August 17, 2017 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifolo Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBG�Sth Ed ition(2014),1 issued by manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.12-0307.06) • • • • 3. Laboratory compliance letter for Test Reports No.'s HETI-01)-2614, dated D/04/01, • HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07,J4/A9• HE1 R-A9P-2584,,..:. dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-01.2180, dated 07/10/09, • HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09I84A, HEI-094-258&, • dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2 79, datbd 07/10/09,':••. all issued by Hurricane Engineering & Testing, Inc., signed an iQ led bye a4dido •' • Font, P. E. •• , • (Submitted under NOA No. 12-0307.06) • • • ' 4. Laboratory compliance letter for Test Reports No.'s HETI-x2-48 j0 dated 03/05/1 z,• • • • HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/311/03' HEf' 03:--1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01730/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 14-0908.18, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/11/14 and expiring on 08/22/17. orge M. Plasencia, P. E. Pro et Control Unit Supervisor NOA No. 17-0531.05 Expiration Date: August 22, 2022 Approval Date: August 17, 2017 E-3 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ISIW.Impact Win down, LLC7 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 ox material fails to perform in the accepted manner, the manufacturer will incur the expense ohgefi esting ansl the AHJ may immediately revoke, modify, or suspend the use of such product' or materiekvitpin theiNkist1iction. 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 cote. • • This product is approved as described herein, and has been designed to comply with•tlie Florae f uilding•; Code, including the High Velocity Hurricane Zone. . DESCRIPTION: piled, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheep. l:through 18 of 18, dated 10/01/07, witli revision E dated 02/15/16, prepared by Al-Faroog Cpraoratiol9, signed anCl sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control 1t'evilion stllildp Aith thb Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0221.09 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.aov/economy .. . . . . . . ..• .. .. . . .• MIAMI•D DE COUNTY APPROVED . NOA No. 15-0715.04 Expiration Date: November 21, 2017 (Approval Date: _February 25, 2016 Page 1 • • • . SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-1016 06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18, dated 10/01/07, with revision E dated 02/15/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 nmtitlbtl. single hung and fixed windows, prepared by Hurricane Engineerag &•Testin , tnc., Test • • Reports No. HETI-07-4107, dated 03/26/07 and HETI=07-41J5. Med 04/iftir, signed and sealed by Rafael E. Droz-Seda, P.E. • (Submitted under NOA No. 07-1016.06) • • • •• ••• • ••• • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading pgrC, TA;2$2-94 3) Water Resistance Test, per FBC, TAS 202-SkL... . • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS:202-91•.:. • along with marked -up drawings and installation diagram of Series.100 thulled sing& • hung windows, prepared by Hurricane Engineering & Testing, Inc., Test 1Zepert N. • HETI-07-4108; dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC S"' Edition (2014), dated 07/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Man el Pe .E. Product Control ; : • iner NOA No. 15-0715.04 Expiration Date: November 21, 2017 Approval Date: February 25, 2016 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with'FBSC oh Edition (2014), ,and of no financial interest, dated May 19, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, -Inc., signed and sealed by Rafael° E. Droz—Seda, P.E. (Submitted under NOA No. 07-1016.06) G. OTHERS • • • • • 1. Notice of Acceptance No. 12-0221.09, issued to SIW Impact Wir ws, LL•C' Ibr their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved 'on 04/.4 E1.2 and expiring on 11/21/17. • • • • . .. . • • • • . • .. • . . .. • . . . .. .... .. . • • . * • • . • . • .• .• • .•• . • • Manuel P ' , P.E. Product Control : miner NOA No. 15-0715.04 Expiration Date: November 21, 2017 Approval Date: February 25, 2016 E-2 W-13 FIXED 37x50 PSF +40.1 -53.6 NOA: 17-0531 .05 D-2 SD 32x82 X PSF +40.1 -43.5 FPA: FL 18320.1 EGRESS W-14 CSMENT I9x339 X PSF +40.1 -43.5 NOA: 14-092_6.14 W-15 FIXED 19x39 PSF +40.1 -43.5 NOA: 17-0531.05 D-2 SD 32x82 x PSF+40.1 -43.5 FPA: FL 1 8320.1 W-16 FIXED I9x39 PSF+40.1 -43.5 NOA: 17-0531 A5 W-I2 W-1 I HR HR IIIx50 74x63 xox ox PSF +40.1 PSF +40.1 -53.6 -53.6 NOA: 17-0222.14 NOA: 17-0222.14 EGRESS MASTER BEDROOM MASTER BATH LAUNDRY ROOM GARAGE LIVING ROOM KITCHEN ENTRY MULLION NOA:15-0715.04 SIZE: 2x4x63 W-10 FIXED 1 1 2x63 PSF +40.1 -53.6 FPA: FL19053. 1 D-I DD 74x82 XX PSF +40.1 -43.5 FPA: FL 18320.1 DINING ROOM FOYER SCOPE OF WORK • REPLACE 15 WINDOWS AS SHOWN ON PLANS • REPLACE 3 DOORS AS SHOWN ON PLANS • ALL WINDOWS & DOORS SHALL BE IMPACT WITH CLEAR GLASS AND BRONZE FRAME W-8 HR 74x50 Ox PSF+40.1 -53.6 NOA: 17-0222.14 EGRESS BEDROOM HALLWAY W-7 FIXED 7400 PSF +40. I -53.6 NOA: 17-0531.05 Miami Shores Village APPROVED BY DATE • TONING DEPT PI.l3� DEPT - / /2 ;1j ,1 ,-.I ; ra r;tAll'i IN IAN(':h voill Al L. FEr)EI1AL q I f AN' rarr,l II nriorNs MULLION NOA: 15-0715.04 SIZE: 2x4x50 W-6 HR 74x50 Ox PSF +40.1 -53.6 NOA: 17-0222. 14 EGRESS BEDROOM GARAGE DOOR TO REMAIN W-1 HR 7408 Ox PSF:+40. 1 -43.5 NOA: 17-0222.14 FRONT DOOR TO REMAIN W-2 FIXED 104x50 PSF +40.1 -43.5 FPA: FL 19053.1 BATH W-3 CSMENT 37x38, X PSF +40.1 -53.6 NOA: 14-0926.14 f' JWfAJG- ik 4 07/0 FIXED 37x50 PSF +40.1 -53.6 NOA: 17-0531.05 • O ••••• S ! o C••io4 c C C •� O 0 • •••••AZ' •y••• • • Q • aQ� • ..=_fit*••• • • • • • • • •• •• • • • • 014 ••• • • Lz MULLIQTy14 1,-0715.04 SIZE: 21•1x50 •• • • • • • W_5 • • • FIXED • • • 37x50 PSF +40.1 -53.6 NOA: 17-0531.05 • • • • • • • • ce • • • wo C • C t z Al Scale: N.T.S • ALL NEW WINDOW SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2014 ALL NEW WINDOW & DOOR SHALL COMPLY WITH SAFE GUARDS REQUIREMENT AS PER F.B.C. 2014 iJ • / ,. .//:. ® /i_. t // /,%/ •/ // y- / �'ia. O//' 0 CD 1 - v \ \\ ® \\. i \\\ \.' 0 CD a NOTE: OX ., XO 1) REFER TO SHEET 2 OF Id' FOR INSTALLATION, ANCHOR DETAILS AND'- NOTES. 2), FOR „VERTICAL CROSS-SECTION DETAILS "A. Al, B. & 81" REFER' TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF' 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 CD i \\ \\ \ //% // ®\\• O XOX -Equal Lite (1/3-1/3-1/3) NOTES: 1) -REFER TO SHEET 2"'OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL• CROSS-SECTION DETAILS "A, Al. B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO -SHEET 8' OF 10 FOR, DESIGN LOAD CHARTS AND NOTES. Om // /// // /// // /// © ^ O C O < ' XOX - Un-Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET'2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A. Al, B, & 1711" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR _CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6. 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 'RODUCT REVISED as complying with the Liras Building Code e Acceptance No f d��2.'� Expiration Date PH 022 BY r( It4ia ode Proctoct .•: :' • .•. IMPACT WINDOW • • .• rn N 0 .w 0 0 z ai 0 J 0 0 a a a. 1 c O 0 0 cn 0 1 0 0 f. .••• � • .. I••. • . •. ,•.. • . •l ••. . ••• • N 0 L so cn mo aW u g C aA( oo 0 0 0 0 • o b a� 0 0 w Z 1 1 0 a Z • a NEST- UNIT SIZE: 111" X 63- * INSTALLATION FASTENERS (A) 10 AT FRAME+HEAD (14 AT FRAME HEAD IF DP- ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 'AT FRAME SILL IF DP ABOVE 70.0) (C)-5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. TEST UNIT SIZE: 111" X 83". NSTALLATION'"FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (8) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. 853/8 ..OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH TWO 'ADDITIONAL ANCHORS 'REQUIRED AT MEETING, RAILS FOR UNITS WITH^DP ABOVE +/- 70PSF. (4 TOTAL> tX- MAX. O.C.o.c) ' 1, , 1 , (MAX. q:c.)1 f Mox. O.L.O. wkw- a _j = 24 3/8, a to 0 / / N ///= r O m 0 43 ANCHOR NOTES 1. SAME.ANCHOR SPACING AT HEAD I: SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR.UNITS WITH DP ABOVE +70PSF / - 75PSF C4 TOTAL) 63" OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT 7 EXT. 1 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/_ SILICONE AND ARE AVAILABLE' AS OPTIONAL. XOX" WINDOW EQUAL LITE NDTES, 1 Ott VERTICAL CROSS-SECTION DETAILS 'A, Al, B, 6 Bt' AT SHEET *3 2. SEE HORIZONTAL cCROSS-SECTION DETAILS 'C, D, t. E' AT SHEET 1r5 .ilY-OVERALL-FRAME WIDTH` 110' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF <4 TOTAL) 12' -1 ( :MAX. O.C.) TEST UNIT SIZE: 74' X 63" INSTALLATION FASTENERS • (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT' EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. 5' AU- CORORNEERS) t: 13 1/4'-O.C. 13 1/4' 0.C. Mox. D.L.O. Width 1 i lit Molt. D.L.O. id h e co Vent D.L.O. Height 56 7/16" 0• II u I 11 \11 C\\ II 11 fl \I� 1� W 11 4\ •11 11 11 �1 1 _a II 11 it r Max. Fixed D.L.O. Height 57 9/16" // /// '/ • // ANCHOR NOTES' 1 1 1 1 1 1. SAME ANCHOR SPAC NG AT HEAD 1 SILL / 2. TWO ADDITIONAL ANCHORS REQUIRED AT - MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF (4 TOTAL) "XOX" WINDOW NOTES= 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, 8, 8 B1' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E' AT SHEET 115 APPL LE D NW/SILICONEDANDIAREMAVAILABLE E AS OPTIONAL. - UN -EQUAL LITE AT 5i ALL CORNERS) 13 1/4' D.C. 13 1/4' O.C. 13 1/4' O.C. 13 1/4' OC. i a .62 N 74' OVERALL ,FRAME WIDTH 73' INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEET1NG'RAILS FOR UNITS WITH DP ABOVE +/- 70PSF C4 TOTAL) 5� t(►UX,40: .) 1 4 1/2 '-� 1 0 14 J I 1 1 ANCHOR NOTES: ` 1: SAME ANCHOR'SPACING AT HEAD 6. .SILL 2. TVO ADDITIONAL ANCHORS REQUIRED _ AT MEETING RAILS FOR „UNITS WITH DP`ABOVE +/- 70PSF (4 TOTAL> - "XO WINDOW EQUAL LITE NOTES: ( w"0X" REVERSED ) 1.'SEE VERTICAL CROSS-SECTION DETAILS I B1" AT SHEET 113 2. SEE HORIZ013TAL''CROSS=SECTICN'DETAILS 'C. D. 6 E' AT SHEET 114 7 5' ALL -1-.(1YPIcAL CO AT l .13 1/4' 0.C. 1/4' D.C. 13 1/4' 0.1 13 1/4' O.C. 5' i EXT. 1. INT. FALSE 'COLONIAL MUNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME -ELEVATIONS- L.M.I. E By MFaat PRODUCT REVISED as complying with the F[rlrlda Ctuildulg 01 ' A.,e�.c,eplance No - 022 Expiration Clete Ate,, `�h% /1/.,,, -ta( Prodoei 0 0) 11,25Ittl • 0 to 0 CO tD 0) tD In 0 0 Z d L W A z torato CS• • irttg • • • W W 0 z Ir] z w C, 0 z ai 0 d W 0 •Ai W •O: o xa. • 0 •o a d • cn 1•• • ► • •• 4 O 0 N iJ O 0 O 0 ts- m 1' • • I s 1. iyy•1 �p8 Os 0 I 0 t7 0 4 O s 0 1 0 Ca a) z V • • • • • •• • • • • • • • • • •• •• • • • • •• • • • • • • • • 1/4TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. p EDGE DISTANCE EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERI❑R GRADE PERIMETER CAULKING Zr 4:: v 4 p u t. n T • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAVSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4" MIN. n.EMBEDMENT • D 4 4 c7' I p • u 4 44 J a 4 a !, ; 4. 4 1/4' MAX. SHIM SPACE (TYP.) 1, CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 1/4' MAX. c SHIM SPACE (TYP.) EXT. GRADE CAULK 4 44 7 v STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. �Yy • Iff 2.1' MIN. EDGE ANCE ' EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES'. TO BE APPLIED BY OTHERS <TYP.) EXTERIOR ALTERNATE DETAIL ,1 ,1 B " II n a a: 4 a o. a c 1 1/8' MIN. EDGE DISTANCEI OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" a SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS #4, #5, & 46. 4 ✓ a. 1 I/4' MIN. EMBEDMENT, a 4 4 a c 1/4' MAX. SHIM SPACE (TYP.) 4. 4. j 2X i' " ,1 11 (i n LL #14 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/4' (MIN. EMBED.) TYP. RA 9 4 • u _ 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR I/4' TAPC❑NS or APPROVED CONC. FASTENERS INTQ CONC, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 iK v cation Date Mate Product 4- �• •• • • •• • • •• • • • • Of 1- 1n 0 7T z O co • •• •8. 1000 • • 00 • •00 • • • • • tD tD M Q 0 it 0 tL tat —J O W 1 0 Z 0 0 !D tD CO tO tD O SI • 4 Cr 04 • p • ct [r• ••c,• ••EN• •• •• • CLASS DOORS O A "3z Z z O E-• Z• o E• ded 0 F Z z a O C4 o g-s1 E. W Z Cl) I.) N 0 U• •X a• 0 V• 0 a. L • 'co >, - •O• x z • • • O r=, 0 0 0 co 0 0 5 is L • • • • • • • • • • • ra • • • d 8 S 4, d 0 uu 0 C. 1 0 0 v u) m 00 t ;w • o~ Ec o c U U co 0 . 10• 0 00, G r 0 o 1 h dr' 2 1 a 0 N z • • • •• • 00 • • • • • • • • 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO -,WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING). 1.'ALL OD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED • BY BLDG. OFFICIAL (TYP;) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1' MIN. EDGE DISTANCE 2x 1 1/4' MIN. EM: ►ENT: i{ =� Live ;\;U;C;C1;11:1Y1-Uel(� <.( <44(-«««�««4f< .M))y}}})-}})))))))))) EXTERIOR' WALL FINISH'r {11�EEe.�.��5 11rrf BY OTHERS (TYP.) 1/4" MAX. SHIM SPACE (TYP.) - O 3® • STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH Br, OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES". 'TO BE APPLIED BY OTHERS (TYP.) LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH 1/4' MAX. SHIM SPACE CTYPJ EXT. GRADE CAULK — .PT. WOOD BUCKS a ix a 1/4' TAPCDN ,W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE' ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW ,EQUAL" LITE- ( "OX" .REVERSED ) 1 1/4' MIN. EMBEDMENT 1 1/8' MIN. EDGE DISTANCE 4. WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Florida Building Code Acceptance No • 0 . %S P ,'x. Date By Mi Dude Prodetct tv) I M H Q o oou, o La 0 J Z inW = X d a to t0 co t0 t0 z 0 F a 0 dt0 la •O 1` 0 fib• • } &) rA • O ••• C.) • •• ROLLING FLANGE IMPACT WINDOW 0 4-4 0 0 0, 0 a 0 N 5 1 • • /•1 1•t •1 • • n p� 6 0 d 1 0 w Z 0 1 • • • 1 • • • • • 10000 ••• • • ••• • • • • • • • • • • • • ••.• • 12 X 1 3/4' S.M.S. 1`1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 `FOR MAX. FASTENER SPACING) -41M11:1111111111111111(V. 1/4' MBEDM IN. T 1/4' MAX: SHIM SPACE �(TYP.) CAULKXT. GRADE C' _CLEAR SILICONE ADHESIVE BEDDING COMPOUND LAMINATED. GLASS EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME, FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE 1/4' MAX. ,SHIM SPACE (TYP:) EXT. GRADE CAULK .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT IN.TD CONC. (SEE ELEVATION AT SHEET # FOR MAX. .FASTENER SPACING) EMBEDMEN 4 0 1 1/67 MIN. EDGE' DISTANCE 4 . 3' o 0 ID tO (Co °o M I to Nam 0 oar rnotn M ? J Z 0 0 in w cooa WINDOWS AND ••4 • • • 1 t 0 0 0 ID L8700-0901 l• .•••• • • • 4 • • • • • . t•4 •.• • 44 /0 • •• • WINDOW INSTALLATION NOTES: 1. THE WIND❑w FRAME FLANGE TO. BE BACK -BEDDED w/ AN ExT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPC❑NS 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) PRODUCT REVISED &s complying with the Florida Ratilding Code Agxcptance No I 'ration Date 4' 440 ni 111 0 O q 0 co 0 t- C do t O 8 B e• O 5 w 2 1 0 .Z ., N- DESIGN LOAD CAPACITY fPSF) - OX or XO WINDOWS WINDOW # Jamb # H & S Anchors +/- Pressures (psi) Glass Type "A" (* 2) Glass Type "B" (* 2) Glass Type "C" (* 2) Glass T "D" (* 2) Glass Type "E' (* 3) Glass Type"F" (* 3) I - psf WIDTH HEIGHT Anchors + psf 1 - psf + psf - psf _ + psf - psf _ + psf 1 - psf + psf - psf I +psf .24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0. 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 _ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 r 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 • , 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 _ 65.0 70.0 70.0 70.0 . 70.0 80.0 80.0 80.0 . 80.0 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 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 24 60 5 4 65.0 65.0 65.0 65.0 : 70.0 70.0 :.. 70.0 70.0 80.0 ' ' 80.0 80.0 80.0 • 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 60 5 6 65.0 65.0 65.0 65.0 ' 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 " 72 60 5 6 65.0 65.0 65:0 65.0 70.0 70.0 70.0 - 70.0 - , - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 _ 70.0 70.0 70.0. 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 . 70.0 70.0 80.0 80.0 . 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0. 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 ' 65.0 65.0 65.0 ' 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 _ 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 , 38.375 .4 8 ' 650 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 r 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 . 80.0 80.0 74 50.625` ' 5 _ 8 - 65.0 - 65.0 1 65.0 65.0 70.0 _ 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 37 53.125 74 63 63 63 Notes (*): 6 4 65.0 6 6 65.0 6 8 65.0 65.0 65.0 65.0 65.0 .65.0 '� 65.0 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 65.0 65.0 65.0 70.0 70.0 65.0 70. 70.0 70.0 70.0 70.0 70.0 70. 70.0 70.0 ZO !mDuci%ViStA9 as complying with Bulldog Code Aoeptaime No Expiration Data B 80.0 80.0 80.0 M '1Dude pr. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+60.0 DP MAX.) 'A' - No change this sheet 0 0 WITH GLASS OPTIONS • • • • • • . •. 0 0 O L8700--0901 • 3 h a 0 a 2 1 C 0 z J 1 C U .. • • • .••.• • ••• • • 1••• • • • •... • •••. DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) FRAME SIZE WIDTH HEIGHT 60 72 84 96 108 60 72 84 96 108 60 72 84 96 108 60 72 84 96 108 74 74 74 74 74 24 24 24 24 24 36 36 36 36 36 48 48 48 48 48 60 60 60 60 60 26 38.375 50.625 58 63 # Jamb Anchors 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 3 3 4 5 5 #H & S Anchors 7 7 8 7 7 8 10 11 7 7 8 10 11 7 7 8 10 11 7 7 7 7 7 Glass Type "B" (* 2) + psf i - psf 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 70.0 11. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.0 75.0 75.0 75.0 80.0 80.0 75.0 Glass Type "C" (* 2) + psf ( - psf 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 52.0 70.0 70.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 80.0 70.0 52.0 --52.0 80.0 80.0. 80.0 80.0 80.0 80.0 80.0 75.0 75.0 52.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52 :0 52:0 80:0 80:0 75.0 52:0 52.0 + 1- Pressures (psf) Glass Type "D" (* 2) + psf - psf 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 . 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 , 75.0 65.0 75..0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75,0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 Glass TyRe "E" (* 3) + psf I - psf 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7 5:0 7 50 75.0 75.0 75.0 75.0 75.0 75.0 7 5:0 Glass Type "F" (* 3) + psf - psf 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0. 52.0 52.0 52.0 52.0 52:0 52.0 52.0 52.0. 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0-1 52.0 52.0 52.0 52:0 • 52:0 52.0 52:0 52.0 52.0 52.0 52.0 52.0 52.0 52:0 52:0 Glass Type "G" (* 2) + psf - psf 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7510 75.0 75.0 75:0 75.0 75.0 75.0 75.0 79.5 79.5 79.5 79.5 79.5 106.25 106.25 106.25 106.25 106.25 111 1 11 111 111 Notes 26 38.375 50.625 58 63 26 38.375 50.625 58 63 26 38. 375 50.625 58 63 3 4 4 5 5 3 4 4 5 5 3 4 .4 5 5 9 9 9 9 9 11 11 11 11 11 11 .11 11 �f 11 11 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 52.0 . 52:0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 75 :0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 _ 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 // . /// // .• c=t) , // /// // // /// // 4. XOX - Un-Egqual Litt By Mt 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52 :0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 RODUC1 ltbV L.V.-6/ eumpIying with -the Flntida adding Code cceputace No i • O 'ration Dale A ;M/!1! ;,1.-• Dade Pto&cjet 1 • 52.0 52:0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF 400 000 • • in cz us 0 43 o. .3. 53 22 • • L. 2,1 Ct • Li • • • 0 • co • 111.1 • 0 tst • eoo ef000 • • 001110. DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) + / - Pressures (Pst) FRAME SIZE WIDTH 60 HEIGHT 24 # Jamb Anchors 3 #H&S Anchors 7 Glass Type "B" (* 2) + psf 80.0 -psf 80.0 Glass Type "C" (* 2) +psf 80.0 - psf Glass Type "D" (* 2) + psf - psf Glass Type "E" (* 3) + psf - psf Glass Type "F" (* 3) + psf -psf Glass Type "G" (* 2) + psf - psf 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 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 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 ON 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 72 84 53.125 48 60 60 60 26 4 5 5 5 3 9 7 9 .9 6 80.0 80.0 52.0 52.0 52.0 •. 52.0 80.0 52.0 52.0 52.0 52.0 • 80: 0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75i 0 75: 0 • 65.0 65.0 65.0 65:0 65.0 75.0 75.0 75.0 750 •. 75:0 52.0 52.0 52:- 52.0 52.0 52.0 52.0 52.0 52.0 52:0. 65.0 65.0 65.0 65.0 65.0 • 75.0 75.0 75.0 '7510 75, 0 53:125 38.375 4 6 80.0 80.0 80.0 800 65.0 75:0 65.0 75.0 52.0 52.0 65. 0 75.0 53.125 53.125 50.625 58 4 5 6 6 70.0 - -75.0 70.0 52.0 75', 0 52.0 65.0 65.0 75:0 75:0 65.0 65.0 75.0 75 0 52.0 . . 52.0 52.0 52.0 65.0 65.0. 75.0 75.0 53.125 63 5 6 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 74 38.375 50.625 4 4 9 9 52.0 52.0 52.0 ...52.0 65.0 65.0 75.0 • 75.0 65.0 65.0 75.0 75:0 52.0 52.0 52,0 52.0 65.0 65.0 75.0 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 to io ter cno in • g. • a. Eci cs OR 2 ROLLING FLANGE IMPACT WINDOW oi • • • • 74 63 5 9 52.0 52.0 65.0' 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 52.0 65.0 75.0 52.0 65.0 cl 0 sr 03 0 OP ire ce ircr 0 in cn ,15 o fr co o 15. 0 84 63 5 9 52.0 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SIUCONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B, C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR UTE SHALL BE TEMPERED. 52.0 ,R XOX -Eival Lite 75.0 ODUCT REVISED Dade Prodere 52.0 52.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) • • • • • • • • 0.600' GLAZING_DEPTH 'SILICONE. OPTIONS': DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED GLASS .COMPOSITION - TYPE B t1BM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 ANNEALED GLASS 1� SAFLEX PCh by 2 0.090' PLASTIC INTERLAYER 0.09 ^ _ - _ _ __ _ 3 1/8' ANNEALED GLASS 1 �4o. Eastman Chenicol co. LAMINATED GLASS, COMPOSITION - TYPE D ... 1 ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION BUTACITE PVB by Kuraray America. Inc. 1 1/8' 1-AT-STRENGHTENED GLASS .tiw- _ - - - - J 2 0.090' PLASTIC INTERLAYER _ __ ___ -Jl- , a340' 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE E ITEIII GLASS DESCRIPTION at 1 DETAIL 1 IAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS = _ _ _ - - SAFLEX PVB by Eastman Chemical co- 2 0.090' PLASTIC INTERLAYER _ _ _ _ 3 1/8' HEAT-STRENGHTENED GLASS 1 0340' LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS t a BUTACITE PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER Ir I 11� j - -- --' 3 1/8' ANNEALED GLASS 1 0.34r 0.600' GLAZINGDEPTH 'SILICONE OPTIONS': DOW CORNING 899 SOHWEE-MOREHEAD 573I TREMCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS ._ _ __ ___ f 2 0.090' PLASTIC INTERLAYER ® 1/40 SAFLEX PVB by 3 I/O' ANNEALED GLASS i J,0 _ __ _ __ Eastman Chemical co. 4 1/4' INSULATED AIR SPACE - _ = _ _. _ 5 .1/8' ANNEALED GLASS Cal t oww-, INSULATED LAMINATED GLASS COMPOSITION TYPE C ill '' GIASS'DESCRIPTTON DETAIL LAMINATE DESCRIPItION 1 1/8' ANNEALED GLASS 1 i7F - 1_ 2 0.090' PLASTIC INTERLAYER ® .1114: 3 I/8' ANNEALED GLASS I a v = n = = - BUTACITE PVB by Kuraray Americo, Inc. 4 1/4' INSULATED AIR SPACE - _ _ -= 5 I/O' ANNEALED GLASS (x) 1 aa4o' - INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM CLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTEF 0 GLASS 2 0.090' PLASTIC INTERLAYER 3r ® ai4- PVB by Kuraray America, Inc. 3 1/8' HEAT-STRENGHTENED GLASS _BUTACITE ---,Tr- • = _ = =ET 4 1/4' INSULATED AIR SPACE - i - - _ _ _ 5 1/8' ANNEALED GLASS (x)' 1 a+r - (■) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN EXTERIOR GRADE PERIMETER CAULKING SS__ PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL # 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET L'2 FOR MAX. FASTENER SPACING AN DP TABLES FOR QUANTITY) WINDOW FRAME EXTERIOR FRAME MULLING DETAIL SEE MULLION APPROVALS FOR - MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. - :•NOTE: THE LOWER PRESSURES OF THE WINDOW OR 'MULL SHALL GOVERN' -..., _ 1/4'. MAX. # 12 S.D.S. X 1 1/4" L. SHIM l (SEE ELEVATION AT SHEET g2 ice.` INTERIOR `�11 ilfl FOR MAX. FASTENER SPACING) - - -= 1 WINDOW FRAME EXTERIOR NOTE: HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQ'D. GLAZING BEAD C 3/8' > 6063-T5 ALUMINUM 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4" P.H. PHILLIPS 13 FS-040 AS READ.. INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB #3033 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS-005 AS REQ'0. 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 ( INSULATED) 6063-T5 ALUMINUM 19 PWS-001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h 20. L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 .l 2 SILL/JAMB JOINT GASKET 1/l6' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP 8 BAFFLE ■ 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC-040-1 - 2 SASH ROLLER & HOUSING x 28 HC-026-1 1 SCREEN FRAME IL MESH ■ 29 >. 1 ATTACHMENT SCREW e. CLIP #8 X 5/8' S.D.S. 30 HC-058-I 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 ■ 2 LAMINATED GLASS See Details € L.H. of sheet 9 34 x AS REQ'D. GLAZING SILICONE See Details a L.H. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REO'D. JOINT SEALANT 1R 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED as complying wid►t11e Roma Building Code Acceptance No ifat' Dote (0 0 to alt _ U) M I tn tag" CA O 111 iy M la 6 J Z in W = 0. Ii7 z .74 � • • • r C!1 • • • • 0 0 a 0 W 0 0 0 1- 5 • •• • • ,•••• • • .•••• •. • No change this sheet E• 0 10 a 0 N w 1 U 41 0 0 O 410 0 0 0 h 1 '' 1 • GLAZING DETAILS AND OPTIONS FRAME HEAD L-7703 FRAME FIXED JAMB L-7701 mm FRAME SILL L-8701 '2.374 FRAME VENT JAMB L-8703 0 r---apoo 2.643 A62 Lr I 750) SILL TRACK L-8702 SILL RETAINING CLIP L-8705 L466 —� .754 ,--- VENT SPRING LATCH L-7539 ,• _ A62 VENT INTERLOCK RAIL L-7705 A62 FIXED MEETING RAIL L-7704 0 VENT TOP/BOTTOM RAIL L-7707 'Ts° VENT TOP RAIL. VENT TOP CORNER VENT JAMB RAIL <4,11101* 40., • VENT BOTTOM RAIL VENT BOTTOM CORNER FRAME JAMB VENT LOCK RAIL FRAME JAMS FRAME TOP CORNER FRAME HEAD FRAME BOTTOM CORNER FRAME SiII FRAME MEETING RAIL • • • •• •• • • • .. •• •• • • • •/ FRAME SILL / MEETING RAIL 'j FRAME SIB, FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL L-7706 L450 Jr 2000 SILL ANCHOR CLIP L-8830 32 rA94 T 2.794 GLAZING BEAD' L-7708 1-1 GLAZING BEAD L-7711 .050 773 SILL RISER ADAPTER L-8706 20 125-0 —.soo —4" PRODUCT REVISED as complying with the Florida Building Code Acceptant No I. exp;,ation Date By Miami .21 i 4, .c H Co r • c C O u u 0 z co '.O I- Q N Oar. 01 O • L. -J? w Z 0 O in M 000a 0 0 to CO (0 t0 V WINDOWS AND GLASS DOORS IMPACT WINDOW z Fz. 0 z a 0 ,.z • • •� • •• • • • 0 � x .• c. 0 . •.F•.� 0) • • . � x ••-•• •• • 0 0 v W U 0 m i 40 O 32 o in t. Eo U 0 • • • o E-• & CORNER ASSEMBLY • • . 1 C 0 O O 0 rn I 0 0 t• 5 1 L. •• •. • 0 CC G7 z 1 0 N z a222.14- E2 . M . •• • • • •• • •• • • • •• • • • • SERIES S-400 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 6" MAX. HEAD/SILL CORNERS 12 3/4" MAX. HEAD/SILL Ij 100 0 J d 8 014 29 3/8" D.L. OPG 35" VENT WIDTH 37° WINDOW WIDTH TYPICAL ELEVATION MULTI POINT LOCK WINDOW HEIGHT' HEAD/SILL. CORNERS a O Q C12 3/4_ r MAx= H,HEEAD/SILL/ / IA FALSE MUNTINS (SMAY BED USEEDPUED) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 29 3/8" D.L. OPG 35" VENT WIDTH 37- WINDOW WIDTH TYPICAL ELEVATION TWO_POINT_ LOCKSf' Engr. JAVAD AHMAD CML FLA. PE 70592 CAN. 38 N � r 2015 •• •• • • •• ••• • • ••. PRODUCT REVISED as complying with the Florida Building Code 4-[?`f 26J Acceptance No ��s Expiration Date. 020 By Miami ade Product Contro .. • Ilk •• 0 g!) 0 .g Og o co aai O '41,12e OaQ 2 • • •b9• 0 .N 41) c 0 a y 0 P 0 ct0 0 a pK a ri c Nj 0 t m O ( a C- 1 drawing no. W09-54 (sheet 1 of 6 ) •. •.••• • . • . •••.• • • •.••. •••••• •. ••••.. • • •••.•• • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 2 POINT LOCKS MULTI POINT LOCK GLASS TYPES •A'• •B•, 'C' & •D• GLASS TYPE IA. GLASS TYPES 'B' & 'C' GLASS TYPE 'D' WIDTH HEIGHT - EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) "26-1/2" 32" - ---� 37" 42" O - 38-3/8 " 0 70.0- _7.0.0- 70.0 70.0 80.0 80.0 80.0 80.0 70.0_ -70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26-1/2" 32" 37" 42" - 50-5/8" 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26-1/2" 32" 37" 42" 63 " 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 - - - - 80.0 80.0 - - 26-1/2" 32" 37" 74-1/4" 54.4 54.4 54.4 54.4 80.0 80.0 62.2 62.2 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1 /2" 32" 37" 80" 43.2 43.2 43.2 43.2 80.0 80.0 49.3 49.3 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1/2" 32" 84 " 37.1 37.1 37.1 37.1 80.0 80.0 42.4 42.4 - - - - 77.6 77.6 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS GLASS TYPE 'A' 11/32" OVERALL SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY 3/16" HEAT STREW!) GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE 'C' 7/16" OVERALL SILICONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY 1/8" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'D GLASS GLASS TYPE 'B' 11/32" OVERALL 1/8" TEMP. GLASS 1/4" AIR SPACE GLAZING OPTIONS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS GLASS TYPE 'D' 11/16" OVERALL Engr. JAVAD WAD OML F1 A 1'E 70592 CAN. 3538 FEB b b 2e' SILICONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES c • •f. .a, ' • • • 1. • ••. •JN •aN .c . ••.I dJO ,-. m • • (ri•! J '• 0Q• • • Z vie • •• eg W g o V �_ �}l • g V. 1Z •• to ,.8 in I 5 to V)ao0 PRODUCT REVISED as complying with the Florida IluildiugCode 1 4, f‘.144 Acceptance No L'xpiration Datc5 /AA. ZI/12020 By Mira • Adc Product Contmf'" 0-1 a) 0 c 0 is C 0 v A 00 W a .. 0 II N 0 c'v 8 n 0 0 O G t i 0 X � A . 3_0 drawing no. W09-54 .•... • •••••. . • ...•.. . . .••.• • . .•.•. ••.•.. • • • ....•. • . •.•... • . (sheet 2 of 6 1BY WOOD BUCK • a v •d 4• •i 4 4' 4 • rill •' ' d • ' G . 4: 4.- a , . r• TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING • EDGE DIST.. • G n 4 • 0 0 0 •1 r. I� . ,mil GAP . AI - 'Alai 1.71 • 4 .4 • (I) METAL STRUCTURE 0 EDGE i U1J1. ii JIG 17 to7r Inn V) V .4 4 Ai . 4 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING v. OR 'WOOD BUCK OR\yam rr 1iWOOD : UCTURE I MIAMI-DADE COUNTY APPROVED I MULUON do MULLION ANCHORS ' SEE SEPARATE NOA t 1 I L EDGE olsT. 1 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 11, 1BY — W00D BUCK EDGAIII h- ien TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING N 1/4" DIAr IiLTRACON-BY "ELCO'!(Fu=177 KSI. Fy=1 5 KSI) INTO= 2B`(:WOODsBUCKS-_OR_W00 TRUCTURES L17 172 MIN. PENETRATION INTO WOODD ,THRU-1 BY-BUCKS-INTO-CONC. OR MASONRY 1_1 /4"- MIN.- EMBED- INTO-CONC.-OR_ MAS6NRY) DIRECTLY-INTO-CONC.:OR MASONRY'^ 1.771741 MIN. -EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM-5504 SEALANT. Ergr: JAVAD AHWMD CML FIA. PE f 70592 C.A.N. 538 J 0§I‘ y,o 5 2016 •. •• •• •• •• ••' ••. • • • • •• PRODUCT REVISED as complying with the Florida Building aoCode ��-U-12tc. f'¢ Acceptance ccc (cot No I x 'ration Date 0Zo By Minn if ado Product Control' J co 0 ti •mi• l . •Ni • • col . • • 4. JN •• �' _Jo co: to • • •a, 0 �tsl. • 0)Z to e.` n_ o •. Arno 0) 0 0! vc 8 c 0 m • m 0 0 S sR iS drawing no. W09-54 •••.. • • • ..•.. • • •.•.•. • • ••••• • • •..•. ••..•. .. • ••.•.• • • ••••.. • . sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SNUBBERS 2 PER JAMB UP TO 31-1/2" WDW. HTS. 3 PER JAMB UP TO 47" WDW. HTS. 4 PER JAMB UP TO 63" WDW. HTS. 6 PER JAMB OVER 63" WDW. HTS. SCREEN OPT. EXTERIOR D.L. OPG. OMULTI POINT LOCK SYS. O2 POINT LOCK SYS. VENT WIDTH WINDOW WIDTH 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS METAL STRUCTURE LATCH 2 PER 3 PER 4 PER 6 PER 1BY WOOD BUCKS KEEPER JAMB UP TO 31-1/2" WDW. HTS. JAMB UP TO 47" WDW. HTS. JAMB UP TO 63" WDW. HTS. JAMB OVER 63" WDW. HTS. TYPICAL ANCHORS SEE ELEV. FOR SPACING SINGLE VENT WINDOWS M AMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING L_ =J �kfl t. a f___l 1 1 1 1 II 1 1 1 WINDOW WIDTH WINDOW WIDTH } /\ EE)'5 (is Engr: JAVAD AHMAD CIVIL FLA. • PFti 0592 CAN. 3533 Y `I PRODUCT REVISED as complying with the Florida Building Code ,A �i7 . f� Acceptance No l= •piration Date By i 1iam''Dade Product Control t �' f�J • •• . • .• .. • • . . •. oLI 8 8 .01 • . •N • to • • • t, J_JN ' ° O ,. '' ro In • •• o Q• �. 1. zv,1 • 3i _ tqa Ug?. aoi to 5 (nVA 0 N C O N to L.. 6 c 0 1.� Q v b sa 9 W cs a Y v T7 N O n nh 0 c m V • 0 1 8 . drawing no. W09-54 (sheet 4 of 6) • . • • 00000 •••••• • • •••.. . • ••••. ••••.. • • • •.•... • • •••... ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS 1 SIW401 1 FRAME HEAD 6063—T6 — 2 SIW401 1 FRAME SILL 6083—T6 — 3 SIW401 1 FRAME JAMB —HINGE SIDE 6063—T6 — 4 SIW401 1 FRAME JAMB —LATCH SIDE 6063—T6 — 5 SIW402 1 VENT TOP RAIL 6063—T6 — 6 SfW402 1 VENT BOTTOM RAIL 6063—TS — 7 SIW402 1 VENT SIDE RAIL —HINGE SIDE 6063—T6 — 8 SIW402 1 VENT SIDE RAIL —LATCH SIDE 6063—T6 — 9 23138 AS REQD. SNUBBER ST. STEEL TRUTH HARDWARE 10 SMf112 AS REQD. GLAZING BEAD (5/16' GLASS) 6063—T6 — 10.1 SIW128 AS REQD. ALT. GLAZING BEAD (5/16" GLASS) 6063—T6 — 10A SIW1 17 AS REQD. GLAZING BEAD (11/16" INSUL. GLASS) 6063—T8 — 10B SIW108 AS REQD. GLAZING BEAD (7/16" GLASS) 6063—T6 — 108.1 — AS REQD. ALT. GLAZING BEAD (7/16" GLASS) 6063—T6 — 1 1 5531 AS REQD. EXT. GLAZING SPACER, DUROMETER 7015 SHORE A SANTOPRENE CENTRAL PLASTICS 12 9302 AS REQD. OUTER COMPRESSION SEAL — CENTRAL PLASTICS 13 APT425 AS REQD. INNER COMPRESSION SEAL — SCHLEGEL SYSTEMS 14 PJS40—SS 2/ CORNER CORNER LOCK (1-3/4" X 1-3/4" X .054" THK.) ST. STEEL SULUVAN & ASSOCIATES 15 — — — — — 16 35.13 2/ WDW 4 BAR HINGES —HEAVY DUTY ST. STEEL TRUTH HARDWARE 17 52.13 1/ WDW SINGLE ARM OPERATOR — TRUTH HARDWARE 17.1 32658 1 OPERATOR GASKET .062 — TRUTH HARDWARE 17.2 32833 1 OPERATOR SPACER .236 — TRUTH HARDWARE 17.3 21546 1 OPERATOR SPACER .138 — TRUTH HARDWARE 17.4 21547 1 OPERATOR SPACER .189 — TRUTH HARDWARE 18 30175 1/ OPER. TRACK ST. STEEL TRUTH. HARDWARE 19 24.25 2/ VENT LOCK ASSEMBLY (SINGLE POINT LOCK SYS.) — TRUTH HARDWARE 19.1 21496 2/ VENT SPACER (SINGLE POINT LOCK SYS.) — TRUTH HARDWARE 20 31384 1/ LOCK KEEPER (SINGLE POINT LOCK) ST. STEEL TRUTH HARDWARE 19A 24.33 2/ VENT LOCK ASSEMBLY (MULT1 POINT LOCK SYS.) — TRUTH HARDWARE 19A.1 21709 2/ VENT SPACER (MULTI POINT LOCK SYS.) — TRUTH HARDWARE 19A.2 ' 21600 1/ LOCK SUPPORT PLATE (MULTI POINT LOCK SYS.) — TRUTH HARDWARE 20A 31301 AS REQD. KEEPER (MULTI POINT LOCK) — TRUTH HARDWARE 20A.1 24 SERIES 1 INTERLOCK ROLLER TIE BAR (MULTI POINT LOCK) — TRUTH HARDWARE 20A.2 32824 AS REQD. TIE BAR GUIDE (MULTI POINT LOCK) — TRUTH HARDWARE 20A.3 — 2/ GUIDE TIE BAR GUIDE MOUNTING SCREWS (MULTI POINT LOCK) — #1O X 1-1/4" FH SMS 21 — 1 5/16" BOX SCREEN — OPTIONAL 22 — 2/ CORNER FRAME & VENT ASSY. SCREWS CRS #10 x 1-1/4" FH SMS 23 — 6/HINGE HINGE MOUNTING SCREWS — #10 x 3/4" FH SMS 24 — 2/OPERATOR OPERATOR TRACK MTG. SCREWS — #10 x 3/4" FH SMS 25 — 2/KEEPER KEEPER MOUNTING SCREWS — #10 x 3/4" FH SMS 26 — — — — — 27 — 6/OPERATOR OPERATOR MOUNTING SCREWS — f10 X 1-1/4" FH SMS 28 — 2/LOCK LOCK ASSEMBLY MOUNTING SCREWS — #10-24 X 1/2" FH MS TYPE F 29 — 2/SNUBBER SNUBBER MTG. SCREW — #10 x 3/4" FH SMS 32 5530 AS REQD. INTERIOR GLAZING SPACER, DUROMETER 7015 SHORE A SANTOPRENE CENTRAL PLASTICS 33 — 2/ UTE SETTING BLOCK EPDM DUROMETER 8515 SHORE A Engr: JAVAD AHMAD CML FL'.. PE. f 70592 C.AN. .538 F03 pkpis • • .• •• • • • •• •- •. • • ••• PRODUCT REVISED as complying with the Florida Building Code Acceptance No /4"0//Zs, 4- _ Expiration Date _ p2 By e � -.1 Miam) ade Product Control-- L.- z gi Rg ego Vopes 0 tc'S riq§2[ IL z S 118110 3 J C • • w• • •N• • to • • . J • N •.• J 0 o rags. ZV)& • 3 bJ ot v./• Q 1' • —!ri § m >n- rno 41 0 N .> t c 0 ar L U 0, 7' d > a 0 0 QN O 0 • 0 h O 0 O c a m O C " o drawing no. W09-54 • 00000 .• • 00000 • • •..••• • • ••••• • • •.••• 000000 .' • •••••• • • ••••.• • • (sheet 5 of 6 3.321 r---3.000 1 1 1.090 1.30` .125 2.484 .080 .337 0000 o— 2.733 (FRAME 0000 VENT .045 .644 r ---1.644 I — .812 i .81i 2 I � 1.177 i .050 1.177 .184-.I GLAZING BEADS (5/16" GLASS) r .8}2— .050 1.177 GLAZING BEAD (11/16" INSUL. GLASS) GLAZING BEADS (7/16" GLASS) VENT CORNER FRAME CORNER Engr:.AVAD AHWD CM4 RA. PE # 70592 CAN. 3538 PRODUCT REV'Sr.1) as complying with the Plot ida Building Code Acceptance No L'xDiration Date By Miami)7ade Product Con6ol • • • • • •• •• • • ZJ 0 8 ) 0 a c 0 m 2 >. A N 0 0 0 11 0 0 drawing no. W09-54 (sheet 6 of 6 • •• • • 1 •••••• • •00000 • ••••,• • • • •••••• • • •••••• • • SERIES.-4200 / 6200 FIXED IMPACT WINDOW -- FLANGE FRAME . APPROVED WINDOW ELEVATIONS (L.M.IMPACT) WINDOW HEIGHT \ ET( L • WINDOWINDOW WINDOW • LEG HT. I LWIDTH J WINDOW WIDTH L WINDOW WIDTH OUARTER-ROUND ELEVATION HALF -ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW ..., • pTM I- WINDOW HEIGH WINDOW HEIGHT • v ' WINDOW HEIGHT • • • wJNDOW r WIDTH j •L • WINDOW WIDTH • WINDOW WIDTH 1 HEXAGON TYPICAL ELEVATION s RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION • WINDOW HEIGHT If % WINDOW• I WINDOW IDIGHT T LE HT, WINDOW WIDTH � P- ' L FUI L ROUND TYPIC j. ELEVATION WINDOW WIDTH _1 • WINDOW WIDTH 1 RECTANGULAR 'TYPICAL FI EVATION SQUARE PICTURE WINDOW ELEVATION . To\ WINDOW HEIGHT L 1 i . WINDOW HEIGHT LEG HT. WINDOW HEIGHT 1 WINDOW WINDOW WIDTH L WIDTH • _.EGGED EYE BROW ELEVATION WINDOW WIDTH -, OVAL TYPICAL ELEVATION - QUARTER -ROUND ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED WINDOW HEIGHT Y \ / WINDOW HEIGH -- --- r--41111 BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED UNES AND OBTAINING • . I m I L ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED •I WINDIJW WIDTH •HEREIN FOR SIZE AND -OCTAGON TYPICAL ELEVATION "EWPTICAL" TYPICAL ELEVATION SPACING. • . 74.000' WTNDOV WIDTH 70.812' D.L. ❑PG, NOTE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. - SEE DESIGN LOAD .CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. 11 2' HMS. P. I 6'1MAX. TYP. AT CORNERS TYPICAL ELEVATION TESTED UNIT 12' MAX. TYP. 0 EXT, & INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0531.05 Expiration DateO8/22/2022 By Mla - roduct Control WINDOWS ARE L.M. IMPACT MIAMI-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: - 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA. BUILDING CODE 5th Edituion INCLUDING -HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED- SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW. SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS .ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES), 8.) WINDOWS WITH GLASS TYPES "B, C, F, OR G• 'INSTALLED ABOVE 30it. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE :SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY .APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL 'APPLY YO THE ENTIRE MULLED SYSTEM. • - 12.)- SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. I7 a ' W0 , • co ;co t0 10 I 1.4 10 1-7 CA a� Oai� CI -. • lJ_ w z �uj z �0Z 4 rs N w x ti �P.i+ vi N co 1 0- f it O t g P d co 1-4 ,C iki (� 1:2) of fr.. gP 1 O o cv ral N 1• f V •O •I�r, ' Ur i • • ••••`',i, •� iii • 11 • • • • • • • • •(/� • • 4.1 •: O •• • • •._.__ • a_• •• • • O W N g Vo .. 'Bg 3u g a 1 E c Ia o •'a i I z 4.1 • (:)e't. -0';�� 74 hji 1:4:z tr Ui ua B� •••. PeA 44O BH- 16Ittt4° #14 S,MS, ..I/ 1 1/4' MIN. EMBEDMENT INTO WOOD..' (SEE ELEVATION•AT SHEET #1 INTERIOR NOT BY LA WEATHEMOIRF BS�TU E I. AS 1 LNLK S1'AC1NG) 1/4' NAX INTERIOR SHD( SPACE ISSON INDUSTRIES, INC. 2x Ex lOF BARRIE : (TM 2 &.1, • EXT. GRADE BACK BEDDING TII BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP,) 1 1/4' MIN. EMBEDMENT ' --- -- - - — ,y. y�''k41.:,,,_„,.„„ yi+AS:NIJ,V 7.N.W_'..E�K4Sf, t}Sc (t ii4! ... _ ,s; EXTERIOR Jim EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) • STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR GC. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0531.05 Expiration Dat _ 08/22/2022 By Mia Product Control WINDOW INSTALLATION NOTES: 1, THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 3. WOOD BUCK SPECIFIC GRAVITY = 0.55. MIN, 4. CONCRETE COMPRESSIVE STRENGHT = 2Ks1 MIN. + WHEN THE GAP BETwEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8r, SHIMS ARE NOT REQUIRED. ,ANCHORS NOTE: ANCHORS TO BE #14 SMS OR WD. SCREWS INTO WOOD, OR 1/4' ITW BUILDEX TAPCONS or APPROVED CONC, FASTENERS INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O,C. MAX. x TAPCON YIELD STRENGTH! Fy=100Ks1 ULTIMATE STRENGTH! Fu=125KsI ALL WOOD BUCKS IN CONTACT WITH CONCRETE (NOT BY LAWSON IND.) TO BE PRESSURE TREATED & & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE GENERAL NOTES AT SHEET #1) 1' MIN. DGE DISTANCE. EXT. GRADE CAULK 1' NIN. E DISTANCe z #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO .WOOD. (SEE ELEVAT10I4 AT SHEET #1 FOR MAX. FASTENER SPACING) BEDM N EXT. GRADE CAUL.!( #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM TYP 1BYOR2BY • WOOD BUCK INTERIOR SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS EXTERIOR WINDOW FRAME WIDTH 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) .PT. WOOD BUCKS • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. • (SEE ELEVATION AT SHEET #1 w�I FOR MAX. FASTENER SPACING) - 1, • EXTERIOR GRADE PERIMETER CAULKING 1 1/8' MIN. EDGE DISTANCE EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER_ CAULKING a 4 1 1/8' MIN. • EDGE DISTANCE • P.7 WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS • A Et . 1 MBE1 4D' MENMIT N. :.4 •A4 SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS el d •.]a• a' 4 da�.a a EMBEDMENT. ' d: • d ° 4' a•. A .4 N •!!, e 0 IG • w . M M I ID O- cn (O C O to O 0 Z VI W 2 tO • • A o 413 A 0 0 0 b • to. • • • s • • • •'! • 1 • • LAMINATED INSULATED GLASS COMPOSITION TYPE B ram DESCRIPTION 'DETAII. • I' 1/8' ANN. GLASS sir 0.090' SAFLEX PVB by; Eastman Chemical Co, • 3/ O • 15' 3 1/8' ANNEALED GLASS WV-- - =_ - _-- _ - 4 1/4' INSULATED AIR SPACE Pro' - 5 (*) 1/8' ANNEALED DR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C TTEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 3/16 j� _� Y�® s 2 0.090' SAFLEX PVB by; Eastman Chemical Co. 1/4• 3 1/8' ANNEALED GLASS yr -- J= - •]4C 4 1/4' INSULATED AIR SPACE - - = -- 5 (10) 3/16' ANNEALED OR TEMPERED GLASS • I LAMINATED INSULATED GLASS COMPOSITION TYPE •F ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS . Pa 2 0.090' TROSIFOL PVB by' Kuraray America, Inc. ® .1/4' 1 3 1/8' HEAT-STRENGHTENED GLASS yr = ==== = aur - _ _- "_ 4 1/4' INSULATED AIR SPACE • I 5 (x) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G DRT/11 ITEM • DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS 3/16• :FF.-=---_� 2 0.090' TROSTFOL PVB by; Kuraray America, Inc. ® YL , 3 1/8' HEAT-STRENGHTENED GLASS Ve =--- a�4o• 4 1/4' INSULATED AIR SPACE ---==_ I 5 010 3/16' ANNEALED DR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16 -_— 2 0.090' TROSIFOL PVB by; Kuraray America, Inc ® -1/4'� 3 3/16' HEAT-STRENGHTENED GLASS siu _ _ ===1=nsm' 4 1/4' INSULATED AIR SPACE _ - — & 5 3/16' TEMPERED GLASS 1 Notes: LAMINATED INSULATED 1.) SEE SHEET 4 FOR DESIGN • LOADS LOAD CAPACITY TABLES. NO WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WrFH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). -0;600' GLAZING DEPTH• 'SILICONE OPTHINS '1 DOW CORNING 899 SCHNEE—MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED INSULATED 1-0•60lie GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 5/16" LAMINATED' GLASS COMPOSITION - . TYPE .A ITEM GLASS DESCRIPTION 7/ir— DETAIL 1 1/8' ANNEALED GLASS -======== 2 , 0.090' TROSIFQL PVB by' Kuraray America, Inc. , .Y ... 3 1/8' ANNEALED „GLASS 1� 0.&10' - 5/16" LAMINATED GLASS COMPOSITION -- TYPE D ITEM GLASS DESCRIPTION , DETAIL 1 1/8' HEAT-STRENGHTENED GLASS _ _____ 2 0.090' TROSIFOL PVB by; Kuraray America, Inc. 'a • . - c -_ •• 3 1/8' HEAT-STRENGHTENED GLASS 1 4310 13/32" LAMINATED GLASS COMPOSITION -. TYPE' E . ITEM GLASS DESCRIPTION • DETAIL 1 3/16' HEAT-STRENGHTENED GLASS- -_ _ --= o 2 0.090' SAFLEX PVB by) Eastman Chemical_ Co. 3 -==_ 3 1/8' HEAT-STRENGHTENED GLASS - 1 0.406'. 7/16" LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION } 3 DETAIL 1 3/16' ANNEALED GLASS 3/16' 0u90• ---- _ _ =—f-- - 0.460' 2 0.090' SAFLEX PVB by. Eastman Chemical Co. /16 l 3 3/16' ANNEALED GLASS. 7/16" LAMINATED GLASS COMPOSITION - TYPE I ITEM GLASS DESCRIPTION • 3/16' ANNEALED GLASS - 2 0.090' TROSIFI]L PVB by' Kuraray America, Inc. 3 3/16' ANNEALED GLASS .0,090' DETAIL 0A60' 7/16" LAMINATED GLASS COMPOSITION - TYPE J - ITEM 3 DETAIL GLASS DESCRIPTION 1 3/16' HEAT-STRENGHTENED GLASS 3/16' 0.090' �. _, `�4 =_ 1 0460 2 0.090' SENTRYGLASS by; Kuraray America, Inc. • 3/16'— 1 ':"`_ ':'� 3 3/16' HEAT-STRENGHTENED GLASS o- 7/16" LAMINATED GLASS COMPOSITION - TYPE K ITEM GLASS DESCRIPTION j_ } 3/16' DETAIL 1 3/16' HEAT-STRENGHTENED GLASS . _.-:==._- I 0.460 2 0.090' TROSIFOL PVB by; Kuraray America, Inc. n6, .=.-:.= i 3 3/16' HEAT-STRENGHTENED GLASS 1 - _1_ SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 LAMINATED' MONOLITHIC 0.600 GLAZING DEPTH LAMINATED MONOUTHIC 0.600 GLAZING STOP CIRCULAR WOWS. _ LAMINATED • MONOUTHIC GLAZING DEPTH 0.600' GLAZING DEPTH 'SILICONE OPTIDNS's DOW CORNING 899 SCHNEE—MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-0531.05 Expiration Date 08/22/2022 By /- Mlathl-Drd'8e'Product Control 0 0 A 07 • D y or •• •• 0 0) 0 IA C�2 � •• • • .0 •• • • •• • Icy • • • •Q' • • .. • • •• • i 0 0) 0 i 0 0 02 I 0 0 1 k 1 1 I 1 • • • •• • .•• • r- 1 • • • 4200-6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES - WIDTH LENGTH A B +1- DP C +1- DP D +/- DP E• +/- DP ••F +/- DP G +/- DP H +/- DP I +/- DP J +/- DP K +/- DP L +/- DP (in.) In.) +/- DP 24" 68 68 68 ' 68 65 68 68 68 68 78 85 '68 30" 68 68 68 68 65 • 68 68 68 68 78 65 68 36" 68 68 • 68 68 65 68 68 68 68 78 65• 68 42" 36"• 68 68 68 68 65 88 68 68 68 78 65 68 48' 68 68 68 68 65 68 68 68 68 78 65 68 54" 68 68 68 68 65 68 68 68 68 78 85 68 60' 68 68 88 68 65 68 68 68 68 78 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 - 68 68 68 65 68 68 68 68 78 65 68 36" 68 68 68 68 65 68 68 68 68 • 78. 65 68 42' 48" 68 68 68 68 85 68 68 64.7 58.3 78 65 68 48" 68 68 68 68 65 68 68 56.6 51 78 65 68 54" x x x 68 65 68 68 56.6 51 78 65 65 60' x x x 68 65 _ 68 68 x x 78 65 68 24" 60" 68 68 . 68 68 65 68 68 66 68 . 78 65 68 30' 68 68 68 68 65 68 68 68 68 78 65 •' 68 38" 68 68 68. 68 65 88 68 68 68 78 65 . 68 47' x x x 68 65 68 68 64.7 58.3 78 65 68 48" x x' x 68 65 68 66 x x 78 65 • 68 54" x x x x 65 X. x . x x 78 65 66 80" x x x x 65 x x x• x 78 65 68 24" 72" • 68 68 68 • 68 65 68 68 68 . 68 • - 78 65 68 30' 68 68 68 68 65 68 68 r 68 68 78 65 68 36" . x x . x 68 65 68 68 65.5 68 78 65 68 42" x X x x 65 68 x x x 78 65 68 48" x x x x 65 x x x x 78 65 68 54" x x x x 65 x x x x 74.7 65 68 60" x x x ' x 65 x x x x 72 65 68 24" 74" 68 68 68 68 65 68 68 - 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 .68 78 65 68 36" x - x x 68 65 68 68 64.9 68 78 65 68 42" x x x x 65 x x x x 78 65 68 48" x x x x 65 x x x x 75.6 65 68 54' . x x x x 65 x x • x x 71.5 65 68 60' x x x x 65 x x x x 68.7 • 65 68 24" 66 68 68 68 65 68 68 68 68 76 65 68 30' x x x • 68 65 68 68 68 68 78 65 68 36" 84" x x x x' 65 68 x x x 78 65 68 42" x x X x 65 x x x x 78 ' 65 68 48" x x x x 65 x x x_ x 73.5 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 30' 95., x x x• 68 65 68 68 x. x 78 68 38" x • x x X 65 x x x x 78 .65 65 88 42" X x x x 65 x x X x 76.8 65 68 24" . x x • x 68-- 65 68 68 68 68 • 78 65 68 30" 108" x x x x 65 x x x • x 78 65 68 36" x x x x 65 x x x x. 747 65 68 24" x x x 68 65 68 68 x x 78 65 68 30' 120' x x x x 85- x x x X 78 65 68 36" x x x X. 1 65 _ x x x x _ 74.1 65 68 W 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF - , WINDOW DIMS. GLASS TYPES 1MDTH LENGTH A B C D E F G H I J K L (In.) (m.) +/- DP +l- DP +1- DP +/- DP +/- DP +l- DP +1- DP +l- DP +/- DP .0- DP _ +/- DP +/- DP 19.1/8' 68 68 68 68 ' 65 68 a 68 68 68 78 85 68 26-1/2" 68 68 • 68 68 65 68 68 68 68 78 65 68 37" - 26" 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 1976817 68. I 88 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 • 68 68 68 78 65 68 37" 38-3/8' • 68 68 68 68 65 68 68 66.2 66.2 78 65 68 48" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 53-1/8" aaaa��I 68 68 . 68 68 65. 68 68 63.8 63.8 78 65 68 19-1/8" r-,-----• 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" •, 68 66 68 68 65 68 68 68 68 78 65 68 37" 50-5/8' 68 68 68 68 65 68 68 66.2 66.2 78 65 68 • 48 x x x 68 65 68 68 x 51 78 65 68 53-1/8" x x x 68 65 68 68 x x 78 65 68 19-1/6" 68 68 68 68 65 68 68 - 68 68 78 65 68 26-1/7' •68 66 68 68 65 68 68 68 68 78 65 68 37" 58" 68 68 68 68 65 68 68 x 66.2 78 65 ' 68 48" x x x 68 65 68 68 x x • 78 65 68 53-1/8" x x x x 65 x x x x 78 65 68 19-1/8" 68 68 66 68 65 68 68 68 68 78 65 68 26-1/2' 68 68 68 ' 68 65 68 68 68 68 78 65 68 37" 63" x x x 68 65 68 68 x - 66.2 78 65 68 48" x x x x 65 68 x • x x 78 65 68 53-1/8" x x x' x 65 x x x x 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 66 78 65 68 26.1/2" , 68 68 68 68 65 68 68 x 68 78 65 68 37' 74" x x x 68 65 68 68 x x 78 65 68 48" ° x x, x x 65 x x x x 75.6 65 68 53-1/8" x x x' x (' 65 x x x x 72 65 68 19-1/8' 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 . 68 x 68 78 65 68 37" 74-1/4" x x x '68 65 68 68 x x 78 65 68 - 48" x x x x 65 x x x x 75.2 65 _ 68 53-1/8" x x x x 65 x x x x 71.6 65 68 Notes (*): 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAIL & SILICONE OPTIONS. X 2.) WINDOWS WITH GLASS TYPES "13, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). NOTF; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0531.05 Expiration Date 08/22/2022 By Mia • a Product Control 0 0 .0 A co co 0) M 0 M I m a 4al 0 o ir. a) ID 3Lc. v Cil il o C'z piF D (2) EN a. rA' j E I • t R. O • f • • • •. • • • • • •• • • •�• 1 2 i 0 I 0 02 0 0 CO 3 i I • • as . BILL OF MATERIALS • ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 . 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - • ' 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 . AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC - 10 * AS REQD. GLAZING SILICONE * - 11 . PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 ' 812-25H-357 AS REOD. "TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE . WINDOW FRAME EXTRUSION DETAILS • 2.643„ 1281 _ 310 781 A62 TY,i .850.040 —� 391 _� F.808 i, • • 050 TYP.. .773 1 F•--1.509—"' FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16" GLASS) .310 ' .040 .850 � .040 .850 v.250 272 .050 TY TYP. .3 GLAZING. (3/8" & 13/327 .773 STOP GLASS) O50 TYI'• 4 GLAZING STOP .773 (7/16" h GLASS) .050 .850 1, .310 5 .050 . 2 050 . 2 TYP. .050_f •. TYP: 5 .684 INSULATED GLAZING - W/ '5/16" LAMINATED STOP GLASS 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS .050 TYP. ' [1-4. 8 466-4--ftI 0.090' BUTACITE PVB Kuraray America, GLAZING STOP (CIRCULAR WOW.) byi Inc. SEE MUWON APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078" MIN. THICK) NOTE THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME HEAD 1%2' X 3-1/2' X .03$ ALUM URN. r.(4, 1 i' PH sY3 F. V € s ro aaaae< aF rnu+e CIRCU1AR WINDOWS OR MITER CORNERS FRAME RADIUS JOINT FRAME JAM@ RECT. OR SQUARE WINDOWS JYPICAI CORNER CONSTRUCTION FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT; FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE # 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. AT 12' O.C. MAX. WINDOW FRAME FRAME MULLINGJ)ETAIL PERIMETER SEALANT SEE MULLION APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE UMrrATIONS. INTERIOR r1/4' MAX. SH[M PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0531.05 Expiration Date 08/22/2022 By �-- Miami -Da roduct Control NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN if 12 S.D.S. X 1 1 /4" L. AT 12' O.C. MAX. WINDOW FRAME EXTERIOR E • NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) Si LLL : Fy o 36 KSI MIN. (STEEL 18 GA. MIN. THICK — 0.048") 8) ALUMINUM : 6063—T5 MIN. (ALUM.. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL rea (-4 CI rai 0$ xyc�9y�/ of 4601, •,• c .....a4// cV 1 • • • • • • • • 400419 ••••_1 • •• •••. • • • • TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEET 3 FOR CAPACITY 1 I 4.la __s > =_��-VI r ===-1 WINDOW FRAME —SEE SEPARATE NOA FOR CAPACITY r iI Y II II I L I I I L--- TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEET 3 FOR CAPACITY -T-r-I/111:rr----1- I IIIIII 1 I II11I1 1 Ir I/� IT-, LJ DOOR FRAME SEE SEPARATE NOA FOR CAPACITY L TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEET 3 FOR CAPACITY ,11 DOOR FRAME SEE SEPARATE NOA FOR CAPACITY I L J MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING WINDOW FRAME SEE SEPARATE NOA FOR CAPACITY TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEET 3 FOR CAPACITY PRODUCT REVISED es complying with the Florida Building Code Acceptance No Expiration Date By Miami 1adeProduct Con o il11411' ( RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TIE ETC). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE GLAZING PRODUCT CONNECTION TO MULLION AS AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS STEP 5 ON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 715.04 20r? THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CML FLA. PE # 70592 CAN. 538 • • •. ••. • • • •• • •• mJ O ra o - 00 _ gg Otu 2 oo; • In O 0.0g O fab$ d`Nnc O etwnea ..I8 ymmV d 0 i •••••• • • •• •✓W •••4 • • • • • Z J •• •••• • N� • • RD N • J 04 _1O _Aron El • (/) • Qo�M•• ZU)ti• V •�• Qa. C m•.• .J Tn 0 o c 0 c O a L U 8 0 O 1 0 0 N 00 UPDATED TO 2014 PSC REV. PER RER COMMENTS .0 ro 0 0 p O 0 lV 0 et 0 < u c W R 0 1 0 l� i .03 t J drawing no. M07-04 (sheet 1 of 18) 11.000 r i 3.000 .125 TYP. Ix = .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION 6063-T6 11.0.or 4.000 .125 4 YP. Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 1 X 4 STD. MULLION 6063-16 T000r .375 .125 4.000 .375 4 IX = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T6 4.500 Ix = 4.2421 IN\4 Sx = 1.8854 IN\3 1-1/4 X 4-1/2 CUSTOM MULLION 6063-T6 r 2.0001 4.000 .125 TYP. Ix = 2.9762 IN\4 Sx •= 1.4881 IN\3 2 X 4 STD. MULLION 6063-T6 r- 2.000 .250 TYP. 4.000 Ix = 5.3073 IN\4 Sx = 2.6536 I1-1\3 L 2 X 4 HEAVY MULLION 6063-Tr 1_2.00.1 6.000 Ix = 8.2757 tN\4 Sx = 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 .125 TYP. r_ 2.000 .250 TYP. 6.000 Ix = 15.2031 IN\4 Sx = 5.0677 tN\3 2 X 6 HEAVY MULLION 6063-T6 4.000 4.000 i .125 TYP. Ix = 4.8538 IN\4 Sx = 2.4269 IN\3 4 X 4 STD. MULLION 6063-T6 8.000 6.000 .125 TYP. Ix = 16.9059 IN\4 Sx = 5.6353 IN\3 6 X 6 STD. MULLION 6063-T6 F.--- 3.750 NOTCH OPTIONAL MULLION CLIP (6063-T6) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT -TO FIT SNUG INTO 1BY TUBE MULLIONS. 1/2" MIN. 3.750 NOTCH OPTIONAL MULLION CLIP (6063-T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO 2BY TUBE MULUONS. 1/2" MIN. F.._ 2.000 8.000 tr.125 TYP. Ix = 17.4502 IN\4 Sx = 4.3625 IN\3 2 X 8 STD. MULLION 6063-T6 8.000 8.000 .125 TYP. PRODUCT REVISED as complying with the Florida Building Code 15 - 0 7 1 5 • 0No 4 Exae'rado Dato�0 2 1 2017 ��l amf�deProduc C�n� Ix = 40.7080 IN\4 Sx = 10.1770 IN\3 8 X 8 STD. MULLION 6063-T6 . •• • • • • • • •• • •• ..• • •. • • • • • • • .• m Z Hw cc 0 Qa re0� LL o jyti o O M OQDQ g 20 Q wmE S• � MULLION\M07-04SIW , •• tR p I j Z Q .... • cI . •••`12 • •; • • • *. •••N J o •f) �o 3 M.. • V)4•cv U I a0cp.K t0-4P V) .125 NOTCH OPTIONAL 2.000 L 1�- 2.000 ANGLE CLIP 6063-T6 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr. JAVAD AHAIAD CIVIL FLA. PE 1 70592 CAN. 538 .one r to 0 c 0 5 L g 1 a 1. 0 to v u z V 0 0 0 a 1V a 0 0 co 0 O W C 0 0 score: 3/B = 1' 0 u; drawing no. M07-04 sheet 2 of 18) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19-1/8' 26-1/2' 30' 37' 42' 48' 54" 60' 66' 72' 19-1/8" 26-1 /2' 30" 37' 42" 48" 54' 6f '6 72' 19-1/8" 26-1/2' 30" 37' 42" 48' 54" 60' 68" 72" 19-1/8' 26-1/2' 30' 37" 42" 48' 54" 60' 66" 72" MULL SPAN 38-3/8' 50-5/8' 63" 74-1/4" 1 X 3 STD. 130.0 1 X 4 STD. 130.0 1 X 4 CUSTOM 130.0 4 X 4 STD. 1-1/4 X 4-1/2 CUSTOM 130.0 2X4, STD. 130.0 . Iq 21 HEAVY 130.0 2 X 8 STD. 130.0 2 X 8 STD. 6 X 8 STD. 8 X 8 STD. 2 X 6 HEAVY 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 123.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 112.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 103.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 115.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 101.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 88.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 79.0 127.2 130.0 130.0 130.0 130.0 130.0 130.0 71.1 114.5 130.0 130.0 130.0 130.0 t 130.0 130.0 64.7 104.1 130.0 130.0 130.0 130.0 130.0 130.0 59.3 122.1 95.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 88.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 77.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 63.1 119.9 130.0 130.0 130.0 130.0 130.0 130.0 55.6 105.6 130.0 130.0 130.0 130.0 130.0 130.0 48.6 92.4 130.0 130.0 130.0 130.0 130.0 130.0 43.2 82.2 128.5 130.0 120.0 130.0 130.0 130.0 38.9 73.9 115.7 130.0 108.0 130.0 130.0 130.0 35.4 87.2 105.1 124.3 98.2 130.0 130.0 130.0 32.4 74.6 61.6 130.0 96.4 130.0 114.0 130.0 90.0t- 130.0 130.0t 130.0 130.0 130.0 130.0 130.0 53.8 115.4 130.0 130.0 130.0 130.0 130.0 130.0 47.5 101.9 130.0 130.0 130.0 130.0 130.0 130.0 38.5 33.9 82.6 72.8 63.7 56.6 129.3 113.9 99.7 88.6 130.0 130.0 123.1 109.4 120.7 106.4 93.1 82.7 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 51.0 79.7 98.5 74.4 130.0 130.0 130.0 46.3 72.5 89.5 67.7 120.7 130.0 130.0 42.5 66.5 82.1 62.0 110.6 120.1 130.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 4 X 4 8 STD. X 8 STD. 1-1/4 8 X 8 1-1/4 8 X B WINDOW DIMS. X STD.X STD. 1•X3 1 X4 IX 4-1/2 2X4 2X4 2X6 X6 WINDOW DIMS. 1 X3 1 X4 1 X 4 4-1/2 2 X 4 2X4 2X8 2 X 6 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY 19-1/8" 64.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" - 37.9 59.3 78.9 55.3 98.7 130.0 130.0 26-1/2' 46.4 99.5 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2" - - 42.8 56.9 39.9 71.2 111.0 130.0 30' 41.0 87.9 130.0 130.0 128.4 130.0 130.0 130.0 30" - - 37.8 50.3 35.3 62.9 98.1 130.0 37' 33.2 71.3 111.6 130.0 104.1 130.0 130.0 130.0 37' - - 30.6 40.8 - 51.0 79.5 130.0 42' - 62.8 98.3 127.5 91.7 130.0 130.0 130.0 42" - - - 35.9 = 44.9 70.1 128.7 78" 120" 31.4 39.3. 61.3 112.6 48' - 54.9 86.0 111.5 80.3 130.0 130.0 130.0 48' 54' - 48.8 76.4 99.1 71.4 127.2 130.0 130.0 54' - - - - - 34.9 54.5 100.1 60" - 44.0 68.8 89.2 64.2 114.5 130.0 130.0 60' - - - - - 33.1 49.0 90.1 66' - 40.0 62.5 81.1 58.4 104.1 118.7 130.0 66' e e 72' a 36.6 57.3 74.4 72" 110.4 130.0 130.0 79.7 124.7 130.0 70.4 110.2 130.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 19-1/8' 26-1/2" 30' 37' 42' 48' 54' 60' 66' 72" 19-1/8" 26-1/2' 30' 37' 42' 48' .54" 60' 66' 72" 19-1/8" 26-1/2' 30' 37" 42' 48' 54" 60' 66' 72" 108' ALL LOADS ARE EXT.(+)/INT.(-). 57.1 50.3 44.0 39.1 35.2 89.3 78.7 68.8 61.2 55.1 118.8 104.7 91.6 81.4 73.3 53.5 130.0 116.4 102.8 83.4 73.5 64.3 57.1 51.4 95.4 130.0 130.0 130.0 108.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 114.6 101.9 91.7 50.1 45.9 115.8 83.5 73.8 59.8 52.7 46.1 41.0 36.9 33.5 30.7 81.3 58.7 51.8 42.0 37.0 32.4 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONSS 66.6 61.1 130.0 111.2 98.2 79.6 70.1 61.4 54.6 49.1 44.6 40.9 108.2 78.1 69.0 55.9 49.3 43.1 38.3 34.5 32.3 46.7 42.8 108.1 78.0 68.9 55.9 49.2 43.1 38.3 34.4 31.3 75.9 54.8 48.4 39.2 34.6 30.2 83.4 76.4 130.0 130.0 122.8 99.6 87.7 76.8 68.2 61.4 55.8 51.2 130.0 97.7 86.3 70.0 61.6 53.9 47.9 43.1 130.0 130.0 130.0 125.1 112.6 102.3 93.8 130.0 130.0 130.0 130.0 123.1 107.7 95.8 86.2 78.4 71.8 130.0 130.0 130.0 109.1 96.1 84.1 74.7 67.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130_0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 123.6 56.1 103.0 PRODUCT REVISED >~ complying %vial the Merida Building Code Acceptance No E puation Date 19-1/8" 26-1/2" 30" 37' 42" 132" 48" 54" 60' 66' 72' 19-1/8' 26-1 /2' 30' 37' 144' 42' 48' 54" 44.5 32.1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT z O Z w1 W2 715.0 4 ?_07 2 X 8 4 X 4 STD. STD. 6 X STD. 59.3 42.8 37.8 30.6 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS 74.1 53.5 47.3 38.3 57.1 41.2 36.4 44.6 40.9 115.6 83.4 73.7 59.8 30.7 89.0 64.3 56.8 81.9 75.1 130.0 130.0 130.0 109.8 31.5 57.9 HORIZONTAL MULLION 3 0 n 0 003 Engr: JAVAD AHIAAD CIVIL FLA. PE 70592 • �a • • •••8 .13 N . .4 Z j • • �. • .Jo ... _1 in N ▪ n •i OjM. Zen; i Zc ••• Lill Err 3w •rn - } Qm NL� < 31.0--1 • v)o,0 0 0 0 N d L. c 0 n c 0 2 0) NO CHANCE THIS SHEET 4.2 0 a W x 8 2 O 0 M N 13 N O 0 c 0 0 W 0 0 0 1 v` u ( drawing no. M07-04 (sheet 3 of 18) 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE M Iz U D #14 SMS 2 PER ANGLE MULLION 1/2" MAX. ALTERNATE ANCHOR LOCATION MULLION HOLLOW/FILLED BLOCK C// E i U 7 FLOATING CUP TYPICAL ANCHORS 2 PER CLIP MULUON TYPICAL ANCHORS TYPE 'W2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1 BY BUCKS INTO CONC. OR MASONRY SEE SHEET 6 FOR ANCHOR CAPACITIES 1/2" MAX. HOLLOW/FILLED BLOCK /// E PRODUCT REVISED rs complying with the Florida Building Code Accepl(MCC No Exp' atio t Datc/0017 �TTI By Ai iIL..'.. Ilanti ade Product Conlrli • 715 1 2017 THESE MULLIONS CAN ONLY BE USED WITH_ SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. k•53B • • . •.• .. •• • .. ••• ' .. • • • '•. IL U Z P 4c ct o Oo 0 i CC vo � 0103 8 DarnC)41�+ yOK • g Q�ir. iL ZO_ Ja8g� Q W0 2 0 0 0 z 0 r ••.% • •� U• r• J O �.. � • fir Zv • w •� 1--�e, -;� J o c H In O N L C C O L 0 Vl 8 N 0000 DETAIL REMOVED W r 2 SIU 0 0 O_ g m 0 N h 2 m 10 0 a.0 0 m a r 3 0 0 la u drowing no. M07-04 sheet 4 of 18 z r) 0 (Oi 3" MIN. MUWON 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 SMS 2 PER ANGLE MUWON 1/2" MAX. TRIM LEG AS READ. ALTERNATE ANCHOR LOCATION MUWON • . CONCRETE ". ' • • FLOATING CUP OLCOW/FILLED BLOCK CONCRETE STRUCTURE FLOATING CLIP TYPICAL ANCHORS 2 PER CUP MULLION •'CONCRETE• TYPICAL ANCHORS TYPE 'B2', `C2', `M2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES 1/2" MAX. MUWON OLt /FILLED BLOCK CONCRETE M STRUCTURE TYPICAL ANCHORS 2 PER CUP PRODUCT REVISED rs complying with the IYtotlda Building Codc Acceptance No Expiration Date 1.5-0715.04 12011 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CIVIL FlA. PE / 70592 C.A.N. 3538 • •• •• •• • • .I 4 411411 •.1 • • • •• • • ••G ••q • • .a• Jo ••ill in wLy 3 L.• •• 0. . Z <n : • 3 w •o n d ova • — U) Nrno C a) C 0 .; C 0 :a) a r wt 0 z 2 UPDATE TO 2014 FBC W 0 z al O n 0 pN� e O lV 0 O e O c c 0 0 • CO n ai drawing no. M07-04 (sheet 5 of 18 ' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2 M2 19-1/8" 130.0 117.7 130.0 130.0 26-1/2" 130.0 85.0 130.0 130.0 30" 129.1 75.0 130.0 130.0 37" 104.7 60.9 130.0 130.0 - 42" 92.2 53.6 119.4 130.0 48" 38-3/8" 80.7 46.9 104.4 122.1 54" 71.7 41.7 92.8 108.5 60" 64.5 37.5 83.6 97.7 66" 58.7 34.1 76.0 88.8 72" 53.8 ' 31.3 69.6 81.4 19-1/8" 130.0 89.2 130.0 130.0 26-1/2" 110.8 64.4 130.0 130.0 30" 97.8 56.9 126.7 130.0 37" 79.3 46.1 102.7 120.1 42" 69.9 40.6 90.5 105.8 48" 50-5/8" 61.2 35.6 79.2 92.6 54" 54.4 31.6 70.4 82.3 60" 48.9 28.4 63.3 74.1 66" 44.5 25.9 57.6 67.3 72" 40.8 23.7 52.8 61.7 19-1/8" 123.3 71.7 130.0 130.0 26-1/2" 89.0 51.8 115.2 130.0 30" 78.6 45.7 101.8 119.0 37" 63.8 37.1 82.5 96.5 42" 56.2 32.7 72.7 85.0 48" 63" 49.1 28.6 63.6 74.4 54" 43.7 25.4 56.6 66.1 60" 39.3 22.9 50.9 59.5 66" 35.7 20.8 46.3 54.1 72" 32.8 - 42.4 49.6 19-1/8" 104.7 60.8 130.0 130.0 26-1/2" 75.5 43.9 97.8 114.3 30" 66.7 38.8 86.4 101.0 37" 54.1 31.4 70.0 81.9 42" 74 47.7 27.7 61.7 72.1 48" -1 /4" 41.7 24.2 54.0 63.1 54" 37.1 21.5 48.0 56.1 60" 33.4 - 43.2 50.5 66" 30.3 - 39.3 45.9 72" 27.8 - 36.0 42.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2 M2 19-1/8" 64.8 37.6 83.8 98.0 26-1/2" 46.7 27.2 60.5 70.7 30" 41.3 24.0 53.4 62.5 37" 33.5 - 43.3 , 50.7 42" 29.5 - 38.2 44.6 48" 120" 25.8 - 33.4 39.1 54" 22.9 - 29.7 34.7 60" 20.6 - 26.7 31.2 66" - - 24.3 28.4 72" - - 22.3 26.0 19-1/8" 58.9 34.2 76.2 89.1 26-1/2" 42.5 24.7 55.0 64.3 30" 37.5 21.8 48.6 56.8 37" 30.4 - 39.4 46.1 42" 26.8 - 34.7 40.6 48" 132" 23.5 - 30.4 35.5 54" 20.8 - 27.0 31.6 60" - - 24.3 28.4 66" - - 22.1 25.8 72" - - 20.2 23.7 19-1/8" 54.0 31.4 69.9 81.7 26-1/2" 38.9 22.6 50.4 58.9 30" 34.4 20.0 44.5 52.1 37" 27.9 - 36.1 42.2 42" 24.6 - 31.8 37.2 48" 144" 21.5 - 27.8 32.5 54" - - 24.7 28.9 60" - - 22.3 26.0 66" - - 20.2 23.7 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2 M2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 99.6 57.9 129.0 130.0 71.9 41.8 93.1 108.8 63.5 36.9 82.2 96.1 51.5 29.9 66.7 77.9 45.4 26.4 58.7 68.7 78" 39.7 23.1 51.4 60.1 35.3 20.5 45.7 53.4 31.8 - 41.1 48.1 28.9 - 37.4 43.7 26.5 - 34.3 40.1 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 92.5 53.8 119.8 130.0 66.8 38.8 86.4 101.0 59.0 34.3 76.3 89.3 47.8 27.8 61.9 72.4 42.1 24.5 54.5 63.8 36.9 21.4 47.7 55.8 32.8 - 42.4 49.6 29.5 - 38.2 44.6 26.8 - 34.7 40.6 24.6 - 31.8 37.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96, 80.9 47.1 104.8 122.5 58.4 34.0 75.6 88.4 51.6 30.0 66.8 78.1 41.8 24.3 54.2 63.3 36.9 21.4 47.7 55.8 32.3 - 41.8 48.8 28.7 - 37.1 43.4 25.8 - 33.4 39.1 23.5 - 30.4 35.5 21.5 - 27.8 32.5 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 71.9 41.8 93.1 108.9 51.9 30.2 67.2 78.6 45.9 26.7 59.4 69.4 37.2 21.6 48.1 56.3 32.8 - 42.4 49.6 28.7 - 37.1 43.4 25.5 - 33.0 38.6 22.9 - 29.7 34.7 20.8 - 27.0 31.6 - - 24.7 28.9 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) w1 MULLION ANCHORS W2 TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) W2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W2: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 82: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C2: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) M2: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MiN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. to y.V 2 ga 1012 w re cqam 1 - Cuirl °log g o tatE a W • D��.II 1i gH 462E • • •(/)• •l Z• ••, •Q WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. •. •- CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. ... ap C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm - 2000 PSI h41114,7 0Z DU PRODUCTREVISED as complying with the Florida O ' Building Code Acceptance No �� Ex , iration Date ►'l a llii+ 1 � ,% Nita ade •so,tat antral HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE .0.--,:5.- ` - GLAZING '7 PRODUCT K -. GLAZING PRODUCT ANCHOR ETAIL , 1 GLAZING PRODUCT MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS \MUWON ANCHORS N Engr: JAVAD AHMAD CIVIL FLA. PE 1 70592 C.A. 538 r rc •••bfpi§ ••• • • 5 3 in c 0 0 0. c u v c 0 0 0) 0 8 0 qN 8 0 nR 0 m u c W 0 L u ) drawing no. M07-04 (sheet 6 of 16 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE j14 SMS 2 PER ANGLE MULUON TRIM LEG AS READ. ALTERNATE ANCHOR LOCATION MULLION CTYPICAL ANCHORS TYPE `W4-2'[TN-] TO 2BY WOODsBUCKS_OR WOOD STRUCTURES/ THRU 1 BY BUCKS'INTO_CONC—OR _ MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES FLOATING CLIP TYPICAL ANCHORS 4 PER CUP MULUON MULLION • � hIV O D. IL • ggtsi 020 8 p aoo .+ O °ENE r5 el N ••••� • •* ....44 • N HOLLOW/FILLED BLOCK CONCRETE PRODUCT REVISED as complying with the Florida Building Code Acceptance No ExpiratiorlDatc By Mianu ado Product Con rol THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD • CML FLA. PE # 70592 C.A. 3538 FYI/ i5MMS drawing no. M07-04 (sheet 7 of 18) 2X2X1/8' ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 2 PER ANGLE MULLION H4LL0 VFILLED BLOCK CONCRETE M STRUCTURE TRIM LEG AS REQD. FLOATING CUP TYPICAL ANCHORS 4 PER CUP MULUON MULUON MULUON TYPICAL ANCHORS TYPE 'B4-2', 'C4-2', 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES �10Li0W/FILLED BLOCK CONCRETE MA STRUCTURE PRODUCT REVISED ascomplying with Florida l3 5 ! 0 Building Code a. Acceptance No t iratio Date adaProduct of l THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS drowing no. M07-04 (sheet 8 of 18 2 X 2 X 1/8" ALUM ANGLE ANCHORS 1/2" 2" MIN. TYPtCALER ANGLE MIN. #14 SMS MULLION 2 PER ANGLE 11F=W HOLLOW/FILLED BLOCK CONCRETE METAL STRUCTURE TRIM LEG AS REQD. ALTERNATE ANCHOR LOCATION MULLION TYPICAL ANCHORS TYPE 'B4-2', 'C4-2', 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES PRODUCT REVISED as complying wilh the Florida Building Code Acceptance No Ex iration Date 13y Mi U120]5• 4 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CIVIL FLA. C.A E 3538 92 • •4 ••4 • • 4 •4 •4 .•1 • •• • • • • •, 0 I n 0 z 0 • • • • • •••c ot • ••pa• •. • d N —1 CO • ,•. LF ai. Q . • Zcn� re Qo a 8 tD ^. (/) Oai 0 F rs N C O C O G 0 0)N Paa G1 TN F 3W 2 N g •-. O p0� Nq b 5 •0 (Si 0 C 0 O 0 L ; drawing no. M07-04 (sheet 9 of 18 .• • • • • • • • .•• • • • "-'--.--_DESIGN LOAD CAPACITY - PSF WINDOW-D114S. ' ANCHORS TYPE ) WIDTH (W) MULL SPAN W4-2 B4-2 C4-2 M4-2 19-1/8" 130.0 130.0 130.0 130.0 26-1/2" 130.0 130.0 130.0 130.0 30" 130.0 117.1 130.0 130.0 37" 130.0 94.9 130.0 130.0 42" 38-3/8" 130.0 83.6 130.0 130.0 48" 130.0 73.2 130.0 130.0 54" 130.0 65.0 124.0 130.0 60" 129.1 58.5 111.6 130.0 66" 117.3 53.2 101.4 130.0 72" - _ 107.6 48.8 93.0 130.0 19-1/8" � t 130.0 130.0 130.0 130.0 26-1/2" 0 130.0 100.5 130.0 130.0 30" 130.0 88.7 130.0 130.0 37" 130.0 72.0 130.0 130.0 42" 50 5/8" I 130.0 63.4 120.8 130.0 48" - ,122.3 55.5 105.7 130.0 54", rl60l__ ' 108.7 49.3 94.0 130.0 97.8 4 44.4 84.6 130.0 66" J 89.0 40.3 76.9 130.0 72" _,. r �81.5 37.0 70.5 123.4 19-1/8" / a 130.0 111.9 130.0 130.0 26-1/2" o 130.0 80.7 130.0 130.0 30" 130.0 71.3 130.0 130.0 37" 127.5 57.8 110.2 130.0 42" 112.3 50.9 97.1 130.0 48" 63" II 98.3 44.6 85.0 130.0 54" I 87.4 39.6 75.5 130.0 60" 78.6 35.7 68.0 119.0 66" a 71.5 32.4 61.8 108.2 :- h 65.5., 29.7 56.6 99.2 19-1/8" 130.0 94.9 130.0 130.0 26-1/2" 130.0 68.5 130.0 130.0 30" 130.0 60.5 115.3 130.0 37" 108.2 49.1 93.5 130.0 42" 74-1/4" 95.3 43.2 82.4 130.0 48" 83.4 37.8 72.1 126.2 54" 74.1 33.6 64.1 112.2 60" 66.7 30.3 57.7 101.0 66" 60.7 27.5 52.4 91.8 72" 55.6 25.2 48.1 84.1 / DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-2 B4-2 C4-2 M4-2 19-1/8" 130.0 90.4 130.0 130.0 26-1/2' 130.0 65.2 124.3 130.0 30" 127.0 57.6 109.8 130.0 37" 103.0 46.7 89.0 130.0 42" 90.7 41.1 78.4 130.0 48" 78" 79.4 36.0 68.6 120.2 54" 70.6 32.0 61.0 106.8 60' 63.5 28.8 54.9 96.1 66" 57.7 26.2 49.9 87.4 72" 52.9 24.0 45.7 80.1 19-1/8" 130.0 83.9 130.0 130.0 26-1/2" 130.0 60.5 115.4 130.0 30" 117.9 53.5 101.9 130.0 37" 95.6 43.4 82.7 130.0 42" 84.2 38.2 72.8 127.5 48" 84' 73.7 33.4 63.7 111.6 54' 65.5 29.7 56.6 99.2 60" 59.0 26.7 51.0 89.3 66" 53.6 24.3 46.3 81.1 72" 49.1 22.3 42.5 74.4 19-1/8- 130.0 73.4 130.0 130.0 26-1/2" 116.8 53.0 101.0 130.0 30" 103.2 46.8 89.2 130.0 37' 83.7 37.9 72.3 126.6 42" _ 73.7 33.4 63.7 111.6 48" 96 64.5 29.3 55.8 97.6 54" 57.3 26.0 49.6 86.8 60' 51.6 23.4 44.6 78.1 66" 46.9 21.3 40.5 71.0 72" 43.0 - 37.2 65.1 19-1/8" 130.0 65.3 124.4 130.0 26-1/2" 103.8 47.1 89.8 130.0 30" 91.7 41.6 79.3 130.0 37" 74.4 33.7 64.3 112.6 42" 65.5 29.7 56.6 99.2 108" 57.3 26.0 49.6 86.8 48" 54" 51.0 23.1 44.0 77.1 60" 45.9 20.8 39.6 69.4 66" 41.7 - 36.0 63.1 72" 38.2 - 33.0 57.9 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-2 B4-2 C4-2 M4-2 19-1/8" 129.5 58.7 111.9 130.0 26-1 /2" 93.5 42.4 80.8 130.0 30" 82.6 37.4 71.4 125.0 37" 66.9 30.4 57.9 101.3 42" 59.0 26.7 51.0 89.3 120' 51.6 23.4 44.6 78.1 48" 54" 45.9 20.8 39.6 69.4 60" 41.3 - 35.7 62.5 66" 37.5 - 32.4 56.8 72" 34:4 - 29.7 52.1 19-1/8" 117.7 53.4 101.8 130.0 26-1/2" 85.0 38.5 73.4 128.6 30" 75.1 34.0 64.9 113.6 37" 60.9 27.6 52.6 92.1 42" 53.6 24.3 46.3 81.1 132" 46.9 21.3 40.5 71.0 48" 54" 41.7 - 36.0 63.1 60" 37.5 - 32.4 56.8 66" 34.1 - 29.5 51.6 72" 31.3 - 27.0 47.3 19-1/8" 107.9 48.9 93.3 130.0 26-1/2" 77.9 35.3 67.3 117.9 30" 68.8 31.2 59.5 104.1 37" 55.8 25.3 48.2 84.4 42" 49.1 22.3 42.5 74.4 48" 144" 43.0 - 37.2 65.1 54" 38.2 - 33.0 57.9 60" 34.4 - 29.7 52.1 66" 31.3 - 27.0 47.3 W1 MULLION ANCHORS W2 TYPICAL ANtHORS177 C 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)! W4=2 _ INTO.2BY WOOD BUCKS_ OR WOOD STRUCTURES) Cr.1/2=MIN.-PENETRATION INTO WOOD) W4-2: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 84-2: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C4-2: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) M4-2: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy R 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) in 0 0 z 0 •.. , ANCHORS CL TO CL DISTANCE = 2" MIN. . • • • • 040 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • • • • ig CONCRETE AT HEAD. SILL OR JAMBS re = 3000 PSI MIN. • • • • • C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI Mi h • •• • 1 PRODUCE REVISED • F- ns complying with lc Fltllld4 _ • • Buildin Code • • Acceptance No ({) 5 r • Expiration Date I'IIiINM O! By ./ /. i . M' � ado ' Ct Con iii oz _1a. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. •• • • INTO WOOD STRUCTURE = 1 " MIN. .. • INTO METAL STRUCTURE = 3/4" MIN. • • • N MULUON ANCHORS HORIZONTAL MULUON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE .��•GLAZ NG iote PRODUCT N. GLAZING PRODUCT ANCHOR ETAIL #1 GLAZING PRODUCT MULLION ANCHORS 3 MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAO AHMAD CIVIL FLA. PE I 70592 CAN 538.t 3 J • • ••Nit . • o • • O) • •••4 J (V •N J Q• w. to `t0>49 ti ZJ t/i • L •. M < O •�. a.00] J V) at 0 in c 0 N '5 c c 0 o. C u UPDATED TO 2014 FBC W 1 W rc a 0 0 8 1. O 0 8 tV m 0 0 m 0 0 W 0 ii 0 1 drawing no. M07-04 sheet 10 of 18 2X2X1/8* ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 2 PER ANGLE MULUON 0 w a HOLLOW/FILLED BLOCK /CONCRETE TYPICAL ANCHORS TYPE 1W4-3' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 14 FOR ANCHOR CAPACITIES Y m a FLOATING CUP TYPICAL ANCHORS 4 PER CLIP MULUON PRODUCT REVISED as complying with the Florida Building Code 5 0 Acceptance No • Expirati * I Date 13y Miami ado Product Co 1/2" HOLLOW/FILLED BLOCK MAX, CONCRETE 7215 0 4 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CIVIL FLA. PE / 70592 CAN. 3538 0z - F W etlll��lll O 0O18 WN N OtRco ohm —� EAg 0(tog .A a Q w7 N ILzv, -0 J ow IJ Q 6812 012 • • •. • • • •• • •• • 0110 • •• • • • • • • • •• . .. . . . . ... . ALUMINI.Nd' T•UE3E. 1l3LLIQNS..' ( U (0 O N O fA 7 cYgi 0 4, 0 0 N (o ai 0 0 G m u 0 dote: 10_01-07 • r 0 drawing no. M07-04 (sheet 11 of 18) 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 2 PER ANGLE MULLION OLL'OW/FILLED BLOCK / CONCRETE M STRUCTURE FLOATING CLIP TYPICAL ANCHORS 6 PER CUP MULLION TYPICAL ANCHORS TYPE 'B4-3', 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACITIES 1/2" MAX. 0L'LONf/FILLED BLOCK / CONCRETE STRUCTURE PRODUCT REVISED as complying with the Florida Building Code 1 5- 0 7 1 5 • Acceptance No lsxpirati . Date By Miami e Pro uct Co iti 2017 04 THESE MULLIO ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CML FLA. PE j► 70592 C.A. 3538 • • •• • • • ••• •• • 04 • • • • •• •.• • • • • .. • to d- 0 N 0 z 0 • I • • Z Z_ a C O U N 'v NO CHANGE THIS SHEET 0 a a ,n tl 0 b N 0 0 0 r Ro Oi pN� m vi 0 W ti ) drawing no. M07-04 (sheet 12 of 18) 1/2" 3" MIN. MIN. 2X2X1/8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 2 PER ANGLE MULLION TYPICAL ANCHORS TYPE 'B4-3', 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACITIES 1/2" MAX. OLLOW/FILLED BLOCK CONCRETE METAL STRUCTURE PRODUCT REVISED as complying with the Florida - Building Code LI p 4 Acceptance No Ex.iratioo. Date 1'11.1'» 3nill5 By f/ . - . 4P' hlin i 4 ade Product Cont a THESE MULUONS ONLY BE USED WITH SIW GLAZING PRODUCTS Engr. JAVAD AHMAD CML FLA. F E / 70592 CA . 3538 177i 1 I) ?1r9 • • •• 0410 •.• • • •• ••• • •.� ... • • • '•• MULLION\MU/-U4W c • • • ...• • • •• •N *0 • •s • • • J N •N 4:4164 gyp• 'v 30 •. zofe °el. • �rn • n• aVm«. vi — N J <nrno 0 c loi C 0 t) 8 O d c 0 N O D W a 0 0 Np lV b 0 O f0 O W O drawing no. M07-04 (?heet 13 of 18) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 B4-3 C4-3 19-1/8" 130.0 130.0 130.0 26-1/2" 130.0 130.0 130.0 30" 130.0 130.0 130.0 37" 130.0 121.7 130.0 42" 107.2 130.0 48" 38-3/13"130.0 130.0 93.8 130.0 54" 130.0 83.4 130.0 60" 129.1 75.0 130.0 66" 117.3 68.2 130.0 72" 107.6 62.5 130.0 19-1/8' 130.0 130.0 130.0 26-1/2' 130.0 128.8 130.0 30" 130.0 113.8 130.0 37" 130.0 92,3 130.0 42" 130.0 81.3 130.0 48" 50-5/8" 122.3 71.1 130.0 54" 108.7 63.2 130.0 60" 97.8 56.9 126.7 66" 89.0 51.7 115.2 72" 81.5 47.4 105.6 19-1/8" 130.0 130.0 130.0 26-1/2" 130.0 103.5 130.0 30' 130.0 91.4 130.0 37" 127.5 74.1 130.0 42" 112.3 65.3 130.0 48" 63" 98.3 57.1 127.2 54" 87.4 50.8 113.1 60" 78.6 45.7 101.8 66" 71.5 41.6 92.5 72" 65.5 38.1 84.8 19-1/8" 130.0 121.7 130.0 26-1/2* 130.0 87.8 130.0 30" 130.0 77.6 130.0 37" 108.2 62.9 130.0 42" 74-1/4" 95.3 55.4 123.4 48" 83.4 48.5 108.0 54" 74.1 43.1 96.0 60" 66.7 38.8 86.4 66" 60.7 35.3 78.5 72" 55.6 32.3 72.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 B4-3 C4-3 19-1/8" 129.5 75.3 130.0 26-1/2" 93.5 54.3 121.0 30' 82.6 48.0 106.9 37" 66.9 38.9 86.7 42" 59.0 34.3 76.3 48" 120" 51.6 30.0 66.8 54" 45.9 26.7 59.4 60" 41.3 24.0 53.4 66' 37.5 21.8 48.6 72" 34.4 20.0 44.5 19-1/8" 117.7 68.4 130.0 26-1/2" 85.0 49.4 110.0 30' 75.1 43.6 97.2 37" 60.9 35.4 78.8 42" 53.6 31.2 69.4 132" 46.9 27.3 60.7 48" 54' 41.7 24.2 54.0 60" 37.5 21.8 48.6 66" 34.1 - 44.2 72" 31.3 - 40.5 19-1/8" 107.9 62.7 130.0 26-1/2" 77.9 45.3 100.8 30" 68.8 40.0 89.1 37" 55.8 32.4 72.2 42" 49.1 28.6 63.6 144" 43.0 25.0 55.7 48" 54" 38.2 22.2 49.5 60" 34.4 20.0 44.5 66" 31.3 - 40.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 B4-3 C4-3 19-1/8" 130.0 115.8 130.0 26-1/2' 130.0 83.6 130.0 30" 127.0 73.8 130.0 37" 103.0 59.9 130.0 42" 90.7 52.7 117.5 48" 78" 79.4 46.2 102.8 54" 70.6 41.0 91.4 60" 63.5 36.9 82.2 66" 57.7 33.6 74.7 72" 52.9 30.8 68.5 19-1/8" L 130.0 107.6 130.0 26-1/2" 130.0 77.6 130.0 30" 117.9 68.6 130.0 37" 95.6 55.6 123.8 42" 84.2 49.0 109.1 48" 84" 73.7 42.9 95.4 54" 65.5 38.1 84.8 60' 59.0 34.3 76.3 66" 53.6 31.2 69.4 72" 49.1 28.6 63.6 19-1/8" 130.0 94.1 130.0 26-1/2" 116.8 67.9 130.0 30" 103.2 60.0 130.0 37" 83.7 48.6 108.3 42" 73.7 42.9 95.4 48" 96" 64.5 37.5 83.5 54" 57.3 33.3 74.2 60" 51.6 30.0 66.8 66' 46.9 27.3 60.7 72" 43.0 25.0 55.7 19-1/8" 130.0 83.7 130.0 26-1/2' 103.8 60.4 130.0 30" 91.7 53.3 118.8 37" 74.4 43.2 96.3 42" 65.5 38.1 84.8 108" 57.3 33.3 74.2 48' 54" 51.0 29.6 66.0 60" 45.9 26.7 59.4 66" 41.7 24.2 54.0 72" 38.2 22.2 49.5 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) MULLION ANCHORS GLAZING PRODUCT 7 TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD W4-3: THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY 84-3: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C4-3: DIRECTLY INTO CONCRETE 1-1 /2" MIN. EMBED INTO CONCRETE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHORS CL TO CL DISTANCE = 3" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN+ • VERTICAL MULLION GLAZING PRODUCT 0 zZ - N 2 W1 1\_MUWON ANCHORS W2 MULLION ANCHORS -HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ..%'GLAZING f -" ,7 PRODUCT GLAZING PRODUCT ANCHOR ETAIL 11 GLAZING PRODUCT MULLION SPAN I`I TYPICAL MULLION ARRANGEMENTS WIDTH (w) - Wi + W2 2 THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS 1\ _ MULLION 3 ANCHORS i'1tOliVLT REVI, as complyuig with the Florida - 3uilding Code - 0 7 1 5 • PAcceplance No Expiratio Date 2D1T By ..1i ade Produce Control Engr. JAVAD AHMAD CIVIL FLA. PE j 0592 CAN. 3 38 Pi o 4 g QE " 2 a ft fa (1(if; v oO e+� 012Q 8 Q �� {L 14-I. .1,381 46122 •• 1 •••1 • • • ••• 0 0 2 z 0 -J • • Ld Z D J • • •••N Io • •N • • Off• •"a Jc•1 ••N OQ • Z 1n 3t�r1••�es4 rn I- SL%i' • 1 • <0 60 a.Uco c c a `u 0 v 8 S 0 0 0 0 'o 0 0 0 Io ,V b itj 0 0 C m u 0 W date: 10-01-07 drowing no. M07-04 sheet 14 of 18) 3/8" 2 1/2" MIN. TRIM LEG AS REQD. 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 3 PER ANGLE '14 SMS 3 PER ANGLE MULLION 2 1 /2" MIN. CCOHCRE t METAL STRUCTURE TYPICAL ANCHORS TYPE 'C6', 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES FLOATING CUP TYPICAL ANCHORS 6 PER CUP MULLION G�ONG�REfE / METAL STRUCTURE MULLION PRODUCT REVISED us complying with the Florida Building Code Acceptance No Ex . iration Date I' II I►i'i ado Product Contr THESE MULLIONS CAN ONLY DE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CM FLA. PE ] 70592 CA.N. 8 h et drawing no. M07-04 TRIM LEG AS REOD. 2 X 2 X 1/8` ALUM ANGLE #14 SMS 3 PER ANGLE MULLION TYPICAL ANCHORS TYPE `C6', 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES CONCRETE M AL STRUCTURE PRODUCT REVISED as complying with the Florida - Building Code 15 - 0715 0 4 Acceptance No Expiration Date Mi viva 201? [THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. 538 • • • 1 • ro •• • . •N • • a» • •..:.604 JcM •N •••r JO• ,., D i •••� n • �: to loll; • x• • ♦ Z(n-' • • •• z • • it "+ D U �. a• Z a�gn & } e D - tn g WI < - 3�W u)rno 0 drawing no. M07-04 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN C6 M6 19-1/8" 130.0 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 42" 130.0 130.0 48" 38-3/8" 130.0 130.0 54" 130.0 130.0 60" 130.0 130.0 66" 130.0 130.0 72' 130.0 130.0 19-1/8" 130.0 130.0 26-1/2' 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 42" 50-5/6" 130.0 130.0 48" 130.0 130.0 54" 130.0 130.0 60" 130.0 130.0 66" 130.0 130.0 72" 130.0 130.0 19-1/8' 130.0 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 42" 130.0 130.0 48" 63" 130.0 130.0 54" 130.0 130.0 60" 127.5 130.0 66" 115.9 130.0 72" 106.3 130.0 19-1/8" 130.0 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 42" 74-1 130.0 130.0 48" /4" 130.0 130.0 54" 120.2 130.0 60" 108.2 130.0 66" 98.4 130.0 72" 90.2 126.2 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN CO M6 19-1/8" 130.0 130.0 28-1/2" 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 42° 130.0 130.0 48" 78" 128.8 130.0 54" 114.5 130.0 60" 103.0 130.0 66" 93.7 130.0 72" 85.8 120.2 19-1/8" 130.0 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 42" 130.0 130.0 48" 84, 119.6 130.0 54" 106.3 130.0 60" 95.7 130.0 66" 87.0 121.7 72" 79.7 111.6 19-1/8" 130.0 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 42" 119.6 130.0 48" 96" 104.6 130.0 54" 93.0 130.0 60" 83.7 117.2 66" 76.1 106.5 72" 69.8 97.6 19-1/8" 130.0 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 37" 120.6 130.0 42" 106.3 130.0 48' 108' 93.0 130.0 54' 82.7 115.7 60' 74.4 104.1 66" 67.6 94.7 72' 62.0 86.8 ALL LOADS ARE EXT.(+)/INT.(-). DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN CO M8 - 19-1/8" 130.0 26-1/2" 130.0 _130.0 130.0 30" 130.0 130.0 37" 108.6 130.0 42" 95.7 130.0 48" 120' 83.7 117.2 54" 74.4 104.1 60" 67.0 93.7 66" 60.9 85.2 72" 55.8 78.1 19-1/8" 130.0 130.0 26-1/2" 130.0 130.0 30" 121.7 130.0 37" 98.7 130.0 42" 87.0 121.7 48" 132" 76.1 106.5 54" 67.6 94.7 60" 60.9 85.2 66" 55.3 77.5 72" 50.7 71.0 19-1/8" 130.0 130.0 26-1/2" 126.3 130.0 30° 111.6 130.0 37" 90.5 126.6 42" 79.7 111.6 48" 144' 69.8 97.6 54" 82.0 86.8 60" 55.8 78.1 66" 50.7 71.0 NOTE: ANY ANCHOR CONDITION SHOWN. HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) C6: M6: Z 0 0 W1 MULUON ANCHORS W2 TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCL INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE 2-1 /2" MIN. 0. to CONCRETE AT HEAD, SILL OR JAMBS f"c = 3000 PSI MIN. MULLION ANCHORS HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE i- -, ,� GLAZING :� .7 PRODUCT X f GLAZING PRODUCT ANCHOR ETAIL #1 GLAZING PRODUCT MULLION ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 PRODUCT REVISED - • as complying with 1eorida0 7 1 5 • 0 4 Building Code Acceptance No Ex , nation Date By 1i l'Ifllii' Dade Product Cont 1 2017 THESE MULLION ONLY BE USED WITH SIW GLAZING PRODUCTS Engr: JAVAD AHMAD CIVIL FLA. PE # 70 2 CAN. 3538 9 • •• 0 0 z 0 7 2 t • • • •.H412 Z • omit, •a••J • •• •1 • • •• •* • 1 • • • . •3 •• J J 0 c 0 a 0 N 4) v N 0 a .0 4, 0 0 O_ 01 8 0 h O b N 0 0 m 0 W r 0 ei 0 1 6 3 p drowing no. M07-04 (sheet 17 of 183 •DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN M2A M3A 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 38-3/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 122.1 130.0 108.5 130.0 97.7 130.0 88.8 130.0 81.4 122.1 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60' 66" 72" 50-5/8" 130.0 130.0 130.0 130.0 130.0 130.0 120.1 130.0 105.8 130.0 92.6 130.0 82.3 123.4 74.1 111.1 67.3 101.0 61.7 92.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 63, 130.0 130.0 130.0 130.0 119.0 130.0 96.5 130.0 85.0 127.5 74.4 111.6 66.1 99.2 59.5 89.3 54.1 81.1 49.6 74.4 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 130.0 130.0 114.3 130.0 101.0 130.0 81.9 122.8 72.1 108.2 63.1 94.7 56.1 84.1 50.5 75.7 45.9 68.8 42.1 63.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN M2A M3A 19-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 78" 130.0 130.0 108.8 130.0 96.1 130.0 77.9 116.9 68.7 103.0 60.1 90.1 53.4 80.1 48.1 72.1 43.7 65.5 40.1 60.1 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 130.0 130.0 101.0 130.0 89.3 130.0 72.4 108.6 63.8 95.6 55.8 83.7 49.6 74.4 4416 66.9 40.6 60.9 37.2 55.8 19-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 122.5 130.0 88.4 130.0 78.1 117.2 63.3 95.0 55.8 83.7 48.8 73.2 43.4 65.1 39.1 58.6 35.5 53.3 32.5 48.8 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 108.9 130.0 78.6 117.9 69.4 104.1 56.3 84.4 49.6 74.4 43.4 65.1 38.6 57.9 34.7 52.1 31.6 47.3 28.9 43.4 DESIGN LOAD CAPACITY - PSF 1 WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN M2A M3A 19-1/8" 98.0 130.0 26-1/2* 70.7 106.1 30" 62.5 93.7 37" 50.7 76.0 42" 44.6 66.9 120" 39.1 58.6 48° 54" 34.7 52.1 60" 31.2 46.9 66" 28.4 42.6 72" 26.0 39.1 19-1/8" 89.1 130.0 26-1/2" 64.3 96.5 30" 56.8 85.2 37" 46.1 69.1 42" 40.6 60.9 132" 35.5 53.3 48" 54" 31.6 47.3 60" 28.4 42.6 66" 25.8 38.7 72" 23.7 35.5 19-1/8" 81.7 122.5 26-1/2" 58.9 88.4 30" 52.1 78.1 37" 42.2 63.3 42" 37.2 55.8 144" 32.5 48.8 48" 54" 28.9 43.4 60" 26.0 39.1 66" 23.7 35.5 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY • 14 S.M.S. 2/ CHANNEL SEE CHART 'M2A' #14 F.H. S.M.S. 2/ SIDE ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . --4- TUBE MULLION 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBE MULUON #14 FH SMS 2 PER CUP SEE CHART 'M2A' 3 PER CLIP SEE CHART 'M3A' 1-1/2' 0.C. MIN. #14 FH SMS 2 PER CLIP 1" 0.C. MIN. 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2' X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION PRODUCT REVISED PS complying with%ieiorida0 Building Code? 1 5 r0 4 Acceptance No 2017 Ex•iratio� Dale tt IIUM By iG..,.., Miami i ade Product Cont '! THESE MULUONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS Engr. JAVAD AHMAD CIVIL FIA PE # 70592 CAI •A3558 y`u Z n CLS O de+ e Lew W oh O QU) 01E0 olog o mbE Q • W D I. 11 . 0 MULUON\M07-04SM < • • • • ) �-- • • • • • • •••• •• N • • N4 ••• 1• � ••J ••1 •Z• U N el • J• •^4 ••i ••( 4.4 ••.• p < • •• •zr LLJ• • •• Z QOIil i 0- U m D -cn< Nrno 0 o. .0 0 d 8 0 0 .o c 0 5- 0 5 0 m 0 0 2 ID uS 0 0 0 w r ) 1 0 drawing no. M07-04 sheet 18 of 18)