The URL can be used to link to this page

WS-12-674Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172452 Permit Number: WS -4 -12 -674 Scheduled Inspection Date: May 09, 2012 Inspector: Bruhn, Norman Owner: JENKINS, BARBARA Job Address: 46 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130040 Phone: (954)581 4113 Building Department Comments REPLACE 6 WINDWOS Inspector Comments Passed ,/,,e cc Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 08, 2012 For Inspections please call: (305)762 -4949 Page 10 of 25 BIJIL�II�G Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 2007 Permit Type:(UILDING) ROOFING OWNER: Name (Fee Simple Titleholder): ,111C.1 t . S , ' A 2 tQ r Phone #: 6-5.' 5([ - 66 *rli Address:'4(o NE q� S1 SI'r6ie City: 1 P rn k ,n4-40 eks. State: PI , Zip: 33 13g Tenant/Lessee Name: 1\I I A Phone#: Email: °p` t, APR 1 7, 2:i512 Permit No. WS r2---(0T-1 Master Permit No. JOB ADDRESS: 4( 1\,I f d S7�Ei✓r1 City: Miami Shores County: Miami Dade Zip: 3 313 - X81 c2 Folio/Parcel #: 11- 3 c 0(A - ®13 -06(46 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: East Coast Windows & Doors, Inc Phone #: 954 - 581 -2113 Address: 1711 SW 7 Avenue City: Pompano Beach State: FL Zip: 33060 Qualifier Name: Edward J Morris Phone #: 954 - 581 -2113 State Certification or Registration #: CGC 1504443 Certificate of Competency #: Contact Phone#: 954- 581 -2113 ext 201 Email Address: eleanor @eastcoastwindows.com DESIGNER: Architect/Engineer: %I I a Phone #: Value of Work for this Permit: $ 14 q(08 • 0 0 Square/Linear Footage of Work: Type of Work: Addition Alteration ❑New ORepair/Replace ODemolition Description of Work: Retrofit ( (o ) windows and (— ) doors with impact * **** x* **** * * * *** * * * ****:**** *.x******* Fees*** ***** *u:* ***** ***x:**** **:x **:x+xm********* * ** Submittal Fee $ 50 ' c> Permit Fee $ (64)' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I 31 Bonding Company's Name (if applicable) N I - Bonding Company's Address N I YY City `�l I 11- State Zip Mortgage Lender's Name (if applicable) N I lr Mortgage Lender's Address ■d I it' City \1 6 f'► State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this r' day of /1 w' , 20 /L, by of ex..- l who is personally known to me or who has produced fL®, As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 7PVBLIC -STATE OF FLORIDA Daniel J. Shough Commission #DD976146 Expires: MAR. 28, 2014 BONDED THRII ATLANTIC BONDING CO., INC. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor The oregoing instrument was acknowledged before me this day of,ij 1VI1 , 20/4L, by Edward J Morris who is/personally known to moor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Al/ AfilL My Commis§ -A Commission -i EE 5814 g.:My Commission Expires 07 -05 -2014 cII Bonded Through Atlantic Bonding Co., Inc. APPROVED BY 0/9- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk PERMIT # 1111111111 11111111111111111111111111111E 1111 TAX FOUO # I I c d7 0 •013 '0 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement QQ I. Legal description of property: LOT g'4 Gya-U BLK Property Address: C 2. General description of improvement 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name & Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: Name: Address: Telephone & Fax 8. In addition to himself or herself, owner designates the following person(s) to receive a copy of the Ue or's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name: Address: Telephone & Fax 9. Expiration Date* of this Notice: CFN 2011.2R02223.7 OR Bk 28051 Ps 4740; (114a) RECORDED 103/29/2012 10:27:24 HARVEY RUVIN, CLERK OF COURT HIM-DADE COUNTY, FLORIDA LAST PAGE This space reserved for recorder. SUB m ;anti 5FWeS Se e I Anth ❑ Lengthy L - : • attached . 3 b 9� rrri Stores Et. 33j 3' East Coast Windows & Doors, Inc. 1711 SW 7 venue - Pompano Beach FL 33060 954 -581 -2113 / 954-581-2114 fx S 'moires one year from the date recorded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I; SECTION 713.13, FLORIDA'..- STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR - CORDING YO R NOTICE OF COMMENCEMENT. -�/ - a.L` . ®fig s►t i-- zof Owner owner's Authorized Officer/ Director /Partner/Manager Title/Offke The foregoing instrument was admowedged before me this / , day of A c , 20 /7 , by 4 0"/icy EI 12AV as for ®4-v•G� ry Public - State of Florida Print, Type, or Stamp Commed Name of Notary Public Personally Known OR Produced Identification Pe.-Type of ID Produced: f' - NOTARY PUBLIC-STATE ur• aLuKtuA Daniel J. Shough VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES, ' ? Commission #DD976146 '',..,....�•' Expires: MAR. 28, 2014 Under penald of perjury, I declare`tat I have read the foregoing and that the facts stated in' tai stti !:0401 fledge and belief. By 1 of Owner er or Owner's er/Director/Pararer/Manager who signed above. Turn Over for Instructiorls� a• OF FLORIDA. COUNTY o r(RTIFYthaltltis is a dueoop ALA, am* en• d • Cot* COultg D.C. WITNESS roY held HARVEY RU By 'ANASHIA ONOID 1144 /o o r /4)-) it APR 1 7 wit B Y: Bedroom Bath Hallway Bedroom LThrz- (o1L I if 1,JLCT TO COMPLIANCE WITH AU- FEDERAL i t AND COt 1NTY RULES AND REGULATIONS la, b, c (3) 37 x 62 3/4 SH (3) 37 x 62 3/4 SH 2a, b, c ld, a (2) 1 x 4 x 62 3/4 Mulls (2) 1 x 4 x 62 3/4 Mulls 2d, e Bedroom Family Room Bath Bedroom Living Room 65' Kitchen Prepared by: East Coast Windows & Doors, Inc. 1711 SW 7th Avenue Pompano Beach, FL 33060 (954) 581 -2113 Ext. 201 Job Site: Jenkins Residence 46 NE 92nd Stree i 8 COPY Sheet 1 of 1 JOB ADDRESS Jenkins Residence 46 NE 92nd Street, Miami Shores, FL 33138 WINDOW I DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Re 'd 1a lb is 2a 2b 2c 37 x 62 3/4 60.0 80.0 39.0 42.4 FL14604.2 7/16" Ann /HS 37 x 62 3/4 60.0 80.0 39.0 42.4 FL14604.2 7/16" Ann /HS 37 x 62 3/4 60.0 80.0 39.0 42.4 FL 14604.2 7/16" Ann /HS 10- 1004.01 1x4x623/4 119.9 119.9 37 x 62 3/4 60.0 80.0 39.0 42.4 FL14604.2 7/16" Ann /HS 37 x 62 3/4 60.0 80.0 39.0 42.4 FL14604.2 7/16" Ann/HS 37 x 62 3/4 60.0 80.0 39.0 42.4 FL14604.2 7/16" Ann /HS 10- 1004.01 1 x 4 x 62 3/4 119.9 119.9 THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4 ") Mean Roof Height Tributary Area (sq. ft) (ft) 10 1 20 25 30 35 40 45 50 15 40.1 -43.4 39.0 - 42.4 38.2 -41.6 37.7 -41.1 37.2 - 40.6 36.8 -40.2 36.4 -39.8 36.1 -39.5 35.9 -39.3 16 40.6 34.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 - 44.0 -43.0 - 42.2 - 41.6 -41.1 - 40.7 - 40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 - 44.6 - 43.5 -42.8 - 42.2 - 41.7 - 41.3 - 40.9 - 40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 18 - 45.1 - 44.0 -43.3 - 42.7 - 42.2 - 41.8 - 41.4 - 41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 - 45.7 - 44.6 -43.8 - 43.2 - 42.7 - 42.2 - 41.9 - 41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 - 46.2 - 45.0 -44.2 - 43.6 - 43.1 - 42.7 - 42.3 - 42.0 -41.7 43.4 42.3 41.5 40.8 40.3 39.9 39.5 392 38.9 - 47.1 - 45.9 -45.1 - 44.5 - 44.0 - 43.6 - 43.2 - 42.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 24 - 48.0 - 46.8 -46.0 - 453 - 44.8 - 44.4 - 44.0 - 43.6 -433, 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 26 - 48.8 - 47.6 -46.8 - 46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 28 45.7 443 43.6 43.0 42.4 42.0 41.6 41.2 40.9 28 - 49.5 - 48.3 -47.5 - 46.8 - 46.3 - 45.8 - 45.4 - 45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 30 -50.3 - 49.0 - 48.2 - 47.5 - 47.0 -46.5 -46.1 - 45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 32 -51.0 - 49.7 -48.8 - 48.2 - 47.6 - 47.1 - 46.7 - 46.4 -46.0 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 - 49.5 -48.8 - 48.2 - 47.7 - 47.3 - 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 -52.2 -51.0 -50.1 - 49.4 - 48.8 - 48.3 - 47.9 - 47.5 -47.2 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.6 - 49.9 - 49.4 - 48.9 -48.4 -48.1 -47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 40 -53.4 -52.1 -51.2 -50.5 - 49.9 -49.4 -49.0 - 48.6 -48.3 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 - 49.6 -49.2 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52 -56.4 -55.1 -54.1 -533 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 56 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 60 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 51 CATEGORY Engineering Services, Inc. 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784 -6991 Tel / (954) 781 -5708 Fax / Infosc5es.com / CA Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35 9 -53.6 -51.5 -50.0 -48.9 - 47.9 - 47.1 - 46.4 - 45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 - 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 373 -55.7 -53.5 -52.0 -50.8 - 49.8 -48.9 -48.2 - 47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 -48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 - 48.7 -48.1 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 - 49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -552 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 423 41.8 41.3 40.9 40.6 403 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 463 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 - 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 47.6 463 45.4 44.7 44.2 43.7 43.3 42.9 42.6 - 63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 - 64.5 - 61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 - 65.2 - 62.7 -60.8 -59.4 -58.3 -573 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 463 45.7 45.2 44.8 44.4 44.1 - 65.9 - 63.3 - 613 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 50.2 48.9 48.0 47.2 46.6 46.1 45.7 453 45.0 - 673 - 64.6 - 62.7 - 61.3 -60.1 -59.1 -58.2 -57.4 -56.8 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 - 68.5 - 65.8 - 63.9 - 62.4 - 61.2 -60.2 -593 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 473 46.9 46.6 -69.7 -66.9 -65.0 - 63.5 - 62.2 - 61.2 -603 -59.5 -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 473 -70.8 -68.0 - 66.0 - 64.5 -63.2 - 62.2 -612 -60.4 -59.7 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 - 69.0 -67.0 - 65.4 - 64.1 - 63.1 - 62.1 - 61.3 -60.6 General Notes 1 These tables list allowable pressures (W.d), given as 0.6•W„a, where W„i, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site - specific drawing 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and petnit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY = C Tables are valid for the following conditions only: I Wind Speed, (V°,, 3- second gust) = 175 mph 2 Risk Category: II (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Clepi = 0.18 Consult an Engineer for any other conditions instructions 1 Tables show the °worst case° design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance °a° to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance °a" from a building corner, the opening shall be considered in an Interior Zone (4). 7 Distance °a,° as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department. Emma T. Mellinger, P.E. ElFL P.E. # 50049 v Date: March 19, 2012 Not Valid without Signature and Raised Embossed Seal Florida Building Code Online ,F1,.a!Ii EA' CVPAPt4 GN Business & ;Professional Re t, Bus' �nes Protessi Regulation — St/ Page 1 of a9PP, HD/ mr BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications FBC Staff BCIS Site Map Links Search L (�S EMERGENCY 7 'MANAGEMENT` ;'! OFFICE OF THE SECRETARY it Product Approval USER: Public User Product Aooroval Meng > Product or Aoolication Sea h > /Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) FL14604 -R1 Revision 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Eastern Architectural Systems 10030 Bavaria Road Ft. Myers, FL 33913 (800) 281-6564 fbc @bulldingdrops.com A] Giacalone fbc @buildingdrops.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard AAMA /WDMA /CSA 101 /I.S.2 /A440 ANSI /AAMA /NWWDA 101 /I.S.2 ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 11 TT 1t1•• • .'1T n T - n • f•f Year 2005 1997 2002 2002 1994 1994 1994 Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/14/2012 02/17/2012 02/22/2012 Page 2 of Summary of Products FL # Model, Number or Name Description 14604.1 Series "1000" Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/ -45 Other: Configuration: O/X Max. Frame Size: W -53" H- 77" Max. Vent Size: W -50" H -38" Glazing: Monolithic or I.G. Annealed Glass Certification Agency Certificate FL14604 Ri C CAC NI006177.01- R2.odf FL14604 Ri C CAC NI006177.02.Adf Quality Assurance Contract Expiration Date 06/30/2015 Installation Instructions FL14604 Ri II EAS009 2010 CC SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 Ri AE PER 1668 SS.odf Created by Independent Third Party: Yes 14604.2 Series "FWI 1000" Aluminum Impact Rated Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to drawing EAS010 for Window Size, Glazing, & Design Pressure Rating, Impact Interlayer Approved under NOA 09- 0127.13 Certification Agency Certificate FL14604 Ri C CAC 09- 0127.13.odf FL14604 Ri C CAC NI006148.01.ndf FL14604 Ri C CAC NI010670.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL14604 Ri II EAS010 2010 CC SS.pdf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1669 S.pdf Created by Independent Third Party: Yes 14604.3 Series "FWI 1000" Aluminum 0 Impact Rated Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Configuration: O/X Max. Frame Size: W -53" H- 96" Max. Vent Size: W -50" H -48" Glazing: Laminate -1/8" Annealed Glass /0.090" Safety-Plus II Interlayer /1/8" Annealed Glass, Impact Interlayer Approved under NOA 09- 0127.13 Certification Agency Certificate FL14604 R1 C CAC 09- 0127.13.odf FL14604 R1 C CAC NI009020.02.odf Quality Assurance Contract Expiration Date 09/30/2015 Installation Instructions FL14604 Ri II EAS008 2010 CC SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1670 SS.odf Created by Independent Third Party: Yes 14604.4 Series "FWI 1000" Aluminum Impact Rated Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL14604 Ri C CAC 09- 0127.13.odf FL14604 Ri C CAC NI009020.03- R1.PDF 1.1 e, /Y Tf fl yes - Florida Building Code Online Page 3 of Impact Resistant: Yes Design Pressure: +75/ -75 Other: Configuration: O/X Max. Frame Size: W -48" H- 72" Max. Vent Size: W -47" 11-38" Glazing: 3/4" Overall Laminated I.G.- 1/8" Heat Strengthened Glass /0.090" Saflex by Solutia /1/8" Heat Strengthened Glass /0.250" Air Space/ 1/8" Heat Strengthened Glass, Impact Interlayer Approved under NOA 09- 0127.13 Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL14604 Ri II EAS007 2010 CC SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1671 SS.Ddf Created by Independent Third Party: Yes 14604.5 Series "FWI 1000" Aluminum Impact Rated Single Hung Window Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL14604 R1 C CAC 08- 0206.01.Ddf Approved for use outside HVHZ: Yes FL14604 R1 C CAC NI009020.01- R1.PDF Impact Resistant: Yes Design Pressure: +120/ -150 Other: Configuration: O/X Max. Frame Size: W -54" H- 77" Max. Vent Size: W -51" 11-38" Glazing: Laminate- Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL14604 Ri II EAS005 2010 CC SS.odf 3/16" Heat Strengthened Glass /0.100" HP Solutia/ 3/16" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Heat Strengthened Glass, Impact Interlayer Approved Created by Independent Third Party: Yes under NOA 08- 0206.01 Evaluation Reports Ri AE PER 1672 SS.Ddf IFL14604 Created by Independent Third Party: Yes 14604.6 °Series 1431 Vinyl Single Hung Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/ -50 Other: Configuration: O/X Max. Frame Size: W -48" H- Certification Agency Certificate FL14604 R1 C CAC NI010607- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL14604 Ri II EAS036 2010 CC SS.Ddf 72" Max. Vent Size: W- 44.38" H -35" Glazing: 3/4" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Overall I.G. Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1673 SS.odf Created by Independent Third Party: Yes 14604.7 °Series 1441 Vinyl Single Hung Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 Ri C CAC NI010813- R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2015 Design Pressure: +50/ -50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W -54" H- FL14604 Ri II EAS037 2010 CC SS.Ddf 72" Max. Vent Size: W- 50.38" H- 35.13" Glazing: 3/4" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Overall I.G. Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1674 SS.odf Created by Independent Third Party: Yes 14604.8 Series 2451/1431 Vinyl Impact Single Hung Window with Nailing Fin Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 Ri C CAC NI010607- R1.PDF Approved for use outside HVHZ: Yes FL14604 Ri C CAC NI010608.PDF Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/ -50 12/31/2014 Other: Configuration: O/X Max. Frame Size: W -48" H- Installation Instructions 72" Max. Vent Size: W- 44.25" H -35" Glazing: 3/4" FL14604 Ri II EAS038 2010 CC SS.Ddf Overall Laminated I.G.- 1/8" Annealed Glass /Laminate- Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 1 /8" Annealed Glass /0.090" PVB by Solutia /1/8" Created by Independent Third Party: Yes Annealed Glass Evaluation Reports FL14604 Ri AE PER 1675 SS.odf Created by Independent Third Party: Yes 14604.9 Series 2461/1441 Vinyl Impact Single Hung Window with Flange Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 Ri C CAC NI010630.PDF Approved for use outside HVHZ: Yes FL14604 R1 C CAC NI010813- R1.PDF _ TV" ___A.T\ _ - _n7t TN Tr_ A • Florida Building Code Online Impact Resistant: Yes Design Pressure: +50/ -50 Other: Configuration: O/X Max. Frame Size: W -54" H- 72" Max. Vent Size: W- 50.5" H -35.5" Glazing: 3/4" Overall Laminated I.G.- 1/8" Annealed Glass /Laminate- 1/8" Annealed Glass /0.090" PVB by Solutia /1/8" Annealed Glass Back Page 4 of Quality Assurance Contract Expiration Date 10/31/2014 Installation Instructions FL14604 R1 II EAS039 2010 CC SS.Ddf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1676 SS.Ddf Created by Independent Third Party: Yes Next Contact Ua :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida is an ANEEO employer. Coovriaht 2007 -2010 State of Florida. :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteredbor.state.fl.us. Product Approval Accepts: 1 . . • > > •I I• MI 0 MI 1.1 fl 01T INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. EASTERN ARCHITECTURAL SYSTEMS,INC SERIES FWI 1000 SINGLE HUNG 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR FLANGE INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 6. FOR FLANGE INSTALLATION INTO WOOD FRAMING USE 814 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 7. FOR FIN INSTALLATION INTO WOOD FRAMING USE 810 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 8. FOR INSTALLATION INTO ALUMINUM STUD FRAMING OR APPROVED MULLION USE 814 SELF - TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE THREE (3) THREADS MINIMUM PENETRATION BEYOND THE METAL STRUCTURE. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 10. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 11. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 12. INSTALLATION ANCHORS SHAD. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. ALUMINUM - MIN. 0.12S' THICK, 6063 -TS (Fy•16000 PSI) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201 -94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. THIS PRODUCT IS LARGE AND SMALL MISSILE IMPACT RESISTANT APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: 6063 -TS ALUMINUM 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 -04 GLASS CHARTS. SEE SHEET 3 FOR GLAZING DETAILS. 8. DESIGNATIONS "X' AND 'V' STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 A ELEVATION & ANCHOR LAYOUTS 3 A VERTICAL& HORIZONTAL SECTIONS & GLAZING DETAILS 4 A VERTICAL & HORIZONTAL SECTIONS DESIGN PRESSURE RATING GLAZE TYPE DESIGN PRESSURE MAXIMUM SIZE MISSILE IMPACT RATING A +60/ -80 PSF 53" X 72" LARGE"NDSMA MISSILEIMPACi RESISTANT B +80/ -100 P5F 53" X 77" LARGE IMPACT RESISTANT EASTERN ARO EC VwL SYSTEMS 10090 BAVARIA ROAD FTSYERS, FL 33919 0301) 4324204 FM (239)3694412 m tow pd 1101 REVISIONS 'C a 01 .^r O a Z I BC 2010 CODE CHANGE Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2012.01.30 04:19:31 - 05'00' H DWG #1 EA5010 SHEET: 1 OF 4 • ELEVATION FLANGE 7r MAX wnmrwmTM TT IMX WINDOW HEIGHT • • • 33 3/4. MAX VENT HISIGHT • • • °X° • • • • • • • 717/.Ma r- vDarwmTM <vv ELEVATION FIN ANCHOR LAYOUT FLANGE ANCHOR LAYOUT FIN M7LdpKe.1..L mvamlu EASTERN A40d7ECTUMAL SYSTEMS 10070 MYA47A ROAD PTM E48, FL 77917 PI$ (700) 4724404 PM (479) 7894412 REVISIONS Yi7177 .•.J a.. o � •,,i�bJ . *.- . pftaa�a,, ,j � Z O G DWG# EA5010 SHEET: 2 OF 4 i g I i CA= BETWEEN WDDON FLANGE 6 WOWWR EA WOOD ROCS BY OTHERS MEND* BY OTID]DI CAULI G9Tt6EEN WOW SUCKS MINIM 09 OMR, WN WOOC6@SW MISTALLARLA4ANLND6 N4'AIN EDGE =Tan IUr MW. EMBEDMENT 114' MAIL 814. ao69 ENTERm TRITSUCIR VERTICAL SECTION °3 HEAD - 2X WOOD FRAME FLANGE INSTALLATION PIANSEPOAME SILL FRAME PERIMETER CAULK RV OTHERS 1v4'AEIL EMBEDMENT PRECAST 841 RV OTHERS CAULK BETWEEN FLANGES PRECASTS/ IL VPBMWTAFLON INSTAIATBONANg101 COONOW IIASa smote WISE 61STANCE 0 AA VERTICAL SECTION 3 SILL- CONCRETE /MASONRY FLANGE INSTALLATION 601 CMO S 3113LONBMLII BIDDING ORIZONTAL SECTION JAMB - 2X WOOD FRAME FLANGE INSTILLATION 0.460° O.A. LAMINATED GLASS CONSISTING OF: 0185° HEAT STRENGTHENED GLASS, 0.090° SAFLEX INTERLAYER BY SOLUTIA, 0185° ANNEALED GLASS in .650 GLASS BITE DOW ROME SILICONE SACRUM= 0.464° OA. LAMINATED GLASS CONSISTING OF: 01ST HEAT STRENGTHENED GLASS, 0.090° SAFLEX INTERLAYER BY SOLUTIA, OAST HEAT STRENGTHENED GLASS Min Aucion 912 AI SYSTEMS EASTERN SUNNIS 100900494604 ROAD FT AIMS. FL 33913 614 (800)432 -2204 RN (239) 369.2412 H h sWei gir a 0 REVISIONS N 0 CB 6 FBC 2010 CODE CHANGE o ° Aa "3B ( o; uo -' ' ; Si LAZING DETAIL B ..... 650 GLASS BITE GLAZING DETAIL A G DWG #: EAS010 SHEET: 3 OF 4 a a I MEATwFW SY OINERS CAULKS mm FIN 0101113TAWT/ON SOSO SCREW M. EXTERNS MIEN BY OTHERS PERIMETER EAURB IV OTHERS f NT MIN EMAEMIENT TWO BY FRAMING IV OTHERS 9M MM ESSE DISTANCE FIN PRAMS MEAD EXMOOR INTERIOR U4 OAS A WI BRACE (!)VERTICAL SECTION HEAD - 2X WOOD FRAME FIN INSTALLATION EXTERIOR FIN MANESS/ MOSSIER CASA BY OTHERS INTERIOR DETA NA INSTALLATION AMORSOE\9 TYP, I/4 MAX ,ROM SPACE EXTERIOR S BY OTHERS wDOMNI, WINDOW FIN SEASONS BY OTHERS Sr SON. ERBEWIENT 4 O VERTICAL SECTION SILL -2X WOOD FRAME FIN INSTALLATION 8/4MIN EDGE DIVANS TWOW SANDS BY OTHERS MS= (!)HORIZONTAL SECTION JAMB - 2X WOOD FRAME DECORATIVE FIN 4 VERTICAL SECTION SILL- ALUMINUM STUD DECORATIVE FIN NOTE OBmRARREPON CANNOT OE USED INNS/ MABQdWINSTARUTmN eSiern A.01411121Tsu ergrama EASTERN AAMQTECTURALSYSIEMS I00.30 BAVARIA ROAD FTWERS. FL 33913 PHd /808)432.7101 FIB (298) 389 -8118 REVISIONS O 8 uN Z o. pP .R.( q DWG# EASOIO SHEET: 4 OF 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report of Eastern Architectural Systems, Inc. Series FWI 1000 Single Hung Window (Impact) for Florida Product Approval FL# 14604 Report No. 1669 Florida Building Code 2007 & 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Windows Single Hung Series FWI 1000 Single Hung Aluminum 6063 -T5 53" x 72" 53" x 77" Prepared For: Eastern Architectural Systems 10030 Bavaria Road Ft Myers, FL 33913 Prepared by: Alexis Spyrou, P.E. Florida Professional Engineer # 68101 Date: 1/17/2012 Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2012.01.30 06:08:50 - 05'00' ♦�o`t s$ SPY 14., . No 68►I0t% -1' r � r : -4• r � TiPt 0� : I i TATE OF •• 4, BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14604 Date: 1/17/2012 Report No: 1669 Manufacturer: Eastern Architectural Systems, Inc. Product Category: Windows Product Sub - Category: Single Hung Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Series FWI 1000 Single Hung Window (Impact) Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Eastern Architectural Systems, Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 & 2010 Florida Building Code as per standards listed on page three of this document. See Installation Instructions EAS010, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 & 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 & 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing EAS010, require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions EAS010, for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: 14604 Date: 1/17/2012 Report No: 1669 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute (FBC Organization #: QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Fenestration Testing Laboratory, Inc. (FBC Organization #: TST1657) Report #: 02- 311 -24, Report Date: 10/17/2007 2. Product Testing performed by Fenestration Testing Laboratory, Inc. (FBC Organization #: TST1657) Report #:11- 749 -03, Report Date: 7/29/2008 3. Quality Assurance National Accreditation & Management Institute (FBC Organization #: QUA1789) Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14604 Date: 1/17/2012 Report No: 1669 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood frame substrate, use #14 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For aluminum substrate, use #14 self- tapping screw type aluminum frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Through Fin Installation: A. For two by (2X) wood frame substrate, use #10 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing Refer to Installation Instructions (EAS010) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Glass Type Size DP A 53" x 72" +60/ -80 PSF B 53" x 77" +80/ -100 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14604 Date: 1/17/2012 Report No: 1669 Installation Method Eastern Architectural Systems, Inc. Series FWI 1000 Single Hung Window Y FROM 10' MAX r6� PR011/ 1 COQ OC MAX TfT. � !6' MAX. 0. 5' FROM FC ALAX RNCs M IP MAX opt 1P MAX. oc. 0 • • • • • • 0 • • 0 0 INSTALLATION ANCHOR V FROM H�OIM6lS MAX TM. INSTALLATION ANCHOR Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) S1W Impact Windows LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion — L.M.L APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision B dated 09/29/10, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 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 supersedes NOA # 09- 1021.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 10-1004.01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 Page 1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M07 -04, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullions ", dated 10/01/07, with revision B dated 09/29/10, prepared by A1- 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 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 1016.06) 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 Series 100 Mulled Fixed Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 07- 4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel P E. Product Contro xam er NOA No. .01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated September 29, 2010, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 09- 1021.11, issued to SIW Impact Windows LLC for their Clipped Aluminum Tube Mullions — L.M.I., approved on 02/10 /10 and expiring on 11/21/12. Manuel Pe Product Contro m r NOA No. I 1 a 1 .01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS ELENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH MOOT( HURRICANE ZONE (HA TZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCXS 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. TILE TC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS ANAL A LOAD DURATION INCREASE IS USED IN DESIGN OF NIEIEIRS INTO WOOD ONLY. MAERIAS INCLUDING BUT NOT UNITED TO SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA OLDS. CODE SECTION 2003 -0.4. INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STEP T STEP 2 STEP 3 57 EP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD RiWLREM£NTS. USE CONNECTION TO MUJ.ION AS PER PRODUCT MULUONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING APPROVAL. USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N STEP I ABOVE. USING ANCHOR TYPES ON SHEET 9 THRU 7 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. EnNn ,IAVAS FIR. PE 1 70592 CAN. 3528 92On PLIODUCT REVD WaaepllMgW4N Os Bhil ► A smosace - BMh /:_/U/lt/ • ALIP o iL' � 4;11 N 0 W ID F 7 Z I drawing no. M07 -04 (sheet 1 of 7 ) "1 1.000 1.000 3.000 129 1 X 3 STD. MULLION 6083 -T6 4.000 T125 IP. 1 X 4 STD. MULLION 6063 -T6 l.000f- .375 1 .125 4.000 i-. .375 1 X 4 CUSTOM MULLION 6083 -76 4.500 J --.125 1 -1/4 X 4 -1/2 CUSTOM MULLION 8083 -T6 MULLION CUP (8083 -TB) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO 197 TUBE MILLIONS. 4.000 2.000 —^j .129 1W. 2 X 4 STD. MULLION 6083 -T6 4.000 2.000 .250 TYP. 2 X 4 HEAW MULLION 6083 -76 6.000 2.000 2 X 6 STD. MULLION 6083 -T6 2 6.000 2 X 6 HEAW MULLION 6063 -TB — 1.690 .125 3.750 2.500 1.030 MULLION CLIP (6063 -TB) (ALT. TO ANGLES) CUP LENGTHS MUSE BE CUT TO FIT SNUG INTO 28Y TUBE MULLIONS. 2.000 —.125 2.000 ANGLE CLIP 9083 -TB Egg: JAW° ANYAO FLA..POE%.L0592 z 1 FAa� 2 0 3 2 10 i 8 2 e_ S I B drawing no. M07 -04 sheet 2 of 7 ) DESIGN TOAD CAPACITY - PSF (TUBE MUI3.10NS) WINDOW DINS. mom (M 19 -1/8' 28 -1/2' 30' 37' 42' 48' 54' 80' 86' 72' 19 -1/6" 28 -1/2' 30' 37' 42' 48' 54" 60- 68" 72' 19 -1/8" 26 -1/2' 30" 3Y 42" 45" 54" 00' 66' 72- 19 -1/6' 28 -1/2' 30' 3r 42' 48' 04" 80' 88' 72" LOLL SPAN 1 X 3 38 -3/8• STD. 130.0 I X 4 STD. 130.0 1X4 61157011 1300 I -1/4 X 4-1/2 CUSTOM 130.0 DESIGN LOAD CAPACITY - PSF (TUBE 1110,110NS) 2 X 4 STD. 130.0 2 X 4 HEAVY 1300 2 X 6 Env. 130.0 2 X HEAVY 130.0 WINDOW DINS. SMITH (e) 15 -1 /6' 25 -1/2' 30' 37' 42' 46' 54' 60' 85' 72' LOLL SPAN 1 X 3 STD. 84.3 1 X 4 STD. 130.0 I X 4 CUSTOM 130.0 1 -I/4 X 4 -1/8 CUSTOM 1300 2 X 4 STD. 130.0 HEAVY HEAVY WINDOW 0131S. DESIGN LOAD CAPACITY - PSI1 (TUBE 3111U101945) WON 011) NUL SPAN CUSTOM 1-1/4 CUSTOM HEAVY 130.0 1300 1300 130.0 130.0 1300 1200 1300 130.0 1300 130.0 130.0 1200 1300 1300 1300 130.0 110.0 1300 1300 130.0 1300 130.0 1300 130.0 130.0 1300 1304 130.0 1300 130.0 1300 130.0 1300 130.0 130.0 130.0 130.0 1300 130.0 130.0 1300 130.0 130.0 130.0 130.0 1300 1304 123.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 112.5 1300 1300 130.0 130.0 1300 1300 1300 50 -5/8' 103.2 130.0 1300 130.0 130.0 130.0 1303 130.0 130 130.0 1300 1300 1300 1300 130.0 1304 19 -I/8' 28 -1/2' 30' 37- 42' 48' 54' eo' 66' 72' 76' '38.6 514 74.4 53.5 1083 3• 0' 72' 59.3 71.2 111.0 62.9 30.6 79.5 44.9 31.4 39.3 61.3 34.9 44.6 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 1304 1300 130.0 130.0 130.0 130.0 1300 115.3 1300 130.0 130.0 130.0 1300 130.0 130.0 101.8 1300 130.0 130.0 130.0 1300 1304 1304 88.0 130.0 1300 130.0 130.0 1300 130.0 1300 79.0 927.2 1300 1310- 1300 130.0 130.0 130.0 130.0 71.1 114.5 1300 1300 1303 130.0 130.0 64.7 104.1 1300 130.0 130.0 1300 1300 1300 83' 59.3 122.1 95.4 1304 130.0 130.0 130.0 130.0 130.0 130.0 1300 1300 1300 1300 130.0 130.0 19 -1/8' 28-1 /2. 30' 37' 42' 45' 54" 60' or 72' 84' 46.9 61.1 42.8 76.4 3• 0' 132' 44.3 41.6 74.9 40.9 32.1 42.8 53.5 83.4 47.3 52.6 48.1 40.9 38.8 33.5 88.1 130.0 130.0 130.0 1300 130.0 130.0 1304 778 130.0 9300 130.0 130.0 130.0 130.0 130.0 83.1 119.6 130.0 130.0 130.0 130.0 130.0 1300 55.8 105.6 130.0 130.0 1300 1300 130.0 130.0 46.6 92.4 1300 130.0 130.0 1300 130.0 130.0 43.2 822 128.5 130.0 120.0 130.0 130.0 130.0 38.9 731 116.7 1300 108.0 130.0 130.0 1300 35.4 67.2 105.1 124.3 98.2 1300 1300 130.0 32.4 748 618 130.0 86.4 130.0 114.0 130.0 90.0 130.0 1300 1300 130.0 130.0 130.0 130.0 19 -1/8' 28 -1/2' 30' 37' 42' b' 54' 80' or 72' 86' 46.4 09.5 1300 130.0 130.0 130.0 130.0 1300 41.0 57.0 130.0 110.0 126.4 130.0 33.2 71.3 111.6 130.0 104,1 130.0 130.0 62.6 003 127.5 91.7 130.0 1300 64.9 860 111.5 80.3 130.0 130.0 130.0 46.8 76.4 99.1 71.4 130.0 44.0 808 802 64.2 1300 40.0 623 51.1 58.4 1300 513 110.4 1300 130.0 110.0 130.0 37.2 70.7 124.7 130.0 116.4 130.0 130.0 32.8 70.4 110.2 130.0 1024 130.0 57.1 89.3 11114 83.4 1304 130.0 50.3 78.7 104.7 73.5 130.0 44.0 680 910 130.0 331 612 81.4 101.9 35.2 55.1 73.3 51.4 112.6 32.0 50.1 86.6 48.7 102.3 34.5 74.0 115.6 1300 130.0 53.4 833 111.2 130.0 47.2 733 98.2 30.2 598 794 09.6 1304 33.7 52.7 70.1 46.1 61.4 43.1 76.8 107.7 1304 41.0 548 3• 0' 54' 144' 34.3 32.0 37.1 30.7 32.8 41.2 40.5 388 49,1 34.4 61.4 334 440 31.3 78.4 30.7 401 74 -1/4' 53.8 115.4 130.0 130.0 130.0 9300 130.0 130.0 474 101.9 1300 130.0 130.0 130.0 1300 1301 38.5 838 129.3 130.0 120.7 1300 130.0 1200 33.9 724 113.9 130.0 105.4 1300 130.0 130.0 63.7 99.7 123.1 911 130.0 130.0 130.0 563 68.6 109.4 82.7 130.0 1300 130.0 51.0 79.7 95.5 74.4 130.0 930.0 1300 48.3 72.5 893 67.7 120.7 1300 130.0 42.6 068.5 82.1 82.0 110.0 120.1 130.0 31.0 81.3 106.2 1304 130.0 373 317 78.1 33.1 518 69.0 42.0 509 109.0 37.0 493 34.6 51.6 32.4 43.1 130.0 363 74.7 343 43.1 123.6 32.3 40.4 81.2 ALL LOADS ARE EXT.(+) /INT.( -). NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 103.0 ARCHES TO BE INSCRIBED 0610E RECTANGULAR SHAPE GLAZING PRODUCT SALUON PRODUCT WI 31.5 ti 1 HEAVY 130.0 1304 81.8 130.0 75.2 61.5 66.4 104.3 64.5 74.3 HORIZONTAL MULUON PRODUCT `vJ GlA2X40 PRODUCT MATING PRODUCT SCULLION SPAN JAWO NAM CNC RA PE 70592 J as sempislog 611148156110113 11411q Cade drawing no. DESIGN LOAD CAPACITY - PSE 11174008 DIMS. ' ANCHORS TYPE WIDTH (8) MULL SPAN A H C D 29 -1/8' 28 -1/2' 30' 37° 42' 48' 54' 8' 66' 72' 38 -3/8' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 230.0 130.0 130.0 1205 130.0 130.0 230.0 108.1 130.0 128.7 130.0 92.9 130.0 112.8 130.0 82.8 130.0 200.1 130.0 74.3 120.1 90.1 130.0 67.5 109.2 82.9 130.0 61.9 100.1 75.0 130.0 19 -1/8' 28-1/2' 30' 37' 42' or 54' 60' 68' 72' 50-5/8' 130.0 130.0 130.0 130.0 127.5 130.0 130.0 130.0 112.6 130.0 130,0 130.0 91.3 130.0 110.7 130.0 80.5 130.0 97.5 130.0 70.4 113.8 85.3 130.0 82.6 101.1 73.9 131.0 56.3 91.0 65.3 130.0 51.2 82.7 62.1 124.1 48.9 75.9 58.9 213.8 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 60' 66' 72' 63' 130.0 130.0 130.0 130.0 102.5 130.0 124.2 130.0 90.5 130.0 109.7 130.0 73.4 118.6 89,0 130.0 64.7 104.5 78.4 130.0 58.8 91.4 68.8 130.0 50.3 81.3 81.0 121.9 45.3 731 54.9 109.7 41.1 685 49.9 99.7 37.7 61.0 45.7 91.4 19 -1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 88' 72' 74 -1/4' 1205 130.0 130.0 130.0 88.9 230.0 105.4 130.0 78.8 124.1 93.1 230.0 82.3 100.8 755 230.0 54.9 88.7 685 130.0 48.0 77.6 58.2 116.4 42.7 69.0 51.7 103.4 38.4 62.2 485 93.1 34.9 58.4 42.3 84.6 32.0 51.7 388 77.8 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (IM) MULL SPAN A D C D 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 80' 66' 72' 78' 114,7 130.0 130.0 130.0 62.8 230.0 100.3 130.0 73.1 118.2 88.8 130.0 59.3 95.8 729 130.0 52.2 84.4 63.3 128.8 45.7 73.8 55.4 110.8 40.8 85.6 49.2 98.5 36.6 59.1 44.3 88.6 33.2 53.7 40.3 80.6 30.5 49.2 38.9 739 19 -1/8' 28 -1/2' 30' 37- 42' 48' 54' so- ur 72' 84' 108.5 130.0 129.1 130.0 76.9 1242 93.2 130.0 67.9 109.7 82.3 130.0 55.0 89.0 68.7 130.0 48.5 78.4 58.8 217.6 42.4 68,6 51.4 102.9 37.7 81.0 45.7 91.4 33.9 54.9 41.1 82.3 30.9 49.9 37.4 74.8 28.3 45.7 34.3 86.8 t8 -1/8' 28 -1/2' 30' 37' 42' 48' 54' 60' 66' 72' 96' 93.2 130.0 112.9 130.0 872 10&7 815 130.0 59.4 98.0 72.0 130.0 48.2 77.8 58,4 118.8 42.4 68.6 51.4 102.9 37.1 60.0 45.0 90.0 33.0 53.3 40.0 80.0 29.7 48.0 388 72.0 27.0 43.6 32.7 85.5 24.8 40.0 30.0 60.0 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54- 6' 66' 72' 108' 82.8 133.9 100.4 130.0 59.8 98.6 72.3 130.0 528 83.3 84.0 128.0 42.8 89.2 51.9 1038 37.7 . 61.0 45,7 91.4 33.0 53.3 40.0 80.0 29.3 47.4 35.8 71.1 28.4 42.7 32.0 84.0 24.0 38.8 29.1 58.2 22.0 35.6 26.7 53.3 ALL. LOADS ARE EM.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY - PSF WINDOA DIMS. ANCHORS TYPE MTH (W) MULL SPAN A 8 C D 18-1/8' 74.5 120.5 90.4 130.0 28 -1/2' 518 88.9 85.2 130.0 30' 47.5 78.8 57.8 1152 37' 315 62.3 46.7 93.4 42' 33.9 54.9 41.1 82.3 48' ,20• 29.7 48.0 36.0 720 54' 26.4 42.7 32.0 84.0 80' 23.8 38.4 28.8 57.6 88' 21.8 34.9 282 52.4 72' - 32.0 24.0 48.0 19 -2 /8' 878 109.5 82.1 130.0 28 -1/2' 489 79.0 59.3 118.8 30' 43.2 691 52.4 104.7 37' 35.0 98.6 42.5 84.9 42' 232' 309 49.9 37.4 74.8 48' 27.0 43.8 32.7 635 54' 24.0 388 29.1 562 80' 21.8 349 28.2 52.4 66' - 31.7 23.8 47.6 72' - 29.1 218 416 18 -1/6' 82.2 1914 752 130.0 26 -1/2' 44.8 725 543 108,7 30' 39.8 64.0 48.0 96.0 32' 144' 32.1 519 319 779 42' 292 45.7 343 68.6 or 249 410 30.0 60.0 64' 210 35.6 26.7 532 ANCHORS WPC 4.131 OR 0 GLAZING -\""' PRODUCT 81 1 VERTCAL MW.IAN 1.0210 PRODUCT 88201$ TYPE A.B.0 011 0 \_ANCHORS 0 82 HORIZONTAL MULUD1 ARCHES TO BE WAVED 9810E RECTANGULAR 9MAPE PRODUCT -. \, s t7.. PNcH PRODUCT PRODUCT ADC OR D MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) _ WI + 82 2 Eap: MAO *WAD :M BDUC1 REVISED ALL PE / 70392 WI 'De�1 ". 0/ n i I F I A drawing no. M07 -04 (511661 4 of 7 ) 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH RING) 1 PER ANGLE 1/4" DIA. UURACON5 2 PER CUP (1 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'A' ,14 SIRS 1 -3 /B' O.C. MIN. 2 PER ANGLE 2 X 2 X I/B" ALUM ANGLE 114" DA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SWmSTRATE Ed. - MIN EDGE D1ST. MIN. EMBEDMENT WOOD I" 1-3/8' BLOCK 2 -1/2 1 -1/4 CONCRETE 2 -1/2" 1 -1/2" ALL CLPS AND ADDLES TO FIT 9R1G INTO TUBE MWA.UONS. CUPS OR AtNLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 51)1 ROW-RESISTANT COATINGS, SUCH AS BRUNU40US PMNT OR WATER -WHITE METHACR1ATE LACQUER. Env: 4WD MANS PE COL RA. 3S39T�2 C244— 88 St W J • —wins Ls ) drawing no. M07 -04 (,sheet 5 of 7 ) B. • • E 1/4" DIA. ULTRACCNS 1/4' 014. ULTRACONS 4 PER CLIP (1 ON EACH WING) 2 PER ANGLE 1/4" CIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE 1/4" OUl ULTRACONS FLOATING CUP 2 X 2X,8" ALUM 18Y WOOD BUCK FUOATINC cup '14 NS 1 -s /8" O.C. MIN. 2 PER ANGLE 2 11 2 11 1/8' ALUM ANGLE /14 SYS 2" O.C. LEN. 2 PER ANGLE Ed. 1" MIN. 1/4" CIA. ULTRACONS 4 PER CUP (1 ON EACH WING) 1/4" 01A. ULTRACONS 2 PER ANGLE Z O 3 J z 28Y WOOD BUCK OR WOOD STRUCTURE FLOATING CUP /14 SAS 2" O.C. MIN. 2 PER ANGLE 2 K 2 K 1/8" ALIBI ANGLE 1/4" PA. ULTRACONS 2 PER CLIP (1 ON EACH WINO) ALTERNATE ANCHOR LOCATION 1/4 DIL ULTRACONS BY TLCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MN. EDGE DIST. MX EMBEDMENT Y4000 1' 1 -3/8" BLOC( 2 -1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' ALTERNATE ANCHOR LOCA1104 Eror AAVAD AMMO OWL �C 3538 AU. CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUUJONS. CUPS co ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. PRODUCT 6EYLBED ow4aa4kegwidimsRod& IliddineCodo Averpseco Ode O ANCHORS TYPE 'B' ANCHORS TYPE drawing no. M07 -04, (sheet 6 of 7 ) • lIL ULIRACONS Ed. 4 PER CUP (2 ON EACH WING) 1/4' DIA ULTRACWIS 2 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. /1496 1 -1/2' O.C. MIN. 3 PER ANGLE ANCHORS TYPE 'D' 2x251 sr ALUM TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY /14 FH SAS 2 PER CUP FOR CHARTS A. 13 OR C 3 PER CUP FOR CHART 0 1 -1/2' O.C. MIN. 1/4 MA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. • ION. EDGE DST. MIN. EMBEDMENT WOOD 1' 1 -3/8' BLOCK 2 -1/2 1 -1/4' CONCRETE 2-1/2" 1 -1/2' AU. CUPS AM ANGLES TO FIT SNUG INTO TUBE M ULUO NS. CUPS CR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AMU—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. 1 -3/4' x 2" X 1/8' (FOR 28Y 3/4• X 2' x 1/8" FOR (IBY AWN ANGLE CUT TO FIT SW INSIDE TUBE ANCHORS DETAIL ill METAL TO TAM CONNECTION En , VNNNAO FIA PE J 35 drawing no. M07 -04 (sheet 7 at L)