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WS-10-937WINDOW REPALCEMENT 5 NON IMPACT SHUTTER PERMIT BP2003 -439 Passed 4 / Inspector Comments /C% Failed �V Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 144346 Inspection Date: August 10, 2010 Inspector: Bruhn, Norman Owner: REICH, WILLIAM & LAURA Job Address: 138 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments August 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -5 -10 -937 Permit Type: Windows /Shutters Inspecti n Type: Final Work Classification: Window /Door Replacement Phone Number (305)216 -1942 Parcel Number 1121360090050 Phone: 954- 979 -2137 Page 1 of 1 � Arn erican 0NPJagma WINDOWS.DOORS an AndettpanCempnar /0 -977 Date: August 11, 2010 Re: Job 4990945, customer Reich, DP concerns To: Whom it may concern: I hope this clears up any confusion there may have been. Sincerely, Jason Kiefer Home Depot At Home Services Support American Craftsman Windows, an Andersen Company JASONKIEPER@SLBP.COM It is my understanding that there are concerns regarding a design pressure rating (DP rating) for an AC12 single hung, our 2710C series window, installed by At Home Service. The labeling on the window shows a DP rating of +60/ -60. The DP classifications that the window industryuses only run in increments of fives, ie. DP20, DP35, DP50, and DP60. This window does test higher as shown in the Florida documentation, FL5974.4. We cannot add to what is in the state approved paperwork, so we round down to the closed DP classification there is. Therefore, the window has been labeled in accordance to the Florida documentation. The performance of all windows /products that we manufacture adheres to the standards outlined in the Florida testing paperwork issued by the state. e mgr ter■ Mr/evaevea.e .7vaiavai‘ry 1 A RECORDED COPY MOST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 4 AXFOUONO.)d - al , - tO e i - PERMIT NO. WS - 6 -10-3 STATE OF FLORIDA COUNTY OF MIAMI'-DADE: 'HE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fol is provided in this Notice of Comrrlencernent. 3. Owner(s) name and address: Ltl ll- Llflrn Interest in property: Name and address of fee simple titleholder: 9. Expiration date of this Notice of Commencement: Signature(s)�� Print Name Title/Office STATE OF FLORIDA Z.. of Signature(s) of s) or By_�,/ 123.01.52 PAGE 3 10/09 r 1, 4► i V Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. ufr Courts ,,,RE 0013 WE fiUST uriginai WITNESS my hand a HARVEY RUVIN, By 1. Legal description of property and street/address: DUI- Malin( *, L.T 5 244c acsi 13K Joe 108-hh 6T mfAlrhi ' � "� 2. Description of improvement: (1) IU. E ttri C€11)EPT )S8 0e tors 41 is SS 4. Contractor's name, address and phone number: l brnE 45 57 5. Surety: (Payment bond requ by owner from contractor, if any) i i Name, address and phone number. Amount of bond $ B. Lender's name and address: it 7. Persons within the State of Florida desigi ed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 1 'the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNElt 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Officer /Director/Partner/Manager Prepared By a(_ -(frr Print Name )r4 k ti c (rt Vctdree55 13S NE ad -(h 5. Mural -5h4.- COUNTY OF MIAMI -DADE The foregoing instrument was acknowleited bef er s 4 By till -►`/1 ►`C. O�'�/ 0 individually, or ❑ as for (011-1(4101 AEI <-+g ❑ Personally known. or produced the following type of identification: Signature of Notary Public: day of 4 ® , NOTARY PUB -STATE OF FLORA Larry Burnett Commission #DD723963 „,,,••' Expires: NOV. 30, 2011 BONDED TORII ATLANTIC BONDING CO., INC. ed Offic er/Director/Partner/Manager who signed above: BY 1; 11111111 11111111111111111111111111111111111 CFN 201 ORO3464r 191 OR Bk.27302 Ps 4015; (1Ps) RECORDED 06/01/2010 14:57:43 HARVEY RUVIH► CLERK OF COURT 11IAMI —DARE COUNTY, FLORIDA LAST PAGE COUNTY OF DADE that this is aAr ,copy of the on day of AD20lC� Official Seal. K, of i r G ,- ORIGINAL t 1? o r office ( BUILDING PERMIT APPLICATION FBC Permit Type (circle): Owner's Name (Fee Simple Titleholder) IA) 1 -0111 F1£1 C*t Phone #305 t1F 2. Owner's Address 138 13 ST City frhl '! I .S ?E6 State F- Tenant/Lessee Name Roofmg Job Address (where the work is being done) 1 �E. IONS 5T FOLIO / PARCEL # 11- 21 36 — (?XQ —COST Architect/Engineer's Name (if applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Is Building Historically Designated YES NO Permit No. -S) 0 -- q S7 Master Permit No. Zip 33k® Phone # City Miami Shores Village County Miami -Dade Zip 33661 Contractor's Company Name 1 +b)1E FIF } & &I:O1C.E5 Phone # ga1 - 0M Contractor's Address c7(09 O c F-K -11l O 6Te City lr 1 IMF State Zip 3:11 Qualifier Name 1€ V1AMOii L Phone # X1'30 °0$g State Certificate or Registration No. Certificate of Competency No. Phone # 5- Value of Work For this Permit $Pog Square / Linear Footage Of Work: 2621113 ■ tit Type of Work: DAddition' ]Alteration ❑New D „Repair/Replace D Demolition Describe Work: 161 1 S f- lmt T S ►Te Peterrn► ,8 2De3- V 3' * *** x****** ** * *** * * **** *********** ***** E ** n �x�x****�x�x�x ****** ** *** * ** Submittal Fee $ / ' Permit Fee $ Jo CCF $ AO ��rr,,�. CO /CC Notary $ n l Training/Education Fee $ 0• a Technology Fee $ V"O� d Scanning $ la 0 0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 11X• See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI.F.CI'RICAL 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. 1 1 p Signature Owner e The foregoing instrument was acknowledged before me this . The forego" day of 'l1Flj , 20 , by t ' -��' c&l iii , day who is personally kno n to me or who has produced ft_ 0-- s identification and who did take an oath. NOTARY PUBLI M. MORALES MY COMMISSION "DD 662098 EXPIRES: April 11, 2011 Bonded Thor Budget Notary Services Sign: Print: irv? 014143-(S My Commission Expires: C 1 -Z ®1 1 APPLICATION APPROVED BY: (Revised 07/10/07) ******************************************* ***** **** * * * **** * ***** * ****** ** Contractor 1 e ment was acknowl- s,!' a before this 9 who has produced as identii and w did an oath. 4 i ooa s aoosoaoeeeaaaeaoo ; lag : " NINCY J PAGINI c�sw�arer Com m# DD087908 EXpireS , 2812013 a ° inc a4y ,.. ; , Ra IS11BDeaaaaaaeaU ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning To execute nay and all documents reasonably necessary, including without limitation any perk applications, for the so of obtaining i permit for home improvements M' a and United purpose on behalf of the homeowner(s) t2 • — — and-for-the property-toes, ted eh siring and granting said Attorney_fn Fack fill every act and thing whatsoever n Power and authority to do and perform all and Prises (set out �y to be done in and about the specific and limited personally present, tiereinabove) as !Idly, to all intents and purposes, as might or could be done if a and confirming all that said attorney Mt power of substit on and r+evocatioq, hereby ratiiYin They shall lawfWiy do or cause to be done by virtue heneoE g IN WITNESS WHEREOF, I have hereunto set my hand and seal th — �_ day of Signed, sealed and delivered In the presence of 9S IT KNOWN, that ("Principal" PaJ has made and appointed and by th es Home Servic , Inc, (Ilb! _-_ Horne Depot him/her and in hisrher name, place and stead, STATE OF ) COUNTY OF Dam certify that Mary Public in and for the State of Florida, do hereby •'.� � �/` ��. �w , provided t=' 1 who is either O personally known to me, or () who as identification, appeared before me this day in person and acicnowledged that helshe signed, sealed and delivered the said instrument . as hisiher 5 and voluntazy authorized for the uses and purposes herein set forth. ( 9:VEN under my hand and official seal this this gd day of My commission expires: P'rmit , luchntiration S• ?0 -OS • presents does make and appoint THD At At Home Services and/or its agent be and lawful Attorney- in-Fact for tr the followinmt erifle and ji m i tainams Notary Public NOTARY PUBLIC -STATE Larry Burnett Commission #DD723963 Expires: .NOV. 30, 2011 BONDED TR)tU ATLANTIC BONDING CO., INC. Opening Location No Location Comer Zone or Interior PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 36 73 (2) 1X4 FL 8478.1 YES 2 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 35 3/4 73 YES 3 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 36 73 YES 4 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 25 1/4 73 N/A YES 5 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 25 1/4 73 N/A YES Notes: Existing shutters SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN= AWNING THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4990945 ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 1 OF 1 NAME: D Reich Shores Village BY m � DATE ZONING DEPT ___ B LDG DEPT ���� 4... S UBJECT 10 CCMPLIANCE WITH ALL FEDERAL STATE AND CLIJN IY rlIJLES AND REGULATIONS . • • • • .. . • • • • • • • • • • • • • .. . • • • • • • • • • • • • • • • • • • .. .. • • • .. .. . • • • .. • • (2) 1x4 WINDOW / SHUTTER DIAGRAM SHEET Job# 4990945 Reich Florida Room I % 5 Existing Shutters .. ... • • • • • .. • • • • • • • • Mean Roof Height 10' Building Width 34' .. • ... .. • • • .. Roof Slope 3/12 Building Length 61' • ... • ... • • • • • • • • •••• • • • • • • • • • • .. • • • • .. • • • • .. • • • • • • • • ... • ... • • 1 OF 1 Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope less than 10 deg r ees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 GATDADE M ❑NR ❑E COUNTY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 42.5 46.1 56.7 46.5 0.4 6 2.2 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 GATDADE COUNTY) FLORIDA BUILDING CODE 2007 - ASCE /SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSLIREGG (Section 9 :6.8 -Opgl1 Terrain with scattered obstructions with heights less than 30') 6- BUILDING ColleID1RtD•EN )3 .D - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant cooeeing.ZSecciort 6.0.9 • - Intemalpressure GCp1 =.18 - Table 6.7) 7- BASIC W INb - V=1400 1 h, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRCTI j)J%l LITY F.ACjQQ Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TFIBttTAF=Y AREt: ?0 SQF : • 11- EDGE•STRIr (9): Tn$staller df 10 least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of e lleast horizorfteltilmdhsion oPS ft. •.. • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .• .• • • • 1 • ... • • • .• 0 Roof Slope Ch) MEAN ROOF `$\� HEIGHT � - a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be Tess than a= 3 feet or a= 0.04xBW WIND PRESSURES IN PSF 150 MPH VELOCITY ENGCO,Inc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585 -0305 E -mail: Engco@AOL.cgm MAY 1 2 2010 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/13/2010 Florida Building Code Online FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email • • • • • . • • •••• • • ••• • • • • • • • • • Authorized Signature •• • • •••• • • • • • • • • • • ••• • ••• • roduct Approval SER: Public User Technical Representative Add Ness /fhone /Email • • • • • • • • me:mcv Users /Rao$o(va unrg4sktopxtridg2 e B;ding%20code%20online.htm (1 of 5) [3/19/2009 5:42:45 PM] User Reaistratior< 1 T�cs Surcharge • Publications ' Lag' Sew' Product ADDroval Menu > product or AoDlication i > / oolication List > Application Detail Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbIdgconsultants.com Craig Calderone rickw @rwbIdgconsultants.com Florida Building Code Online • • • Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) • • • . • • • • • •• • of Product Standards .'Certified By • eci3ons:from the Code • • . . • •••• file: / / /Cl/ Users /Reat%2QRunner /De ktop7FTorida %20Building %20Code %200nline.htrn (2 of 5) [3/19/2009 5:42:45 PM] Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received FL5974 R2 COI CERT OF JNDEPENDENCE.odf 101/I.S.2 ASTM E1300 ASTM E1300 TAS 202 DAL 1997 2004 2002 1994 Florida Building Code Online • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 5974.2 .974.3. FL # Model, Number or Name Description 5974.1 I a. Series 2700 - Model 2760 Extruded Vinyl Single Hung Window - Nail Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. b. Series 2700 - Model 2760 Limits of Use Approved for use in HVHZ: Yes .A for use outside HVHZ: Yes • a gippct Resistant: No • • :Dks�Jn Pressure: N/A Other: See INST 5974.2 for Design Pressure Ratings,.any additional use limitations, installation ;nsplc and product particulars. (Note - ASTM • E131:0-t2 utilized for areas inside the HVHZ) c. Series 2700 - Model 2710 • • • • • • • • • , �_.. • .••• file: / / /Cl/ Users / Road% 20Runne; DesIdop/ M otdA/ o20Building %20Code %200nline.htrn (3 of 5) [3/19/2009 5:42:45 PM] Method 1 Option D 11/21/2008 11/25/2008 12/19/2008 02/03/2009 Installation Instructions FL5974 R2 II INST 5974.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.1.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window - Nail Fin Installation Instructions FL5974 R2 II INST 5974.2.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.2.odf, Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Florida Building Code Online • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product pJa in liar .., • . • • ••. • • .i • • • • .•• • mots of Use Approved for use in HVHZ: Ye Approved for use outside HVHZ: Yes Impact Resistant: Nob Design Pressure: N/A Other: See INST 5974.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - AST E1300 -02 utilized for areas inside the HV 5974.5 •• • 5974.6 d. Series 2700 - Model 2710 e. Series 2700 - Model 2710 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.5 for Design Pressure Ratings, any additional use limitations, installation igtnictions and product particulars. f. Series 2700 - Model 2710 r .• • • • • • • • 1. • • • • •• •• file: / / /Cl/ Users / Reed% 2BRunndt/ DeSktoprkflidt/ o20Building %20Code %200nline.htrn (4 of 5) [3/19/2009 5:42:45 PM] Installation Instructions FL5974 R2 II INST 5974.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.3.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL5974 R2 II INST 5974.4. odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.4.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Mulled Windows (Utilizing 2723 Mullions) Installation Instructions FL5974 R2 II INST 5974.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.5.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Mulled (Utilizing 2723 Mullions) Florida Building Code Online • • .. • • • • • • . . • • • . • • • • • • • • • .. • • .. .. .. • • • • .. • ... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- • • .. .. .. .. • ... • • • • • • .. • • • • • • • .... • • • • • • • • • • • • • • • ..... • • • •• •• file: / / /Cl/ Users/ Roata/ 010frunner7Desktop/ Flori da% o20Building %20Code %20online.htm (5 of 5) [3/19/2009 5:42:45 PM] 2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Product Approval Accepts: DCA Administration ilia SW Disc Installation Instructions FL5974 R2 II INST 5974.6. Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.6.Ddf Created by Independent Third Party: Yes •• ••• •• 11E & St1EEl $ 1 Typlc d elevation, design pressures 8 general notes 2 ■Hor¢•nb►8 ve ttca crosslAC4ans • • 3 • _ .... ,., .. •, , « .,r, • • • • • 4 • of material, gltrdl OM & cdtnpornis • • 5 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • GENERAL NOTES SiIver [ine WINDOWS•DOORS an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK NJ 08902 evaluated and is in compliance with the 2007 Roddy Building Code (FBC) structural requirements including the "High Velocfy Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shaft be beyond wall dressing or stucco. 3. When used in the HVHZ this product is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4. When used in areas outside of the °HVHT' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that comples with Section 1609.1.2 of the i RC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry conshuc ion. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product rr LF wriginftrotrpn AtEtrettlent fa'�iVHZ°. • SERIES 2700 - MODEL 2710 EXTRUDED VINYL SINGLE HUNG WINDOW "NON - IMPACT' • • • • • • • • • •• • • a z z 1 /12/08 srue. N.T.S. can es: AL anr. er: LFS IMMO 140.1 FL- 5974.4 war 7 ova \ / O O /// v x 8 1 k ••• • • • • • • • • • • • • • •• • • • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • •• •• • • • SEE NOTE 3 SHT. 2 EXTERIOR , • SEE NOTE 2 SHT. 2 .)NIEBLOB z� SEE NOTE 1 SHT. 2 ll • • •'•. .S • •• •.. • •• . • ••• • ••• ci): VO RTICAL• CROSS• j,TIQ� • . • • • • • • • •• • • ••• • • • • • • • • • ••• • • • • • • • • • 2 O HORIZONTAL CROSS SECTION C) 2 3 VERTICAL CROSS SECTION Shown w /1X sub —buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC (Typical @ head & Jambs) 1 NOTES: 1. LOCATE OPERATING SASH LOCKS 7.5 FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) # x 3/4 SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5 FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4 SCREWS. 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC MEMBERS WITH MITERED AND WELDED CORNERS. THE FIXED MEETING RAIL IS CONSTRUCTED FROM AN EXTRUDED ALUMINUM MEMBER WITH A PVC CAP. THE FIXED MEETING RAIL WAS BUTTED, SEALED AND FASTENED AT EACH END WITH TWO #10 x 3 SCREWS. THE FIXED MEETING RAIL ENDS UTIUZE A MOLDED PLASTIC SCREW SUPPORT. d a 0 0 wte:1 /12/08 sCAUr N.T.S. DWG. BY AL cwc Br: LFS DRAWING NO.: FL- 5974.4 sr 2 OF 4 MASONRY OPENING 2X BUCK • • • • • • • • • • • • • BUCK ANCHORINC • • • • • • TYP. SEE NOTE 1 MEETING RAIL MASONRY OPENING FRAME 2X BUCK • 1/4" • • 1 /1' • • • • • • 1-1/4" • • P • • • • 1 ° Sr 1 • • • • • • • • TO MINIMUM OLEARAN°E CLEARAN E TO AD ANCHOR b0 ow? au 2-1/2" 3 1" 4" CONCRETE ANCHOR NOTES; 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must b2 o adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be ieqokftl ti ,sir! ,the: rrfpxiipUm on center dimension is not exceeded. 3. Concrete ancZor table- • • • .• • • • • • • ANCHOR *. .•.:111CPA TYPE .• • • tIZE 6" MAX. —1 z r— • • iYP. 2X BUCK rm. 1X BUCK SASH & FRAME CUT OUT FOR CLARITY CO * co 6" MAX. 0 z z 0 cr) DAM 1 1/12/08 WALE. N.T.S. 5813. BY AL a.x. LFS DRAWING NO.: FL-5974.4 SHEET 3 OF 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Item DESCRIPTION Material 1 EXTRUDED PVC MAIN FRAME 02751 PVC 2 EXTRUDED PVC SILL #2753 PVC 3 EXTRUDED PVC MEETING RAIL CAP #2706 PVC 4 EXTRUDED ALUMINUM MEETING RAIL #2707 ALUM. 5 EXTRUDED PVC GLAZING BEAD 3517 (INTERLOCK) PVC 6 EXTRUDED PVC GLAZING BEAD 02317 PVC 7 EXTRUDED PVC TOP RAIL #2710 PVC 8 EXTRUDED PVC BOTTOM RAIL #2909 PVC 9 EXTRUDED PVC STILE #2908 PVC 10 OPERABLE SASH LOCK — 11 SASH KEEPER STEEL 17 0.820" x 0.430" LOCK RAIL RINF. (0.06" GALVANIZED SIL TUBE) STEEL 13 WINDOW SCREEN — 14 2X WOOD BUCK SG >= 0.55 WOOD 15 1/4" MAX. SHIM SPACE — 16 SASH CARRIER (CUSTOM CRAFT PLASTIC //011) PLASTIC 19 3/8" PLUG (CUSTOM CRAFT PLASTIC 326) PLASTIC 19A 1/2" PLUG (CUSTOM CRAFT PLASTIC #5518) PLASTIC 20 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 21 WEATHERSTRIP .187 x .230 ULTRAFAB #2023W) 23 GLAZING COMPOUND (DOW 1199) SILICONE 24 IX WOOD BUCK SG >= 0.55 WOOD 25 #8 x 1/2" PHIWPS PANHEAD SCREW STEEL STEEL STEEL. 26 1/4" X 2 -3/4" PFH ELCO OR ITW CONCRETE SCREW 27 1/4" X 2 -3/4 HWH ELCO OR ITW CONCRETE SCREW 28 SEALANT SILICONE 29 #10 x 1 -1/2" PPH SMS STEEL 0 ti ••• • • • • • • • • • • • • • •• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS UCENSEES IN ° AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS ° . METAL SPACER GLASS SPACER GAS ANNEALED • •0• 131 7 - •• • • • • • •• • • �1 OUIZIIIC 4EfV= • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • - • • •• • •• • 5/32" ANNEALED GLASS AIR SPACE 2.650" Lr= 1 1.113 io 1 EXTRUDED PVC MAIN FRAME .070 WALL THICKNESS • 0 0 t 1— 2.650" ----1 2 EXTRUDED PVC SILL .070 WALL THICKNESS 4 EXTRUDED ALUMINUM MEETING RAIL EXTRUDED PVC BOTTOM RAIL .075 WALL THICKNESS O .070` WALL THICKNESS 12 LOCK RAIL REINFORCEMENT .06 GALVANIZED STEEL TUBE 0 f0 0.796" --.1 h- 0 o�c 1 --I 1.348° 9 EXTRUDED PVC STILE .070 WALL THICKNESS 1.159" .905" 1 0 N n 7 EXTRUDED PVC TOP RAIL .070" WALL THICKNESS 0 0 z 0) z 0 N DATE: 1 /12/08 SCALE N.T.S. DWG. BY: AL aa. •r: LFS DRAWING NO.: FL- 5974.4 SHEET } or 4 PF873 R R W Building Consultants, Inc. B c Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 5974.4 R2 Date: November 20, 2008 Product Category: Window Product sub - category: Single Hung Product Name: Series 2700, Model 2710 Extruded Vinyl Single Hung Window "Non - Impact" Manufacturer: SilverLine Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone 732 -435 -1000 Facsimile 732 - 247 -6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products Corporation based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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 Florida Building Code (2007 Edition). • • • • • See Drawing No. FL- 5974.4 prepared by R W Building Consultants, Inc. and signetlafd Bated • • • • • by Lyndon F. Schmidt, P.E. (FL # 43409) for specific • use parameters. ' • • • • Sheet 1 of 3 • • • • • • .... • • •••• • •• Lyndon F. Schmidt'.': • • ••• • No. 43409 •' • • • • • • November 20, 2008: • • • • • • • •• • • •••• • • ••. • • • • • • • • Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 5974.4 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL- 5974.4 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 • • • • • •••• • • . • ••• • •• • • • • • •• • • •••• •• • • • • • • • •••• • •• • • •• •• PFS Sheet 2 of 3 • • • • •• • • • • • • • •• • • ••• • • • •• • • • • • •••• • • •••• • • • • • • • • • • Supporting Documents A Drawing 1. Drawing No. FL- 5974.4 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests I. Testing per TAS 202 -94 as performed by Architectural Testing, Inc. and reported in test report ATI 01- 41081.01, signed by Allen N. Reeves, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report ATI 01- 41081.01. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. PF873 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that SilverLine Building Products Corporation is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 • • • • • •• • • • • • •• • • Sheet 3 of 3 • • • • • • • • •- • •• • • • •••• • ••• • • • •• • • • •• • • • • • •• • ••• • • • •• • • • • • • • • • • Floiida wilding Code Online Ili roduct Approval SER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email • • •• • • • • • • • • • ••• • • • • • Auth • ized Signature • • •• • • • • • •• • • • Teehacat Representative Address /Phone /Email Product Approval Meni,4 > Product or Application Search > ADplication List > Application Detail 'User Registration' T cs � au a � 1 & 1 publications �j g„ ' ' ' Sal' • -• • • • • • file: / / /Cl/ Users /Road %2$Ringr/ Qestop/ Cloricl9klwilding %20Code%200nline.htm (1 of 4) [7/22/2009 8:07:25 PM] • • ••• • • FL8478 -R1 Revision 2007 Approved 0 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbIdgconsultants.com Craig Calderone rickw @rwbldgconsultants.com Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Egviaence of Product Standards CEItifigd By • SecliQns'from the Code . • • • • • • ••• ••• • ••• • • • • • file : / / /CI /Users /Ro t�pttr/ bes Wo Do•/ I�rio2eguilding %20Code %200nline.htrn (2 of 4) [7/22/2009 8:07:25 PM] • • ••• • • Windows Mullions Referenced Standard and Year (of Standard) pandar4 TAS 201, 202, 203 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -54158 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received FL8478 R1 COI CERT OF INDEPENDENCE.odf, XIAL 1994 `Florida Building Code Online 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8478.1 for Design Pressure Rating by Model and Span, any Additional Use Limitatio 1 and Installation Instructions. .. • • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved .. •• • • • • • •• • ••• • •.•• • • • • .. • •. • • ... •.• ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • file: / / /q/ Users / Road %20Ruger /Deskle ilt:Ingoio lCode%200nline.htrn (3 of 4) [7/22/2009 8:07:25 PM] Method 1 Option D 03/05/2009 03/05/2009 03/13/2009 04/07/2009 Dads biall Description Extruded Aluminum Clipped Mullion (Vertical and Horizontal Combination) Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Installation Instructions FL8478 R1 II INST 8478.1.adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8478 R1 AE EVAL 8478.1.odf Created by Independent Third Party: Yes Florida Building Code Online .• •.. • • • • • • • • 00 000 00 Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- (850) 487 -1824, Fax (850) . • • • • • • • • • • • . • • • • • • • • .•. . • • • • • • • • • •.• • • •• • ••• • •• • • • • •• • • • • • ••• • • • • • ••• • • • . • • file: / / /Cl/ Users / Road %20Rur cier/[ ieslctep' Fldrid9 %nQpillfrg°�o2�Code %200nline.htm (4 of 4) [7/22/2009 8:07:25 PM] • DCA Administration 2100 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. ,Coovriaht and Disclaimer Product Approval Accepts: Disc 0 .. • - — • • • •TAltESr <<,....;...i SHP 1 d `.DE *JPTION • • • • • • • SHEET# DESCRIPTION 1 TypBGaIelevat on &Qenert>i safes b 7 • • 4 • ° 2724 muEonbed table km' wood screw ancho 2724 molten atichordepalts & section eetais 2728 rrtu@an lead table for taPCal ► anchoring 2 I72SmudlcrrtoKl tobefC to {icon • .. ■ . 3 2723rnuaon it d tale1e wood w , .a ,,,,: s 4 7723 detalic • 9 • mullion trek* forward screw anchotfng S 2724trd&&sz ttob�ftxt pcar+l d4tn#. • '9z • B muifbn anchor detoll & section details 277.3 ••• • Silver Une WINDOWSeD00RS an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 STRUCTURAL BEAM iON 2723, 2724 " IM PAC GENERAL NOTES 1. This product has been ®wluated and bin compliance v4 the 2007 g Code structural requhemerls Indudina the Rflgh Velocity Hu n cons 1one° . 2 Wood bucks by othes. oust be ar choredp opedy to transfer loads to the structure and be reviewed by the binding (Acid 3, MuSlon anchor embedment to base material be beyond wall dosing orstucco. 4. Separate product approvals tar each Oozing product used with these =Ions nwst be submitted along van ttdsastfon productapprowot 3. Anchoring of each gtort g product to the mullion slid bens s wn ineach tndNMual glazing product approvaL 6. She conditions not coven:din ttdsevaluation are subject to further ark by a professional engineer or reg edorth1tect. 7. Approved twin wills or approved sirgies can touted to mulloncontigrzaBons. the vertical and hakastol mul len configurations con be combined to and muilptesi gle units together. 8 . Muffiar d spsesmre rating, see appropriate toad raft table sheetsas bled fn table of contents. 9. The design ptessaeaatdg Other assembly shell be the tessera Hekad capacity ot the merlon asdetemdned usirrg INhapprovalor the design pressure raingef the krelblduo1 gloinggroducts used. 10. Bounding box di nenstonsforgeometric fto swn shapes must be Mot toaten than the tectangulartransom dimensions droves herein. 11. When used tn the' hVWeenyiturrIt.mroZonsi thh produd =MAW wtth Seen= 1426ofThe Ratio Butdfng Code and doesrat requite en impactresIstant 12 When used fi mere outsfdeot the liWiTreouBYngwlnd rne d pletection this productcompileswith Sectlon 1409.I.2 oftheRedd* Code one doesnot !wire an Impact resistant a ovelmg.thbproduct meets trdodetevel3r'aml includes W one 4csitettredfn lttME1a96.• • • 13. Materials, inctudnebutnot Ib come ta•orr*ctWithtitl dissimilar materiaBdrod meettle regtdtemattt3of the Flerlde Cooke 5e onlBEX+ . • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • •• • • • • • • • • • z 1 L �+— MUWON SPAN MAX. =74- GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION MAX. COMBINED DIMENSION E IO4" W1 W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION CONFIGURATION A I 1 MUWON SPAN MAX. =74— 1 GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION TYPICAL MULLION CONFIGURATIO ro S el a • q 0 zz COD 2/ 0/09 sere N.T.S trw en OWS oaiameo no r FL- 8478.1 CONCRETE SCREW ANCHORS SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) W TRIBUTARY W6)771 28" 30" 32" 34" 38" 38" 40" 42° 44" 46" 48" 60° 62" 1 64.7 60.4 56.8 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 99.9 93.2 87.4 82.3 77.7 73.6 69.9 86.6 63.6 60.8 58.3 55.9 53.8 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 k or 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 T z 3 L MUWON SPAN MAX = 74° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74 GLAZING PRODUCT GLAZING PRODUCT •• ••• • • • • • • • • • • •• • • •• • • • • • • • • �. ..• •• • TRIBUTARY WIDTH WI + W2 • • • • • • • • 2 • ••• • • • • • • • • •• •• • W1 -11-•-- W2 • • • • • • • •• • • • • • • • • ... • INSTRUCTIONS FOR USE OF THE MU; I ION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. IV IV a z 6 0 z DATE: 2/ 0/09 SCALE N.T.S. owo. e: DWS cwc BY LFS DRAWING NO.: FL- 8478.1 SHEET 2 of 10 • • • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • •• • •• • •• • • ••• • • • 1 f i 9 0 D2 0 0 w 1 GLAZING PRODUCT MULLION SPAN MAY • • • GLAZING • PRODUCT • T z 3 L MUWON SPAN MAX = 74° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74 GLAZING PRODUCT GLAZING PRODUCT •• ••• • • • • • • • • • • •• • • •• • • • • • • • • �. ..• •• • TRIBUTARY WIDTH WI + W2 • • • • • • • • 2 • ••• • • • • • • • • •• •• • W1 -11-•-- W2 • • • • • • • •• • • • • • • • • ... • INSTRUCTIONS FOR USE OF THE MU; I ION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. IV IV a z 6 0 z DATE: 2/ 0/09 SCALE N.T.S. owo. e: DWS cwc BY LFS DRAWING NO.: FL- 8478.1 SHEET 2 of 10 • • • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • •• • •• • •• • • ••• • • • 1 f i 9 0 D2 0 0 w rn • ••• • • • • • • • • • • • • ••• • • • • • • • •• • • •• ••• • • • 11 MULLION SPAN MAX. =74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT •• ••• • • • • • • • • •• • •• • • • • • • •• ••• •• TRIBUTARY WIDTH - WI + W2 • ••• 2 • • • • • • • • • • • • • • • • • •• • • • • � • •• • • • •• • • • • . ,.•• • •• • WOOD SCREW ANCHORS 74" 72" 70" 68" 66" 64" 62" 60" 58" 58" 54" 52" 50" 48" 46" 44" 42" 40" 38" 36" 34" 32" 30" 28" 26" 24" 28" 64.7 69.4 73.4 77.8 82.6 87.8 93.6 99.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) 30" 60.4 64.7 68.5 72.6 77.1 81.9 87.3 93.2 99.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 56.6 60.7 64.2 68.0 72.2 76.8 81.9 87.4 93.6 1 00.0 100.0 1 00.0 1 00.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 34" 53.3 57.1 60.4 64.0 68.0 72.3 77.0 82.3 88.0 94.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38" 50.3 53.9 57.1 60.5 64.2 68.3 72.8 77.7 83.2 89.2 95.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38" 47.7 51.1 54.1 57.3 60.8 64.7 68.9 73.6 78.8 84.5 90.9 98.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 TRIBUTARY WIDTH 40" 45.3 48.5 51.4 54.4 57.8 61.4 65.5 69.9 74.8 80.3 86.3 93.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42" 43.1 46.2 48.9 51.8 55.0 58.5 62.4 66.6 71.3 76.4 82.2 88.7 95.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44" 41.1 44.1 46.7 49.5 52.5 55.9 59.5 63.6 68.0 73.0 78.5 84.6 91.5 99.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 46" 39.4 42.2 44.7 47.3 50.2 53.4 56.9 60.8 65.1 69.8 75.1 81.0 87.6 95.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48" 37.7 40.4 42.8 45.3 48.1 51.2 54.6 58.3 62.4 66.9 71.9 77.6 83.9 91.1 97.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 50" 36.2 38.8 41.1 43.5 46.2 49.1 52.4 55.9 59.9 64.2 69.1 74.5 80.6 87.4 93.1 97.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 52" 34.8 37.3 39.5 41.9 44.4 47.3 50.4 53.8 57.6 61.7 66.4 71.6 77.5 84.1 89.5 93.6 98.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 •• • • h- WI W2 OWING ••• • • • • • • • GLAZING PRODUCT GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 T 2. 1 FOR THE PARTICULAR OPENING. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY g.%* WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. Zo II 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON 1g SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0. zz DATE: 2/ 0/09 SCAM N.T.S. DWG. BY: DWS cwc Br: LFS DIMM O NO.: FL- 8478.1 sarr 3 of 10 z 0 ••• • • • • • • • • • • • • • •• •• ••• • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• ••• • •• • • • • • • • • • •• •• • • .376 N N _ 0 • 5.5 1.139 MUWON ANCHOR BRACKET 2722 MAT'S: 6063 -T6 FOR WOOD SCREW ANCHORING AND MUWON TO MUWON ANCHORING • • • • • • • • �: • . . . ••• • • •• ••• •• • •� c .0 .a _ MAT'S: 6063 -T6 FOR CONCRETE SCREW AINCHp$IWG • • • • • • • • • • • •• • • • • • • • • • • • • .156" • • • • • • • ,• U 1 .550 .800" in 2723 MULLION MAT'S: 6063 -T6 } .125 f .100" 1) M (6) #10 x 1 -1/2 WOOD SCREWS ANCHOR TO 2X STUT1 OR TO 2X BUCK USING #10 X 1 -1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ( 1 x 2-1 CONCRETE SCREWS. SEE NOTE 1 ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 #8 X 3/4 SMS •• „ �A�� (6) #10 X 3/4 NOTES SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" ITW BUILDEX • • • CONCRETE SCREWS REQUIRING A MINIMUM • • • SIC:MUWON BRACKET ANCHORING EMBEDMENT OF 1-1/4 A MINIMUM EDGE DISTANCE • • • 2722 BRACKET SHOWN OF 2 -1/2 AND A MINIMUM CENTERLIINE DISTANCE • • • • OF 2 -1/4 ° . 2X MATERIAL SPRUCE - PINE -FIR SG =0.42 OR BETTER ( 1 X 1 -3 / 4 " CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4 X 1 -3/4 CONCRETE SCREWS. SEE NOTE 1 MUWON #8 X 3/4" SELF TAPPING SCREW MUWON ANCHOR MULLION TO MUWON z - 40 1 1'7 a a m 5 E ce O z N 0 rii DATE: 2/ 0/09 swat N.T.S. MO. BY: DWS CHIC BY: LFS Tx+tiww6 PWa FL 8478.1 SHEET 4 OF 10 7.675 2.25° - F — 2.25 --H-- 2.25 --1 0 0 0 —0 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• ••• • •• • • • • • • • • • •• •• • • .376 N N _ 0 • 5.5 1.139 MUWON ANCHOR BRACKET 2722 MAT'S: 6063 -T6 FOR WOOD SCREW ANCHORING AND MUWON TO MUWON ANCHORING • • • • • • • • �: • . . . ••• • • •• ••• •• • •� c .0 .a _ MAT'S: 6063 -T6 FOR CONCRETE SCREW AINCHp$IWG • • • • • • • • • • • •• • • • • • • • • • • • • .156" • • • • • • • ,• U 1 .550 .800" in 2723 MULLION MAT'S: 6063 -T6 } .125 f .100" 1) M (6) #10 x 1 -1/2 WOOD SCREWS ANCHOR TO 2X STUT1 OR TO 2X BUCK USING #10 X 1 -1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ( 1 x 2-1 CONCRETE SCREWS. SEE NOTE 1 ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 #8 X 3/4 SMS •• „ �A�� (6) #10 X 3/4 NOTES SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" ITW BUILDEX • • • CONCRETE SCREWS REQUIRING A MINIMUM • • • SIC:MUWON BRACKET ANCHORING EMBEDMENT OF 1-1/4 A MINIMUM EDGE DISTANCE • • • 2722 BRACKET SHOWN OF 2 -1/2 AND A MINIMUM CENTERLIINE DISTANCE • • • • OF 2 -1/4 ° . 2X MATERIAL SPRUCE - PINE -FIR SG =0.42 OR BETTER ( 1 X 1 -3 / 4 " CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4 X 1 -3/4 CONCRETE SCREWS. SEE NOTE 1 MUWON #8 X 3/4" SELF TAPPING SCREW MUWON ANCHOR MULLION TO MUWON z - 40 1 1'7 a a m 5 E ce O z N 0 rii DATE: 2/ 0/09 swat N.T.S. MO. BY: DWS CHIC BY: LFS Tx+tiww6 PWa FL 8478.1 SHEET 4 OF 10 CONCRETE SCREW ANCHORS SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 2g" 30" 32" 34" 36" 38" 40" 42" 44° 48" 48° 50" 52" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48.2 46.3 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 JO i 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 100.0 100.0 1 00.0 100.0 1 00.0 100.0 100.0 1 00.0 100.0 1 00.0 1 00.0 99.5 95.6 1 00.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 1 00.0 1 00.0 1 00.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 1 00.0 100.0 1 00.0 1 00.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 1 00.0 1 00.0 100.0 100.0 100.0 100.0 1 00.0 1 00.0 1 00.0 100.0 100.0 1 00.0 100.0 1 00.0 1 00.0 1 00.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 11 11 3 L MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT bW11 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT •• ••• • • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • TRIBUTARY WIDTH - WI + W2 • ••• 2 • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • •• • • • h W1 t W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 z N z 0 MEI 2/ 0/09 GOAL N.T.S. DWG. m DWS aoc sr: LFS DRAWING NO.: FL- 8478.1 slim' 5 or 10 • GLAZING PRODUCT I__ MULLION SPAN - MAY a 7d • II • •a • GLAZING PRODUCT ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 11 11 3 L MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT bW11 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT •• ••• • • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • TRIBUTARY WIDTH - WI + W2 • ••• 2 • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • •• • • • h W1 t W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 z N z 0 MEI 2/ 0/09 GOAL N.T.S. DWG. m DWS aoc sr: LFS DRAWING NO.: FL- 8478.1 slim' 5 or 10 WOOD SCREW ANCHORS SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 38" 38" 40" 42" 44" 48" 48" 50" 52" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48.2 46.3 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 Ja 7 100.0 100.0 100.0 100.0 100.0 99.1 94.2 89.7 85.6 81.9 78.5 75.3 72.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 93.2 89.2 85.4 82.0 78.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 93.4 89.6 86.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 94.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 G=AZQJ P DWCT• • • • • • • GLAZING GLAZING PRODUCT MULLION SPAN I ueY = 7 a° • • • PRODUCT • • • • • • • P • 6 0 • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • •• b Wt -t W2 -- I I 11 MULLION SPAN 74 T � I 11 MUWON SPAN MAX. = 74 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT •• ••• • • • • • • • • •• • • • • •• ••• • TRIBUTARY WIDTH = WI + W2 • ••• 2 • • • • • • • • f 001 - 11 • • • • • • • •• • • • • • • •• • • • • • • • • •• ••• • • ••• • W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE WE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. a F. zz z 0 0) DAM 2/ 0/09 =E: N.T.S. mwo. Gr: DWS 0 w< B* LFS DRAWING Noe FL- 8478.1 sNOt 6 of 10 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • •• •• • • • .376 I%) M n -0 0 0 0 tO CN tV 0 0 5.5" 1.139 MULLION ANCHOR BRACKET 2724 MAT'S: 6063 —T6 FOR #10 WOOD SCREW ANCHORING AND MUWON TO MUWON ANCHORING 7.675 2.25 2.25 - 2.25" —+I • • • • • • • • • • • • ° 0 0 2 rf 1I 7724 MUWON MATL• 6063 — T6 •• ••• •• • • MULLION ANCHOR BRACKET 50 -2722 MATS: 6063 -76 FOR CONCITE SriR4W ANCHORING• • • • • • • • • • • • • • • • • • • • • • • • • • • • • BASIL• 1UL41014 BRACKET ANCHORING • • •• • • • Gi34 BRACKET SHOWN .156" f R.062 ° (2) ---.. N-R.015 ° (2) (4) 1/4" x 2 -1/4 CONCRETE SCREWS. SEE NOTE 1 #8 X 3/4" SMS ANCHOR THROUGH 1X BUCK USING 1/4 X 2 -1/4 CONCRETE SCREWS SEE NOTE 1 (6) #10 x 1 - 1/2" W00D SCREWS ANCHOR TO 2X STUD OR TO 2X BUCK USING #10 X 1 -1/2 WOOD SCREWS MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (6) #10 X 3/4 SHEET METAL SCREWS — NOTES TYPICAL 1. CONCRETE SCREWS ARE 1/4 17W BUILDER CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4 A MINIMUM EDGE DISTANCE OF 2-1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2-1/4". 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BETTER (4) 1/4" X 1-3/4 CONCRETE SCREWS SEE NOTE 1 ANCHOR 70 MASONRY USING 1/4 X 1-3/4 CONCRETE SCREWS. SEE NOTE 4-4 = , ^r= m #8 X 3/4" SELF TAPPING SCREW MUWON 1HH HI U ^ U I 1 / 1 MUWON ANCHOR MUWON TO MUWON t4== d • �8 m •: frj z 0 m DicIE 2/ 0/09 SCALE N.T.S. D0. B+: DWS aat. Br. LFS DIMI O No.: FL- 8478.1 snEr 7 of 10 N C R E T E CREW C H O R S 74" SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" 86.4 80.6 75.6 71.1 67.2 63.7 60.5 57.6 55.0 52.6 50.4 48.4 46.5 72" 88.8 82.9 77.7 73.1 69.1 65.4 62.2 59.2 56.5 54.0 51.8 49.7 47.8 70" 91.3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 68" 94.0 87.8 82.3 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50.6 66" 96.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 56.5 54.2 52.1 64" 99.9 93.3 87.4 82.3 77.7 73.8 69.9 66.6 63.6 60.8 58.3 55.9 53.8 62" 100.0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.6 62.8 60.1 57.7 55.5 60" 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 67.8 64.9 62.2 59.7 57.4 58" 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 58" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 54" 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 52" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 50" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• • • ••• • • 0 11 r _ MUWON SPAN MAX. 74 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT b Wl t W2 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. 74 GLAZING PRODUCT GLAZING PRODUCT •• • •• • • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • hwi TRIBUTARY WIDTH - 001 + W2 • ••• 2 • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• ••• • ••• • • • • • W2 -I INSTRUCTIONS FOR USE OF THE MUWON LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PAR11CULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. .3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. rthl ZZ O: N6 z 0 to Dm: 2/ 0/09 .*LE N.T.S. Owa BY: DWS cl*c ar LFS uRM NO Na: FL- 8478.1 sxr 8 OF 10 • GLAZING PRODUCT t.. .___ MUWON SPAN MAY - 74" • 1• • GLAZING PRODUCT • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• • • ••• • • 0 11 r _ MUWON SPAN MAX. 74 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT b Wl t W2 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. 74 GLAZING PRODUCT GLAZING PRODUCT •• • •• • • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • hwi TRIBUTARY WIDTH - 001 + W2 • ••• 2 • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• ••• • ••• • • • • • W2 -I INSTRUCTIONS FOR USE OF THE MUWON LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PAR11CULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. .3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. rthl ZZ O: N6 z 0 to Dm: 2/ 0/09 .*LE N.T.S. Owa BY: DWS cl*c ar LFS uRM NO Na: FL- 8478.1 sxr 8 OF 10 WOOD SCREW N C H O RS ' 74 SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY 38" 65.4 WIDTH 40" 62.1 42" 59.2 44" 58.5 48" 54.0 48" 51.8 80" 49.7 5? 47.8 28" 30" 32" 34" 36" 1 88.8 82.8 77.7 73.1 69.0 ' 93.8 87.5 82.0 77.2 i6a 69.1 65.6 625 59.7 57.1 54.7 525 50.5 70" 99.2 92.6 88.8 81.7 77.1 73.1 69.4 66.1 63.1 60.4 57.8 55.5 53.4 68" 100.0 98.1 92.0 88.6 81.8 77.5 73.6 70.1 66.9 64.0 61.3 58.9 56.8 68" 100.0 100.0 97.6 91.9 86.8 82.2 78.1 74.4 71.0 67.9 65.1 62.5 60.1 64" 100.0 100.0 100.0 97.7 92.3 87.4 83.1 79.1 75.5 72.2 69.2 66.4 63.9 62" 100.0 100.0 100.0 100.0 98.4 93.2 88.5 84.3 80.5 77.0 73.8 70.8 68.1 60" 100.0 100.0 100.0 100.0 100.0 99.5 94.5 90.0 85.9 82.2 78.8 75.6 72.7 68" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 92.0 88.0 84.3 80.9 77.8 56 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 94.4 90.4 86.8 83.5 64" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.4 89.8 62" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34° 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30° 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ac ••• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • • • P' 2 8 h WIIhW2I GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPIT MAX. 74 •• • • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • TRIBUTARY WIDTH = WI + W2 • ••• 2 • • . • • • • • • • • • •• • • • • •• • • • • •• • • • ••• • • ••• • • • b 001 1I W2 • • • • • INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. o z z z en 0 DATE: 2/ 0/09 • N.T.S. O 11/0. ar DWS CHIC. sr: LFS OR O= N04 FL- 8478.1 SHEET 9 of 10 GLAZING PRODUCT I 4L = xvry NYdS Nornnw • 1• GLAZING PRODUCT • ac ••• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • • • P' 2 8 h WIIhW2I GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPIT MAX. 74 •• • • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • TRIBUTARY WIDTH = WI + W2 • ••• 2 • • . • • • • • • • • • •• • • • • •• • • • • •• • • • ••• • • ••• • • • b 001 1I W2 • • • • • INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. o z z z en 0 DATE: 2/ 0/09 • N.T.S. O 11/0. ar DWS CHIC. sr: LFS OR O= N04 FL- 8478.1 SHEET 9 of 10 ••• • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • •• • • • 0 9 t (NI 0 N 11 • 0 0 0 2.25 ° - -.T. -- 2.25 2.25 —.1 MUWON ANCHOR BRACKET 2728 MAT'S: 606.3—T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MUWON ANCHORING 7.675 •• •4 • • • • • • • • • • • .. -•4 •• • MUWON ANCHOR BRACKET 50 -2724 MAT'S: 6063 —T6 FOR CONGRETE• SCREW ANNHORS• • • • • • • • • • • • • • • • •• • • • • •• ••• • • • • • • •• • • • •• 0 O N • .37 5 • • kIE MULLION BRACKET ANCHORING • • o 1748 BRACKET SHOWN ••• • .965" F— 1.5615 --y 2.070 3.250 4" 2728 MUWON MAT'S: 6063 —T6 .093 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (10) 112 x 1 -1/2° WOOD SCREWS 2X MATERIAL SPRUCE —PINE —FIR SG =0.42 OR Bk. IItR ANCHOR TO 2X STUD PR TO 2X BUCK USING #12 X 1 -1/2 WOOD SCREWS C ONCRETE SCRE ° SEE NOTE 1 z • 7i a (4) 1/4 x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 8 X 3/4" SMS ANCHOR TF{ROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 NOTES MUWON (10) #10 X 3/4 SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4 IIW BUILDEX CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4 A MINIMUM EDGE DISTANCE OF 2 -1/2° AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". ANCHOR TO MASONRY USING 1/4"X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 ANCHOR MULLION TO MULLION MUWON \g 18 X 3/4" SELF TAPPING SCREW O 0 z cow, 2/ 0/09 scam N. T.S. D•0. er: DWS co-oc ay: LFS DR0110 N0., FL- 8478.1 SHED' 10 Or 10 7.675 - Imo 2.25" «2.25 "2.25 ° --►I 0 0 0 0 O --0 0 0 0 0 ••• • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • •• • • • 0 9 t (NI 0 N 11 • 0 0 0 2.25 ° - -.T. -- 2.25 2.25 —.1 MUWON ANCHOR BRACKET 2728 MAT'S: 606.3—T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MUWON ANCHORING 7.675 •• •4 • • • • • • • • • • • .. -•4 •• • MUWON ANCHOR BRACKET 50 -2724 MAT'S: 6063 —T6 FOR CONGRETE• SCREW ANNHORS• • • • • • • • • • • • • • • • •• • • • • •• ••• • • • • • • •• • • • •• 0 O N • .37 5 • • kIE MULLION BRACKET ANCHORING • • o 1748 BRACKET SHOWN ••• • .965" F— 1.5615 --y 2.070 3.250 4" 2728 MUWON MAT'S: 6063 —T6 .093 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (10) 112 x 1 -1/2° WOOD SCREWS 2X MATERIAL SPRUCE —PINE —FIR SG =0.42 OR Bk. IItR ANCHOR TO 2X STUD PR TO 2X BUCK USING #12 X 1 -1/2 WOOD SCREWS C ONCRETE SCRE ° SEE NOTE 1 z • 7i a (4) 1/4 x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 8 X 3/4" SMS ANCHOR TF{ROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 NOTES MUWON (10) #10 X 3/4 SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4 IIW BUILDEX CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4 A MINIMUM EDGE DISTANCE OF 2 -1/2° AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". ANCHOR TO MASONRY USING 1/4"X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 ANCHOR MULLION TO MULLION MUWON \g 18 X 3/4" SELF TAPPING SCREW O 0 z cow, 2/ 0/09 scam N. T.S. D•0. er: DWS co-oc ay: LFS DR0110 N0., FL- 8478.1 SHED' 10 Or 10 R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No.: FL 8478.1 R1 Date: March 3, 2009 Product Category: Windows Product sub - category: Mullions Product Evaluation Report Product Name: Structural Beam Mullion Series 2723, 2724 and 2728 "Impact" Manufacturer: SilverLine Building Products, Corp. 1 Silverline Dr. North Brunswick, NJ 08902 Phone: 732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products, Corp. based on Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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 Florida Building Code (2007 Edition). • • See Drawing No.: FL- 8478.1 prepared by R W Building Consultants, Inc. and si;gne a: d scale/ by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. • • • •• • PF 1155 Sheet 1 of 3 • • • • .• • • • • Lyndon F. Scttrtidi, P.E. • • • • FL No. 43409 . • •' :': March 3, 2009' • • • • • • • • • • • • .....• • • • • • .....: • Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". 2. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the building official. 3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 5. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 6. Site conditions not covered in this evaluation are subject to further engineering analysis by a professional engineer or registered architect. 7. Approved twin units or approved singles can be used in mullion configurations. The vertical and horizontal mullion configurations can be combined to mull multiple single units together. 8. Mullion design pressure rating, see appropriate load rating table sheets as listed in table of contents of drawing FL 8478.1. 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown in drawing FL 8478.1. 11. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 12. When used in areas outside of the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of The Florida Building Code and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as Defined in ASTM E1996. •••• • • 13. Materials, including but not limited to steel screws that come into coDtact• with on dissimilar materials shall meet the requirements of the 2007 Florida Building Locie, Seet�,a 2003.8. • • • • • • • • 14. See drawing FL 8478.1 for size limitations and design pressure ratings. • • • • • • • • • • • • • • • • • • • • • • teirivc.,. • • • • PF 1 155 Sheet 2 of 3 • Lyndon F. Schmidt, P.E. • • FL No. 43409 • • • • 1 • • • March 3, 2009 •••• Supporting Documents A. Drawing 1. Drawing No. FL- 8478.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B. Test Report 1. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report number TEL 05- 1014 -1. signed by Wendell W. Haney, P.E. C. Calculations 1. Anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Mullion calculations following accepted engineering practice in accordance with Section 1714.5.5 of the Florida Building Code. D. Other. 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that SilverLine Building Products, Corp. is manufacturing products within a quality assurance program. PF 1155 Sheet 3 of 3 Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 • • • • •••• • • • • ..•. • • •• • • • • •• • • • • • •••• • • •••• • • •• •• •• • • • • • •• • ••• • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •