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WS-09-1627
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 127958 Permit Number: WS -10 -09 -1627 Scheduled Inspection Date: November 16, 2009 Inspector: Bruhn, Norman Owner: SCHAFER, MARCENE Job Address: 381 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -2837 Parcel Number 1132060135650 Phone: 954- 979 -2137 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 126218. PLans do not match work/Revise plans NB November 13, 2009 For Inspections please call: (305)762 -4949 Page 12 of 36 Miami Shores Village 'lding Department .2nd Avenue, Miami Shores, Florida 33138 : (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC MID Permit Type (circle): ermit No. WS r ° °C .. RtoD. -1' ermit No. Roofing Owner's Name (Fee Simple Titleholder) !'fin RCEI 641141E9, Phone #%305 14.1k, Owner's Address Nit t 11..) E. cteth sr. City MOM( stttes5 State rtoei044 Job Address (where the work is being done)38 I ME grill Sr Tenant/Lessee Name zip 313' Phone #r City Miami Shores Village County Miami -Dade Zip 3 313 FOLIO / PARCEL # 11 ®‘ 013°° 51"5"0 Is Building Historically Designated YES NO Contractor's Company Name lticitme. D&1t RV- titte. SeRt3i tJ Phone # 604 -3Z, 6 "blI T 1 Contractor's Address42010 Cu missautivo PIcA3n afto City ATLA Tai State Gligi Zip $ 6.3.39 Qualifier Name Bay S lE ggym 0 qt.. State Certificate or Registration No. CR CEY-14,1158 Certificate of Competency No. Architect/Engineer's Name (if applicable) +1 Phone # Value of Work For this Permit $ of Work: ['Addition 'Alteration Describe Work: E V 1 4th Phone # Square /Linear Footage Of Work: Ze- ['New ❑ Repair/Replace Demolition ********** ****: ** * ****** ******* Fees*** *********** ***** **** *** * ** *** * *********** CCF $ °rCFI Submittal Fee $ Notary $ Traini cation Fee $ Technology Fee $ Scanning $ t..Qj O Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 41 • DC See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip £9 g °3-17 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 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 Owne �r Agent The foregoing instrument was acknowledged before me this itth day of tCT , 20Q4, by tek4 who is personally nown to me or who has produced 0 L. NOTARY PUBL�C: As identification and who did take an oath. otPRY PCB M. MORALES MY COMMISSION f DD 662098 EXPIRES: April 11, 2011 Bonded Thru Budget Notary Services Sign: Print: My Commission Expires: CL4 -31.. t Signature Contractor tt The foregoing instrument was acknowledged before me this 16" day of , 20Q, by .� , who is rsonally lcno n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: rratn -N',) celgasi My Commission Expires: + o S? Ob ****************************************************** ** * **** ****** *** **** *** ** **** ** * * * ** *** * *: APPLICATION APPROVED BY: Plans Examinee Engineer Zoning (Revised 07 /10/07) LIMITED POWER OF ATTORNEY BE IT KNOWN, . that . a►i'''fi r" ( "Principal") has made and appointed, and by these presents does make and appoint THD At- Home Services, Inc d/b/a, The Home Depot At Home Services and/or its agent (,Q, c., ;X-Ti. true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes. only: To execute any and all documents reasonably necessary, including without • limitation any permit applications, for the sole, specific and limited purpose of of aining a permit fq home in3provements on behalf of the homeowner(s) A tC-e- . - and for the prope 1, tad at: and granting said Attorney -in Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and . confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 3)1'4' day of _,20cq • Signed, sealed and delivered in the presence of: S ATE OF COUNTY OF c- o I, L 4 0. 0A- 4 , a Notary Public in and for the State of Florida, do hereby certify that MC tzsg, 3 i4-1.# , who is either () personally known to me, or () who provided f Q - as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument , as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN tinder my hand and official seal this /it, c D , 200 ". NOTARY PUBLIC -STATE OF FLORI) "' Larry Burnett •..,,,,,,..' Expires: NOV. 30, +° My commission expires: BONDED MU ATLANTIC BONDING CO„ INC. ' day of Permit Authorization 5 -20 -08 Public ORIGINAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): ®p, 4- 38s4 J1 Permit No. ,� ' D 0 q_ (09.1 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (n 1 CEN) E 6 G 144A F EP. Phone # 3D5 15 . as-31 Owner's Address .3g 1 VE 4106 5 City All An'11 S 11.7R 65 Statt rice 10A Tenant/Lessee Name Zip 3 3 1 3 8' Phone # Job Address (where the work is being done) 31i i 6 4tofii, ST City Miami Shores Village County Miami -Dade Zip 3313 FOLIO / PARCEL # 1(— 3 — d13 — 5651) Is Building Historically Designated YES NO Contractor's Company Name( Hans 0607 i ' 9• £ SEgogE6 Phone # 494 -sae --088 1 Contractor's Address .)..610 (Jrn QF-j (f4)D kit 3 STE. 300 City 411. 7jTh State Qr) Zip .30,331 Qualifier Name Butis le, G. Oi Phone # ! qS14 ' a " 0Q'9 State Certificate or Registration No. CR C•O sBSt Certificate of Competency No. . Architect/Engineer's Name (if applicable)} Phone # Value of Work For this Permit $ 3-1 Square / Linear Footage Of Work: Type of Work: ❑Addition Describe Work: Alteration ❑New ❑ Repair/Replace ❑ Demolition ******* * * * * * * * * ** * *** * * * * * * * * * * * * * * * ** Fees **** ****** * ** * * * * * * * * * * * * * * * * * * *** * * * * *** Submittal Fee Permit Fee $ /0 CCF $ '5"0 CO /CC Notary $ ' Training/Education Fee $ L Technology Fee $ 3 ( Scanning $ 400 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ KYQ • (Q? 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 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 dpne 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 cAgent The foregoing instrument was acknowledged before me this O day ofAXajige, 20 , by VrTil1 91,Tekrn who is personally known to me or who has produced 6, OL, As identification and who did take an oath. PUBLIC: NOTAR Sign: ',OFF. �tPR� PuB<, M. MORALES MY COMMISSION # DD 66209', EXPIRES: April 1 2011 x\04 Regderl Thru Budget Notary Sen ic6 Print: (11 • ni My Commission Expires: ay _ If The foregoing instrument was acknowledged before me this day of 1 , 2, by +A,, who is rsonally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ARIA Li IS' 41° '5'rHA r Ceram# DDG ^_'22 :i My Commission Expires: * * * *** ** * * * *** ** * * * *** **x ** Ott******************* ********* * * * * * * *,r * *,r *** * * ***** *** * * *,r APPLICATION APPROVED BY: %:®, zO'J 7 (Revised 02/08/06) Expires 10/251234, 7, Notary t r7„ ` Plans Examiner Engineer Zoning This instrument Pr Name Address • Permit No. STATE OF COUNTY OF NOTICE OF COMMENCEMENT 111111 111111111111111111111111111111111111111 C FH 2009R07' .97 OR Bk 271037 P9 2574; (lpg ) RECORDED 10/06/2009 09 :54.59 HARVEY RUVIH? CLERK OF COURT NIAIII —DARE COUNTY? FLORIDA LAST PAGE Tax Folio No. 11- S2O6- O(3- -365b THE UNDERSIGNED hereby gives notice that improvement will be mace to certain real property, and in acordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of properly, and street address J available) +'41 1 i motto Sr.0 l es ID -'10 L? aa 44 2.3 8.1. i+l / ne ! 1z sr Pubn 2. General-description of improvement (.0`uK �, 4(JI�'' g" 3. a. Name and m ':�, } , %3 of 1' .1,�• 101 Sr : Mt�t tore 83 1341 a. Name and address: ` a �G '1i � �! Store, b. Interest in property c. Name and address of fee simple titleholder (if other than owner): �',]� j .t 4. Contractor. , Ii^a fe' Dear s'1" �t 6 lute sn a. Name and address:,,.,A b. Phone number. 2.b Ci. im sx.41 w pal tare 3aca A 60 S. Surety a. Name and address: b. Amount of bond 3 c. Phone number: 6. Lender a. Name and address: b. Phone number. +�a 441 STATE O FLORT 1•''�' C'Oi• tnis o '4 OF inADE copy Of the CIA 7. Persons within the State of Florida designated Owner u 9 by upon whom n,.,t, - - ..- .,., -.� r t� .y . -served as provided by Section 713.43(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: 8. in :, .. :: :art to himself, Owner designates the foil g person(s) {o receive a copy of the Uenor's Notice as provided in Secbc:. 713. t :•,':(b), F..,irata Statutes: a. Name and adoress: b. Phone number: 9. Expiration date of notice of commencement (the expiration date is •1 year from the date of recording unless a different date is specified) • WARNING TO OWNER: ANY PAYMENTS MAOE 8Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIOEREO IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECOROEO AND POSTED ON- THE J08 SITE BEFORE THE FIRST INSPECTION. IF YOU. IN:'ENO TO OBTAIN' FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ature o Owner or Owner's Authoriz - T r Partner/Manager Signatory's Title/Office M�� a iC17Tp!f ec Tp� fqr oing insirur� w�c yW� N dged before me thi r day of SP «- . _0(year) by iF' d Syr a of person) as authority, ...e.g. officer, trustee, attr-rney in fact) for behalf of whom instrument was executed). NOTARY IZ'f "" PUBLIC-,STATE .l.' �I PUBLIC-STATE I . r o`=otary ' is State of Florida ., Larry Burnett', , _! or Stamm Commissioned Name of Notary Public s, „ Comnssion # DD72 : ' ' Commission ; ssorAumber .' ° Expires: NOV. 30 2t;i I 1'4,„ 0.; Expires: NOV. 30, .:f. ,El)THRIIAT arne BOR$ XJC.o'Nn -•— or Produced Identification BONDED TRW ATLANTIC BONDING CO, re Teri :,ation Pursuant to Section 92.525. Florida Statutes Under penalties of perjuq, I -declare that I have read the foregoing and that the fats stated in it are true to the best of my knowledge and belief. . (type of tune of party on Natural Person Signing Above ORIGINAL . THE HOME DEPOT-AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4614641 NAME: Schafer Opening Location No Location Comer Zone or Interior PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Rough Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN Wdth IN Height IN 1 4 FL 11620.6 SGW 50.00 50.00 42.50 46.10 73 63 69 1/2 56 N/A NO 2 4 FL 11620.6 SGW 50.00 50.00 42.50 46.10 73 63 49 42 (1) 1x4 FL 8474.1 NO 3 4 FL 11620.6 SGW 50.00 50.00 42.50 46.10 73 63 49 42 NO 4 4 FL 9928.1 DH 50.00 50.00 42.50 46.10 54 1/4 75 3/8 46 39 1/4 N/A NO Revising permit# WS-10-09-1627 by submitting a revised drawing to reflect work done and adding a mullion for windows 2 and 3 1 1 1 1 Notes: 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 CUSTOMER NAME: SCHAFER MARCENE 1 17 F1E' x 1 WINDOW DIAGRAM SHEET '2' '3' 17FT„E_I 1 1 JOB # 4814641 x 23 FT GARAGE x x x x ¢AT(iROOM . x . x x x• Mean Roof Height 10 ft x Roof Slope Flat Roof x Building Width Building Length x x 60 Ft 70 Ft Florida Building Code Online k1 :..a. .. ..z 1 1,.ti`c10t= :d 1 -tnkm,!cnc■ ()flick: or Ili(' St crei:k1 •,,> ^Y.fSemem: ^48 1 in\ i`1t?rlkicd 1 kTo I0(\ f (imphic :s„I....M.., rte...... ,was mu . 'tt•.;a;,�r >:�s »« �•,,l•au� : 1 awe,, a�. User Reaistratiort 1 Publications Search • 1,244,65 Surcharge arkti roduct Approval SER: Public User Product Approval Menq. > Product or Application Search > Application Lis. > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email FL8478 -R1 Revision 2007 Approved a Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Craig Calderone rickw @rwbldgconsultants.com file: / / /Cl/ Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (1 of 4) [7/22/2009 8:07:25 PM] Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Windows Mullions 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -54158 National Accreditation and Management Institute 12/31/2011 Ryan 3. King, P.E. 0 Validation Checklist - Hardcopy Received FL8478 R1 COI CERT OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) standarq TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code file: / / /Cl/ Users /Road %2oRunner / Desktop / Florida %20Building %20Code %200nline.htm (2 of 4) [7/22/2009 8:07:25 PM] Year 1994 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/05/2009 03/05/2009 03/13/2009 04/07/2009 8478.1 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 Limitation and Installation Instructions. file: / / /Cl/ Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (3 of 4) [7/22/2009 8:07:25 PM] 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.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8478 R1 AE EVAL 8478.1.Ddf Created by Independent Third Party: Yes acts 11Fiist Florida Building Code Online DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- 2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: file: / / /CI /Users/ Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (4 of 4) [7/22/2009 8:07:25 PM] Silver Line WINDOWS•DOORS an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ OMB STRUCTURAL BEAM ION 2723. 2 724 "IM PAC 2723 GENERAL NOTES 7. This product has been evaluated and Is in complance with the 2007 Code structural requtremerris Including the 'Nth Velocity Hurricane Zane'. 2. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the building offlctct 3. Mace anchor embedment to base =dotal shad] be beyond wall diming or stucco. 4. Separate product approvals for each glcuing product used with these mullions must be submitted along with thtsniu3on product approval. S. Anchoring of each gkoing product to the nw2 Mat be as shown In each inalrldual citable product approval. 6. Ste condition not covered in this evaluarron are subject to hather engineering analysts by o protest/owl engineer or regbtered ochitect. 7. Approved Mis tuts or approved singles can be used In =Eon configurations. the vertical and hodsontal configumfforn con be combined to mug mulFple striate wits together. 8. Mullion design pressure ratin g. see appropriate toadying table sheets as @sled In table of contents. 9. Ate dasIgn possum rating of the ossernbly shall be the lesser of the load capactly of the nuJiRon as cletemined wire Ith °Pew& Cr the design Pressure ratiN of the IndNidual products used. 10. Bounding box dimensions tor geometk transom shapes must be equal to or less Man the rectangUlar transom dimensions d'ICM91 here77. When used in the llIgh Veloctly Hurricane Zone' this product compffes with Section 1626 of the Floido BuBdIng Code and does not roddre On impact resistant covering. 12. When used In mem *Abe of the "uvhr reauMng windborne debris protection Ns product congas with Section 1600.12 of The Ratio Buliding Code and does not require an Impact resistant covering. This product meets nialle level TT and Includes Wind Zone 4� define:1ln ASIM E1PM. 73. Matertais, InclUding but not !Ignited to deel screws that Goma Info contact wIth other cfigingar retedats Shall Meet the reauiremerdt of the ZO7 &Ada Bonding Code. Section 2003.8. MUWON SPAN MAX. = 7e - GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION MAX. COMBINE) DIMENSION 78 104' WI 1 W2 MUWON SPAN MAX. = 74' GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION CONFIGURATION T T col elevation & • notes 2724 mulion taod toble for wood scmw • • t 2723 mullion load table for tapcon onchor7n 2724 mulion onchor detolis & ,, •on deto 2723 mullion toad table for wood scrowonchoring MB angonloadtable toriagc.an anchoring 2723 multionanthOr clotali& seam cloiots 2728 rnulton load table Tot wood scrow. , • , t 2724 muiion oad table tor tapcan crnchonng 10 2728 rnulicn anchor 40104 & section defcifls GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION TYPICAL MULLION CONFIGURATIO a 111111111111111 DIVE: 2/19/09 .T.S fl.-8478. 1 F 8' r r__ MUWON SPAN MAX. = 74° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. =74° I3 3 L GLAZING PRODUCT GLAZING PRODUCT CONCRETE SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) SCREW ANCHORS TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" 64.7 60.4 56.6 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 66.6 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 71.8 68.8 JO 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 TRIBUTARY WIDTH = W1 + W2 2 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 RRST 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. 1 z 0 0 z DATE 2/10/09 WALL. N.T.S. ova BY: DWS Cwc BY: LFS DRAWING NO FL- 8478.1 stDEr 2 OF 10 7- GLAZING GLAZING i. PRODUCT GLAZING PRODUCT y II PRODUCT z 1 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 RRST 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. 1 z 0 0 z DATE 2/10/09 WALL. N.T.S. ova BY: DWS Cwc BY: LFS DRAWING NO FL- 8478.1 stDEr 2 OF 10 r_ MUWON SPAN74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT WI --{h W2 --1 GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 2 WOOD SCREW ANCHORS SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) 7R/BUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42° 44" 46" 48" 50" 52" to) C 74" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 72" 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 70" 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 68" 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 66" 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 64" 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 62" 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 60" 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 58" 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 56" 100.0 100.0 100.0 94.4 89.2 84.5 80.3 76.4 73.0 69.8 66.9 64.2 61.7 54" 100.0 100.0 100.0 100.0 95.9 90.9 86.3 82.2 78.5 75.1 71.9 69.1 66.4 52" 100.0 100.0 100.0 100.0 100.0 98.0 93.1 88.7 84.6 81.0 77.6 74.5 71.6 50" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.9 91.5 87.6 83.9 80.6 77.5 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 95.0 91.1 87.4 84.1 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 93.1 89.5 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.6 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 98.1 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 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 W2 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN AAA — 7d.° GLAZING PRODUCT INSTRUCTIONS FOR USE OF' THE MULLION LOAD TABLE; 1. DEI ERMINE 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. m z 0 rn 0 z DATE: 2/ 0/09 &I✓V.E. N.T.S. owa. BY: DWS rapt. ea LFS MO= NO,: FL- 8478.1 SHEET 3 or 10 v 1 V a .376" —► 5.5" 1.139" 0 0 0 MAT'S: 6063 —T6 FOR WOOD SCREW ANCHORING AND MUWON TO MUWON ANCHORING .156° MULLION ANCHOR BRACKET 50 -2722 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING ! R 0 N N n } .125" .100" .550° .800" 1" 2723 MULLION MAT'S: 6063 —T6 (6) #10 x 1 -1/2° WOOD SCREWS 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BETTER 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 (4) 1/4" x 2-1/4" CONCRETE SCREWS. SEE NOTE 1 (4) 1/4" X 1-3/4" CONCRETE SCREWS SEE NOTE 1 z z t4- m — ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 #8 X 3/4" SMS ANCHOR TO MASONRY USING 1/4° X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 MULLION (6) #10 X 3/4" NOTES SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" fTW BUILDER CONCRETE SCREWS REQUIRING A MINIMUM fIASIC MUWON BRACKET ANCHORING EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE 2722 BRACKET SHOWN OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 ". #8 X 3/4" SELF TAPPING SCREW MUWON ANCHOR MUWON TO MULLION rm z 0 OWE 2/ 0/09 SCALE N.T.S. DWO, W DWS ma. av: LFS ORAWINO 1O: FL- 8478.1 SHEET 4 OF 10 C 2009 R.W. BUILDING 7.675° f—.-- 2.25" - -�r-- 2.25" 2.25" --.1 O 0 O —q MULLION ANCHOR BRACKET 50 -2722 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING ! R 0 N N n } .125" .100" .550° .800" 1" 2723 MULLION MAT'S: 6063 —T6 (6) #10 x 1 -1/2° WOOD SCREWS 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BETTER 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 (4) 1/4" x 2-1/4" CONCRETE SCREWS. SEE NOTE 1 (4) 1/4" X 1-3/4" CONCRETE SCREWS SEE NOTE 1 z z t4- m — ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 #8 X 3/4" SMS ANCHOR TO MASONRY USING 1/4° X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 MULLION (6) #10 X 3/4" NOTES SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" fTW BUILDER CONCRETE SCREWS REQUIRING A MINIMUM fIASIC MUWON BRACKET ANCHORING EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE 2722 BRACKET SHOWN OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 ". #8 X 3/4" SELF TAPPING SCREW MUWON ANCHOR MUWON TO MULLION rm z 0 OWE 2/ 0/09 SCALE N.T.S. DWO, W DWS ma. av: LFS ORAWINO 1O: FL- 8478.1 SHEET 4 OF 10 C 2009 R.W. BUILDING MULLION SPAN MAX. =74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT �W1 -1hW2-1 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74" 11 3 L GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 2 CONCRETE SIILVERLINE 2724 STRUCTRUAL BEAM M ULLION LOAD TABLE (PSF) SCREW ANCHORS TRIBUTARY WIDTH 2g" 30" 32" 34" 38" 38" 40" 42" 44" 48" 48" 50" 52" y m 74" 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 72" 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 70" 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 38.4 34.9 33.6 68" 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 66" 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 64" 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 62" 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 60" 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 58" 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 58" 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 54" 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 82" 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 50" 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 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" 1 00.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 1 00.0 100.0 1 00.0 100.0 1 00.0 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 1 00.0 100.0 100.0 1 00.0 1 00.0 100.0 100.0 100.0 100.0 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 bWl i W2 GLAZING PRODUCT GLAZING PRODUCT I, MULLION SPAN r ARMY a 7d° GLAZING PRODUCT 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 0 SS� 0 is 2/ 0/09 SCAM N.T.S. Ina DWS CM BY: LFS DRAWING NGa FL- 8478.1 sNEET 5 of 10 MULLION SPAN MAX. = 74° GLAZING PRODUCT GLAZING PRODUCT i GLAZING PRODUCT W1-11 W2� on 11 MUWON 11 3 L GLAZING PRODUCT GLAZING PRODUCT SPAN 74° GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 2 WOOD SILVERLWE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) SCREW ANCHORS TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 48" 48" 50" 52" % O 3: 74" 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 72" 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 70" 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 68" 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 66" 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 64" 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 62" 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 60" 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 58" 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 56" 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 54" 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 52" 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 50" 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 46" 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 46" 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 44" 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 42" 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 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 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 I 001 II W2 GLAZING PRODUCT GLAZING PRODUCT I_ MUWON SPAN ___J AAAY - 7L I GLAZING PRODUCT 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 GREAItJ THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. ° re 0 m z 0 U) U rr WOE: 2/ 0/09 sa L N.T.S. owa- B*: DWS ant er: LFS MOONS ND.: FL- 8478.1 SHEEP 6 OF 11 0 i a 3 ro .376" — a 5.5" 1.139" MULLION ANCHOR BRACKET 2724 MAT'S: 6063 -76 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING ro tV � .5" t.1" to N t MUWON ANCHOR BRACKET 50 -2722 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING R.062" (2) — ...s‘-R.015" (2) 2724 MUWON MAT'L• 6063 — T6 .156" (6) #10 x 1 -1/2° WOOD SCREWS 2X MATERIAL SPRUCE —PINE —FIR SG =0.42 OR Bhi I R ANCHOR TO 2X STUD DR 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 (4) 1/4° x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 (4) 1/4" X 1-3/4" CONCRETE SCREWS SEE NOTE 1 z • M 8 X 3/4" SMS ANCHOR THROUGH IX BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 BASIC MULLION BRACKET ANCHORING 2724 BRACKET SHOWN NOTES z ANCHOR 70 MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 MUWON Il�lr (6) #10 X 3/4" 111 111 SHEET METAL SCREWS — 1U �I TYPICAL / 1 III 11 1 i/lAl 1. CONCRETE SCREWS ARE 1/4" TIW BUILDS( C TAPPING SCREW ONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4°, A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 °. ANCHOR MULLION TO MUWON A 0 0. a m z 0 m z DATE: 2/ 0/09 SCALE. N.T.S. Mo. er. DWS WK. BY: LFS DRANO NO.. FL- 8478.1 sem 7 of 10 7.675- L r — 2.25" - -�r— 2.25" 2.25" --_i ___,D r7 — 0 Q 0 N t MUWON ANCHOR BRACKET 50 -2722 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING R.062" (2) — ...s‘-R.015" (2) 2724 MUWON MAT'L• 6063 — T6 .156" (6) #10 x 1 -1/2° WOOD SCREWS 2X MATERIAL SPRUCE —PINE —FIR SG =0.42 OR Bhi I R ANCHOR TO 2X STUD DR 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 (4) 1/4° x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 (4) 1/4" X 1-3/4" CONCRETE SCREWS SEE NOTE 1 z • M 8 X 3/4" SMS ANCHOR THROUGH IX BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 BASIC MULLION BRACKET ANCHORING 2724 BRACKET SHOWN NOTES z ANCHOR 70 MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 MUWON Il�lr (6) #10 X 3/4" 111 111 SHEET METAL SCREWS — 1U �I TYPICAL / 1 III 11 1 i/lAl 1. CONCRETE SCREWS ARE 1/4" TIW BUILDS( C TAPPING SCREW ONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4°, A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 °. ANCHOR MULLION TO MUWON A 0 0. a m z 0 m z DATE: 2/ 0/09 SCALE. N.T.S. Mo. er. DWS WK. BY: LFS DRANO NO.. FL- 8478.1 sem 7 of 10 MUWON SPAN MAX. = 74° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT f --- Wl --Ih WZ I 3 L GLAZING PRODUCT GLAZING PRODUCT bMUWON SPAN MAX. =74" 1 GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH = WI + W2 2 CONCRETE SILVERLI NE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) SCREW ANCHORS TRIB1JTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" I MULLION SPAN I 74" 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 73.6 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 56" 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 1 00.0 100.0 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 - W1 Ir 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 SW' 1 ABOVE. 0 v7 z 0 rn a 0 z ME: 2/ 0/09 scAlz N.T.S. DWG. er DWS cinc ar: LFS DRAWING N%: FL- 8478.1 SHEET 8 of 10 3 9 d 7 GLAZING PRODUCT GLAZING GLAZING PRODUCT , ti n z U PRODUCT z 11 i 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 SW' 1 ABOVE. 0 v7 z 0 rn a 0 z ME: 2/ 0/09 scAlz N.T.S. DWG. er DWS cinc ar: LFS DRAWING N%: FL- 8478.1 SHEET 8 of 10 3 9 d MUWON SPAN MAX. = 74° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT L MUWON SPAN MAX. = 74" 11 3 L GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 • 2 SCREW ANCHORS TIOOD SQ_VERUNE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY W8)TH 52" 28" 30" 32" 34° 38" 38" 40" 42° 44" 46" 48" C 50" 0. y x 0 74" 88.8 82.8 77.7 73.1 69.0 65.4 62.1 59.2 56.5 54.0 51.8 47.8 72" 93.8 87.5 82.0 77.2 72.9 69.1 65.6 62.5 59.7 57.1 54.7 52.5 50.5 70" 99.2 92.8 86.8 81.7 77.1 73.1 69.4 68.1 83.1 60.4 57.8 55.5 53.4 68" 100.0 98.1 92.0 86.6 81.8 77.5 73.6 70.1 66.9 64.0 61.3 58.9 56.6 66" 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 58" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 92.0 00.0 84.3 80.9 77.8 56" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.6 94.4 90.4 86.8 83.5 54" 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 52" 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 5 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 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 46" 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 loom 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 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 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" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 001 ---{ W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT 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 Dh I tRM1NATI0N. .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. rm z 0 0 DAZE: 2/ 0/09 WALE. N.T.S. DIM BY: DWS cwc. et LFS DRA 1NO Pqa FL- 8478.1 BEET 9 OF 10 0 N 1 7.6/5'" - F— 2.25" -f 2.25" 2.25" -- 7.675- - —0 0 0 0 0 7 F--- 0 0 0 0 O 1N N : 03 N MUWON ANCHOR BRACKET 2728 MAT'S: 6063 -T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MUWON ANCHORING NI t MUWON ANCHOR BRACKET 50 -2728 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING 0 O N �- 1.5615" .093° 375° .965" 2.070" 3.250" 4" 2728 MUWON MAT'S: 6063 -T6 11 F (10) #12 x 1 -1/2" WOOD SCREWS 2X MATERIAL i//,.///- -----SPRUCE- PINE -FIR SG =0.42 OR BETTER ANCHOR TO 2X STUD OR TO 2X BUCK USING #12 X 1 -1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACl 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (4) 1/4" x 2-1/4° CONCRETE SCREWS. SEE NOTE 1 (4) 1/4° X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 z • z 0 st ANCHOR TO MASONRY USING 1/4" X 1 -3/4° CONCRETE SCREWS SEE NOTE 1 X 3/4" SMS ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 BASIC MUWON BRACKET ANCHORING 2728 BRACKET SHOWN MUWON (10) #10 X 3/4" SHEET METAL SCREWS MUWON #8 X 3/4" SELF TAPPING SCREW NOTES 1. CONCRETE SCREWS ARE 1/4" TTW BUILDEX CONCRETE ANCHOR MUWON TO MULLION SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 ". 0 z cAh: 2/ 0/09 sou. N.T.S. owa. ar: DWS ant. By: LFS DRAY.ING NO.: FL- 8478.1 s6EEr 10 or 10 7.675- - 7 F--- 2.25" 2.25" --- IO �1-- 2.25° —►i 1 n OI oI —�I NI t MUWON ANCHOR BRACKET 50 -2728 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING 0 O N �- 1.5615" .093° 375° .965" 2.070" 3.250" 4" 2728 MUWON MAT'S: 6063 -T6 11 F (10) #12 x 1 -1/2" WOOD SCREWS 2X MATERIAL i//,.///- -----SPRUCE- PINE -FIR SG =0.42 OR BETTER ANCHOR TO 2X STUD OR TO 2X BUCK USING #12 X 1 -1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACl 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (4) 1/4" x 2-1/4° CONCRETE SCREWS. SEE NOTE 1 (4) 1/4° X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 z • z 0 st ANCHOR TO MASONRY USING 1/4" X 1 -3/4° CONCRETE SCREWS SEE NOTE 1 X 3/4" SMS ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 BASIC MUWON BRACKET ANCHORING 2728 BRACKET SHOWN MUWON (10) #10 X 3/4" SHEET METAL SCREWS MUWON #8 X 3/4" SELF TAPPING SCREW NOTES 1. CONCRETE SCREWS ARE 1/4" TTW BUILDEX CONCRETE ANCHOR MUWON TO MULLION SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 ". 0 z cAh: 2/ 0/09 sou. N.T.S. owa. ar: DWS ant. By: LFS DRAY.ING NO.: FL- 8478.1 s6EEr 10 or 10 R W Building Consultants, Inc. 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 8478.1 R1 Date: March 3, 2009 Product Category: Windows Product sub - category: Mullions 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 1d 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 signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 PF 1155 Sheet 1 of 3 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 contact with other dissimilar materials shall meet the requirements of the 2007 Florida Building Code, Section 2003.8. 14. See drawing FL 8478.1 for size limitations and design pressure ratings. Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 PF 1155 Sheet 2 of 3 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. Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 PF 1155 Sheet 3 of 3 Miam Sh3resVillaa7. I3y DATE APPROVED ZONING DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS FLORIDA BUILDING CODE 2007 - ASCEJSEI 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 Building Height Roof Slope Tess 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 WIND PRESSURES IN PSF 146 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 5 z4 z5 z4 & z5 z4 z5 -15 42.5 6.1 .7) 46.5 50.4 62.2 1 20 4.5.2 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 M ❑NR ❑E COUNTY MIAMI -DADE CUNT, 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- EXPOSURE Ca ection 65.6.3 - Open Terrain with scattered obstructions with heights Tess than 30') 6- BUILDING CVNSI[3EF EIZ E4IC. CI Ep -.All giving in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section f.5,9•intemat rZe$Su, GCpi =.18 - Table 6.7) 7- BASIC WINDSI3EFQi Vs40,:441MAPH• 8- TOPOGRAPHIC FACTOR Kzt =1'- (gecttorrag.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUT/447A@E4: 10 9435 • 11- EDGE SLAW (1): Thg smaller V3% ofttiedea2 horizontal dimension or 40% of the Mean roof height, but not Tess than the larger of 4% of the least Tior1$petal diromerasigr ct 31't. • • • ••• •• • WIND PRESSURES IN PSF 150 MPH VELOCITY 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 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 M ❑NR ❑E COUNTY Roof Slope (h) MEAN ROOF 4:0) HEIGHT kr \-ecg ... . • . • .. • • • ••••. • • • • . .. • cs a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be Tess than a = 3 feet or a= 0.04 x BW E N 6 C O, Inc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax: (954) 585-0305 E -mail: Engcor@AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/12/2009 Florida Building Code O'nline 1 \vn s. :CIS Home Tcs Id= "I Publications i` ,2i} sing. a ;L�ui�r,:ettcy. . ;ce ai t13 ',ccrcl:tr'\ I 1 S -1 .! I dzia wag roduct Approval SER: Public User Product Approval Mentj > Product or Application Search > /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 FL9928 -R1 Revision 2007 Approved • Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbldgconsultants.com • • • • • • •• • •..... ...... • • •••• ...... • • •••. ...... • • . • • • • • • • •• • ...... • ••.... • • • • ••.... • •... • • •••. •• • • • • • •• • • •..... • • ..... • • ..... ...... • • • ••.. •••. • •• Evaluation Report from a Florida Retillttred Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received file: / / /CI /Users /Road %20Runner /Desktop/ Florida %20Building %20Code %200nline.htm (1 of 3) [11/24/2008 12:35:25 PM] • •..... • • ...... • • Florida Building Code Online 1 1 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 Wendell W. Haney PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. 0 Validation Checklist - Hardcopy Received f=L9928 R1 COI CERT OF INDEPENDENCE.adf Referenced Standard and Year (of Standard) Standar(' UAL AAMA /WDMA /101 /I.S.2 /A440 2005 Accepted Engineering Practice 2007 ASTM E1300 2002 ASTM E1300 2004 ASTM E1886/E1996 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 06/28/2008 07/14/2008 07/18/2008 09/15/2008 Model, Number or Name a. "WeatherStopperTM" Series 9500 - Model 95 Description • • • • . •• • •••••. ...... • L.. • • •••. •••••. • • •• .• • • 000000 • •••• • • O00. 000000 • •• 000000 • • • :/6000 • ... • • •• • • • • •• Up to 4'5 x 5'3 Extra Pj/C "Impact" • • Double Hung Window - cofifigurrtiorrV/X) •• • • • •.•• • •• • ••i • •• • • • • file: / / /CI /Users/ Road %20Runner / Desktop / Florida %20Building %20Code%20Online.htm (2 of 3) [11/24/2008 12:35:25 PM] ••. •••. • • • ••• • ••. • Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes - • - ure: N A Other: See INST 9928.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL9928 R1 II INST 9928.1.Ddf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports )L9928 R1 AE EVAL 9928.1.Ddf Created by Independent Third Party: Yes 9928.2 b. "WeatherStopperTM" Series 9500 - Model 9500 Up to 4'5 x 5'3 Extruded PVC "Impact" Double Hung Window - configuration (X /X) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 9928.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL9928 R1 II INST 9928.2.Ddf, Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL9928 R1 AE EVAL 9928.2.Ddf Created by Independent Third Party: Yes DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax : . • • • •... (850) 414 -8436 • • • © 2000 -2005 The State of Florida. All rights reserved. Coovri • 1d Discl+afriar' Product Approval Accepts: • • • • • • • •••• file: / / /CI /Users/ Road° /a20Runner/ Desktop / Florida /020Building %20Code %200nline.htm (3 of 3) [11/24/2008 12:35:25 PM] •••• • • •• •• ••...• •� •••••. • • ••••.• • • • • •••• •• 1 • • • • 1• •••••• • • • • • • • • • • • •• • • • •••• •••• • •• • • • •••■ ••••. • • ••••• •••••• • • • ••••.• • • ••••.• • • \FL- 9928.1 REV 1,FL- 9928.1 Projects\Project Fo7ltlers \Proj 1301-140 Silver 1Jne WINDOWS•D00RS an Andersen Company 1 SILVERUNE DRIVE, NORTH BRUNSWICK NJ 08902 RH. 732.435.1000 " WEATHER STOPPER" " SERIES 9500 / MODEL 9500 EXTRUDED VINYL TILT DOUBLE HUNG WINDOW "iMPAcrr A GENERAL NOTES 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 os shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT" this product complies with section 1626 of the Florida Building Cade and does not require an impact resistant covering. 4. When used in areas outside of the "HVH1" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 7. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. B. This product meets water infiltration requirements for 'HVHZ ". TABLE OF CONTENTS / SHEET# DESCRIPTION / /// i a 1 Typical elevations, design pressures & general notes ff� X 2 Vertical & hori7PAt8 crOs}secti s • • a 3 Vertical cross sections • • • • • • • • • • 4 Buck & frame a �orin slhalluni Buck & tame •nshorirlppjlIge i tr • • • • • • • • 5 6 Reduced DP frame anchoring • • • • • 7 Component 8 Hardware %sipmbiyeand components details 9 Bil of materials, c mppnents drldtlazing detaBs e • • • • • • • • • •. • •� • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • ••• • • • • • • • ••• • • 00 • •• • •• •• • • • ••• • • • 56.25' MAX. O.A. WIDTH FLANGE TO FLANGE 54.25" MAX. O.A.' FRAME WIDTH , FRAME HEIGHT \ / a X / /// i a ff� X ' \' 55.37" X 76.37' 53.37" X 74.37" 46.42" X 32.86" 383 5625" X 75.37' 2" X 62.50" 29.17' X 26.86" G1 +50.0 -50.0 54.25" X 73.37" 47.30" X 32.36" 38.12" X 64.50" 36.12" X 62.50" 29.17" X 26.86" ax. width & height occur on different units. G2 DOUBLE HUNG WINDOW 8 1-- 0 DATE: 1 / 2/07 SCALE: owG. sr: KK cox. IY: WWH DRAWING NO.: FL- 9928.1 SHEET 1 or 9 oa • 3 • SEE NOTE 1' ` / 14F / , 9" i TYP. X / 1 ■ r° i \ X 4 1 / \ 1/4" MAX. --SHIM SPACE (TYP.) m 00 Ala !1N1 • Q W •" z 70 • 3 0000 NOTE 1. For framing anchoring locations and details, see sheet 5, 6 & 7. SEE NOTE 1 0 00 m ®SEE0 � NOT 1 •• •• • • • • • • o • • • 00 ROW" 1 qa1 :. : • • • ••• • • ••• • • • • • • • • HORIZOPITAI CROSS IECTTN • • • • • • •• • • • • • • SEE NOTE 1 1" MIN. FROM 1" MIN. FROM MASONRY EDGE MASONRY EDGE ---r -A- (TYP.) (TYP.) .INTERIOR 1-1/4" MIN. EMB. (TYP.) 1 VERTICAL CROSS SECTION 2 0 k 1 DOUBLE HUNG WINDOW O to z 0 2 zz DATE 1 / 2/07 sDN-E. N.T.S. DWG. BY: KK a% Ere: YAW DRAWING NW FL- 9928.1 smr 2 or 9 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • 3. qi a a 2 -1/2" MIN. FROM MASONRY EDGE (TYP.) 2 -1/2" MIN. FROM MASONRY EDGE (TYP.) EXTERIOR INTERIOR EXTERIOR imam O VERTICAL CROSS SECTION g Ul cn z_ 5 ai Shown w/ IX sub —buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC This view representative of head, sill, & jambs. W 1" MIN. FROM MASONRY EDGE (TYP.) 1" MIN. FROM 4 MASONRY EDGE (TYP.) O3 VERTICAL CROSS SECTION Masonry sill •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • ••• • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • EXTERIOR 1" MIN. FROM MASONRY EDGE (TYP.) 1" MIN. FROM MASONRY EDGE (TYP.) O3 VERTICAL CROSS SECTION Masonry sill 8 N 0 z 0 0.' 0 z DAZE 11/ 2/07 serar N.T.S. DWO. sr: KK ces. BY WWH DRAWING NO4 FL- 9928.1 SHEET OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • 0 •• •• ••• • • • ••• • • 9 m' a 0 0 ro T. 2 5 Naixigkcs BUCK ANCHORING DP <= 65.0 PSF (36.125° x 62.5° UNIT) W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 3 1— WINDOW FRAME FRAME AND GLAZING — REMOVED FOR CLARITY �.w 2X BUCK r Tt RAIIETING MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION MASONRY SILL INSTALLATION SEE NOTE 1 W /1X BUCK NSTALLATION E NOTE 2 FRAME ANCHORING DP <= 65.0 PSF (36.125° x 62.5° UNIT) SEE VIEW °A—A° AND NOTE 3 NOTES: 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers and at meeting roil centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must .be adjus$d 1nggrftgin :h$mjn1rrum edge distance to mortar joints, additional concrete screws may be required to ensure •the maximum•on senn�4eer•diraennion is not exceeded. • •• • • • • ••• • • • • • • • • • • 2. 1/4° ITV/ concrete screws anchoring frame and /or sill require a •minimum minimum 1/2 clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers and at meeting rail centerline locations wet b� t gjuste * to maintain the•minimuai edge distance to mortar joints. • • • • • • •• • • • • • 3. Anchor screws in head and below meeting Hail scooter* line are•logpteil 1 41. ill of the frame. Anchor screws in sill, on meeting rail center line and above are ldcafed•in Rnt. rdll of RarMe. • • • • SEE NOTE 3 g 0 in :o 0 0 z DATE 1 / 2/07 SDALE. N.T.S. Dxa ar: KK MK. BY: WWH DRAWING !IDs FL- 9926.1 sNE r 4 or 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z i i 3c x R:\A - Projects \Piojix.t Folders \Proj 1301 - 1400 \PF 1314 \D. RWBC Drawings \ FL- 9928.1REV1 \FL- 9928.1REV1.dvg, .1 -5 PUCK ANCHORING DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) NOTES; MEETING t RAIL 14.08" MAX. ON CENTER WINDOW --/ FRAME FRAME AND GLAZING REMOVED FOR CLARITY 2X BUCK JET W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION TYP. HEAD & JAMBS A" MEETING RAIL FRAME ANCHORING 40 < DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must deo adjdsted•to•mai•tain•th• mic iolum edge distance to mortar joints, additional concrete screws may be required to ensure :the max:nulro :in : er=te :dire /Sion is not exceeded. • • • • 2. 1/4" ITW concrete screws anchoring frame and /or Iin recrufre o mintrultn 211/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers and at meeting rail centerline locations rrws be•adjusted •tp mgjntain the mink-vim edge distance to mortar joints. • • • • • • • • • 3. Anchor screws in head and below meeti are•to ated Oh did. 4i! of the frame. Anchor screws in sill, on meeting rail center line and above are !scaled* rn•inE Nil Qf Irarie.• : • • • • • • • MASONRY SILL INSTALLATION SEE NOTE 2 MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 VIEW "A " — "A" SEE NOTE 3 SEE NOTE 3 DOUBLE HUNG WINDOW m 0 a_ cy5 m z 0 8 O Z DATE: 1 / 2/07 scs.E: N.T.S. pro. sr: KK cww. sr: WWI-I ORAWNO NO.: FL- 9928.1 SHEET 5 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 -I NW SEE NOTE 1 I— I -I T al stn —L PUCK ANCHORING DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) NOTES; MEETING t RAIL 14.08" MAX. ON CENTER WINDOW --/ FRAME FRAME AND GLAZING REMOVED FOR CLARITY 2X BUCK JET W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION TYP. HEAD & JAMBS A" MEETING RAIL FRAME ANCHORING 40 < DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must deo adjdsted•to•mai•tain•th• mic iolum edge distance to mortar joints, additional concrete screws may be required to ensure :the max:nulro :in : er=te :dire /Sion is not exceeded. • • • • 2. 1/4" ITW concrete screws anchoring frame and /or Iin recrufre o mintrultn 211/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers and at meeting rail centerline locations rrws be•adjusted •tp mgjntain the mink-vim edge distance to mortar joints. • • • • • • • • • 3. Anchor screws in head and below meeti are•to ated Oh did. 4i! of the frame. Anchor screws in sill, on meeting rail center line and above are !scaled* rn•inE Nil Qf Irarie.• : • • • • • • • MASONRY SILL INSTALLATION SEE NOTE 2 MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 VIEW "A " — "A" SEE NOTE 3 SEE NOTE 3 DOUBLE HUNG WINDOW m 0 a_ cy5 m z 0 8 O Z DATE: 1 / 2/07 scs.E: N.T.S. pro. sr: KK cww. sr: WWI-I ORAWNO NO.: FL- 9928.1 SHEET 5 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MASONRY OPENING / WINDOW FRAME W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION TYP. HEAD & JAMBS U SP F-16"r-j_ FRAME AND •■ — GLAZING REMOVED FOR CLARITY 2X BUCK.J_ --I- to MEETING RAIL FRAME ANCHORING DP <= 40 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 NOTES; MASONRY SILL INSTALLATION SEE NOTE 1 MASONRY SILL INSTALLATION SEE NOTE 1 W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION VIEW "A " — "A" SEE NOTE 3 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. • • ••• • • • • • • • • 2. 1/4" ILW concrete screws anchoring frame a.d /or I r *gUilre•a niry{rysm 1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of eggud conc$ets sore's *roan v different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers and at meeting ra71•cent$?lifle locations• mdy I1b S usted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center Tine are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. •• • ••• • • ••• • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • 0 6 DOUBLE HUNG WINDOW PART OR ASSEMBLY: 00 WV z m U 8 • co 0 Dah:1 /12/07 SCAM N.T.S. Dwa sr KK csx. ac WWH DRAWING NO.: FL- 9928.1 SHEET 6 Or 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ro .562° 1 ce,oi-r 2.185" —1 41- .07" 0 T- OUPPER / LOWER LIFTING RAIL O-'a: •1. : .. •• ••• • • • • • •y • •. G. • • •• -••115 • • • :1-1 •R • • • ••• •� • • •''• •• ••• CI 2'ER RAIL & STILE REINF0R€EMENi • • •• • • ••• • • • • • • ••• • 7o // • • • • • • • •• • • • r-1.547 °-1 °UPPER SASH STILE r- 1.365° 37 HEAD ADAPTER ° LOWER SASH TOP RAIL I .875" h ®� 33 REINFORCING BAR SILL ADAPTER. 0 a DOUBLE HUNG WINDOW z O cn 0 3 0 1 2 4 0 z DATE: 1 / 2/07 SCALE: N.T.S. owo. er: KK cNN era WWH DRAWING NO.: FL- 9928.1 SHEET 7 w 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • - • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .187 H H 6° BOTTOM SASH.9255" .294" .4" 6.0001" 4.125" 1.5" 63" 2.625" — --1 * TOP SASH POLYMER TILT LATCH .1125" --IF } } BOTTOM SASH HEAVY DUTY PIVOT } BOTTOM SASH P.. • • • • • T0P•SDSSH • • Nth- • • • 2.55" N 2.062 "�1 --1 1 1 2.55° J- 1.683 " -1 N• 1 1 32 SASH LOCK KEEPER N ��LI OO N I 12 HEAVY DUTY TILT LATCH KEEPER m 0 • • Z� • •�4�T5 • ° .617" .294" .4" 19 UPPER SASH LATCH --I 1.5" �— 2.625" — —� 6.0001 ql 22 TOP SASH PIVOT 6° J 4.3272" 0 0 (ASSEMBLED) 3.68" —� (UN— ASSEMBLED) 23 BOTTOM SASH HEAVY DUTY TILT LATCH 31 SASH LOCK 1 .... • i • ��. = : • wIL1 •• • ••• • .613° SASH PIVOT RD➢ORF•• ASSY. VItw 1.35" SASH RAILS'REE'OVWD ,FOR MARRY • • • • • • • • • • • • • • •••- • •1.5" ••• •• • .613" BOTTOM SASH TILT LATCH TOP SASH TILT LATCH TILT LATCH HARDWARE ASSY. VIEW SASH STILES REMOVED FOR CLARITY DOUBLE HUNG WINDOW F. z 0 8 0 z DATE: 1 / 2/07 SCALE. N.T.S. D. B': KK CHIC Err. WWH DRAW NO NO.: FL- 9928.1 ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • SHED' 8 of 9 2 1 0 i 0 a ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME HEAD / JAMB #52 -8601 * PVC 2 EXTRUDED PVC MAIN FRAME SILL #52 -8601 * C 3 WEEP HOLE COVER (SILL) #200- 492 -021 PO YMER 4 EXTRUDED PVC GLAZING BEAD #52 -2217 * PVC 5 1X BUCK SG >= 0.55 W000 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL #52 -8507 * PVC 7 JXTRUDED PVC UPPER SASH STILES #5- 8504 * PVC 8 EXTRUDED PVC LOWER SASH TOP RAIL 52 -8508 * PVC 9 EXTRUDED PVC UPPER / LOWER UFTING RAIL #52 -8506 * PVC 10 EXTRUDED PVC LOWER SASH STILES #52 -8505 * PVC 11 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC 12 HEAVY DUTY TILT LATCH KEEPER #12 -9513 STEEL 13 8 x 3/4" PFH SCREW ZINC PLATED STTL 14 8 -32 x 1/�2" PPH MS STEEL 16 EATHERSTfIP PILE W/F1N .270 x .270, W21275NW BY ULTRAFAB — 17 WEATHERSTRIP PILE W /FlN .270 x .190, W21195NW BY ULTRAFAB — 18 WEATHERSTRIP Q —LON U- 3333 -000 BY SCHLEGEL — 19 UPPER SASH LATCH Pv0 20 GLAZING COMPOUND PURFECT GLAZE .34-937A NATIONAL STARCH & ADHESIVE SILICONE 21 TOP SASH POLYMER TILT LATCH PLASTIC 22 TOP SASH PIVOT STEEL 23 BOTTOM SASH HEAVY' DUTY TILT LATCH #12- 9511L —R PLASTIC 24 BOTTOM SASH HEAVY DUTY PIVOT #12- 9514R —L SIttL 25 2X BUCK SG >= 0.55 WOOD 26 1/4" MAX SHIM SPACE WOOD 27 MASONRY: 3192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90. MASONRY 28 8 x 1" PPH SCREW STEEL 29 6 x 1" PFH SCREW ZINC PLATED STEEL .30 10 X 2 -1/2" PFH WOOD SCREW STEEL 31 SASH LOCK ASS'Y (DIE CAST ZINC ALUMINUM) — 32 SASH LOCK KEEPER (ZINC DIE CAST) — 33 REINFORCING BAR #51 -8567 STEEL 34 KEEPER RAIL & STILE REINFORCEMENT #50 -8566 ALUMINUM .35 LIFT MIL REINFORCEMENT # 50 -8568 ALUMINUM ALUMINUM ALUMINUM 36 LOCK RAIL REINFORCEMENT #50 -8567 .37 HEAD ADAPTER #50 -8563 38 SILL ADAPILK #50 -8564 ALUMINUM 39 #8 x 1" PFH SCREW ZINC PLATED STEEL 40 1/4° X 2 -3/4° ELCO PFH CONCRETE SCREW STEEL 41 1/4" X 2 -1/4" ELCO PFH CONCRETE SCREW STEEL 42 1/4" X 3 -1/4° ITW PFH CONCRETE SCREW STEEL 43 GLAZING SPACER mire- • • • • smut. 44 1/4" X 3 -1/4" ELCO PFH CONCRETE•SCREW • •• • • • :STEEL • • • • * THE APPROVED WHITE RIGID PVC EXTERI0 L' ON" FAR 1WNL�OW6 ARE TO•B PRODUCED BY EXTRUDERS LICENSEES IN AA?A C CATTOfN PROGR4IS •FOR •RIGID PVC EXTRUSIONS ". 3.794° OMAIN FRAME HEAD & JAMB 7/16" GLASS BITE IFITEB OR —{ 3794° 18 WEATHERSTRIP OMAIN FRAME SILL 7/8" OVERALL GLASS THK. 3/32" ANNEALED GLASS 090° PVB. V/ BY DUPONT 3/32° ANNEALED GLASS AIR SPACE 3/32° ANNEALED GLASS G) GLAZING DETAIL .090" PVB. BY DUPONT 1/8" ANNEALED GLASS AIR SPACE • • •• • •• • • ••• • • • • • • • • •• • • . •- • • • • • • • • • • • • - • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • •. • • • • • • • • • • • •• •• • • • •. •• 0400 • • • 4100 • • S 1 0 FLI 0 a 0 2 a 0 z DAm 1 /12/07 SCA-M N.T.S. DWG. BY: KK GEDC. Er* WWH DRAWING NO4 FL- 9928.1 atm 9 OF 9 R B R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 236 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- 9928.1 RI Date: June 19, 2008 Product Category: Window Product sub - category: Double Hung Product Name: "Weather Stopper" Series 9500 / Model 9500 Extruded Vinyl Tilt Double Hung Window "Impact" Manufacturer Silverline Windows & Doors 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 Wendell W. Haney, P.E. (System ID # 1993) for Silverline Windows & Doors based on Rule Chapter No, 9B-, 72.070, Method ld of the State of Florida Product Approval, Department of Cosnmultity ARM" • Florida Building Commission. • • • • • •••• • • RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acgrfnancial • interest in the company manufacturing or distributing the product or in any othgi•ettfty invol�v • • in the approval process of the product named herein. •••• • • • • • • • • • • • •• • •• • • •• • This product has been evaluated for use in locations adhering to the Florida Buuldnivg Lode (2007 Edition) •••• • • • • • •••• • • • See Drawing No. FL- 9928.1 prepared by R W Building Consultants, Inc. and signed and sell,, • by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W. FL No. 54 June 19, 2008 PF1314 Sheet 1 of 3 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 complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 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- 9928.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL- 9928.1 for size and design pressure limitations. PF1314 46#7 lndell W. e FL No. 5413'8 June 19, 2008 ••• ir • • • • •••• • • • • • • • • •••• •••• •• • • • •• •• • • • • • • ••••• • • • • • • • • •••• • • • • • • • • •••• • • •• • • •• • • • •• • •••• Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 9928.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (PVB Interlayer by DuPont) approval number NOA 05- 1208.02 issued by Miami -Dade BCCO. 2. Materials (PVC- Extrusions) approval number NOA 03- 1110.03 issued by Miami -Dade BCCO. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 07- 01410256, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Architectural Testing, Inc. and reported in test report ATI- 53330.01 - 122 -18, signed by Steven M. Urich, P,E. Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 07- 01410256 and ATI - 53330.01 - 122 -18. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load resistance calculations per ASTM E1300 prepared, signed and sealed by Wendell W. Haney, P.E. • • • D Other • • • • 1. Certificate of Participation issued by National Accreditation and Manageint Institute; • • • • • certifying that Silverline Windows & Doors is manufacturing products *ithMdd quality • • • assurance program that complies with ISO/IEC 17020 and Guide 53. •' • .. . ••••• • • • •••• •••• ••••• • • PF1314 endell W ,1 E. •• • • • FL No. 54 • • • •••• • • • • June 19, 2008•• • • •••. • • • •• • • • • • • •• • • • Sheet 3 of 3 Florida Building Code Online DCA "I itk orm nuww' Affairs ( (,rrimurtitti," E�ic)uniJ•1 ! iottrInt! and ifZ1ergclIcy 1 1 `�Cc!'Ltctti' CIS Home Y lUser Reaistration i T cs Submitrae & publications f ice' �' Sew • s Lisa Ftroduct Approval SER: Public User Product Approval Menu > Product or Application Search > /ADDlication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email • • • • • • • • •• ••• •• • •••• Authorized Signature •• • ••• • • •• ••• • • • • • • • •••• • • • • Technical Representative • ••• • • • • • • • • • • •• • • Addrell/PlioneiEO-i iI .: • : • • • • • • • • • • • • • • 3 • .. .. • • • .. •• file: / / /CI /Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline�(tm (1•of 6) [2/12/2009 7:38:00 PM] Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbldgconsultants.com Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan 3. King, P.E. D Validation Checklist - Hardcopy Received Certificate of Independence FL11620 RO COI CERT OF INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Stair Year 101/I.S.2 1997 • • ••• • • • • • •• AAMA /WDMA /CSA101 /I.S.2 /A440 2005 ASTM E1300 2002 "' •" ASTM E1300 2004 „ ,,, • ASTM E1886/E1996 2002 • • • • • • • • • • TAS 201, 202, 203 1994 OOOOO •• .... • • • • • . • • • • •• • • • • . EquivJppcp of ?rpd; ct.Standards Certified B • • • • • • • • • • • • • • • • • • •• • • • • • •• . •• • ••• • • • ••• • • file: / / /CuUsers /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (2 of 6) [2/12/2009 7:38:00 PM] Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 11/05/2008 01/05/2009 11/16/2008 01/08/2009 Description a. Series 8700 - Model 8700 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 11620.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 11620. • • • • • •.... • • -•- • •• ••• •• • • • •• ••• • • • • • • •• • • • • • • b. Series 8800 Model ed3;13804 • •• • • • • • • • • • • • • • • • ••" • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • file: / / /Cl/ Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (3 of 6) [2/12/2009 7:38:00 PM] Extruded Vinyl Horizontal Slider Window - 2 Panel (XX Configuration) Installation Instructions FL11620 RO II INST 11620.1. Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11620 RO AE EVAL 11620.1.Ddf Created by Independent Third Party: Yes Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX Configuration) Equal and Unequal Panels 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 11620.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL11620 RO II INST 11620.2.1)df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11620 RO AE EVAL 11620.2.odf Created by Independent Third Party: Yes 11620.3 c. Series 8700 - Model 8700 HD Extruded Vinyl "HD Reinforced" Horizontal Slider Window - 2 Panel (OX or XO Configuration) 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 11620.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL11620 RO II INST 11620.3.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11620 RO AE EVAL 11620.3.odf Created by Independent Third Party: Yes 11620.4 d. Series 8700 - Model 8700 HD Extruded Vinyl "HD Reinforced" Horizontal Slider Window - 2 Panel (OX or XO Configuration) 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 11620.4 for Design Pressure Ratings,Any addLtinal usg•limitations, installation ins' tructiohs •add:ptolutttarticulars. (Note - ASTM E1g4:1-M uuiJigecito; area •inside_ the HVHZ) Installation Instructions FL11620 RO II INST 11620.4.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11620 RO AE EVAL 11620.4.adf Created by Independent Third Party: Yes 116205 ... . :. : : . • : : • e. "WeatherStopperTM"' Series 37.00 : - Model 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel (OX or XO Configuration) . . . • . • . • • •••• • •••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • file: / / /Cl/ Users / Road %20Runner / Desktop / Florida% i0Beiilding + /o20Gode9400niine.htm (4 of 6)[2/12/2009 7:38:00 PM] •• Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 11620.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product pa 11620.6 Installation Instructions FL11620 RO II INST 11620.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11620 RO AE EVAL 11620.5.odf Created by Independent Third Party: Yes f. "WeatherStopperTM" Series u .. el 8700 Extruded Vinyl "Impact" Horizontal Slider Window - Panel (OX or XO Configuration) mits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 11620.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions V Crea Evalua By: Lyndon F. Schmidt, P.E. 43409 by Independent Third Party: Yes ion Reports Create by Independent Third Party: Yes DCA Administratiort Department of Community Affairs Florida Bui ldinq Code Online : : •.:: Codes rind Standards 2555'Shiu�ard Oak Boulevard .. ... .. . .... Tallahassee, Florida 32399 - (80)AV-111W fax (8450 2100 . . . . • ••.. • • • • • • •. 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: •••. ••••• • • • • • • • • • • • • • • • • • • • • • • • file: / / /CI /Users /Road %20Runner / Desktop /FloridaP A0ByildinNo2eGoge% 0044.htn: (5 of 6) [2/12/2009 7:38:00 PM] Florida Building Code Online .. .•. • • • • • •• • • • • . • • • . • • • • • • •• ••• •• • • • •• •• • ••• • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• file: / / /CI /Users /Road %20Runner / Desktop / Florid!1 120Btilding%20Cbde %20Onflne.htfi (6 of 6) [2/12/2009 7:38:00 PM] PF 1434\D.. RWBC Drawings \FL- 11620 \FL-11620,d s>, 5 SilverLine WINDOWS*DOORS an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 "VVEATHERSTOPPER SERIES 8700 - MODEL 8700 EXTRUDED VINYL IMPACT HORIZONTAL SLIDER WINDOW "IMPACT" GENERAL NOTES 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 "HVHT this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHr requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. 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 this drawing require further engineering analysis by a licensed engineer or registered architect. •• ••• • • • • • • TABLE OCCONFENO : • • °°°°°° 73" MAX. OVERALL FRAME WIDTH 1 x Lu c'iCe IX 1.12 0 < t i SHEET # DESCRIPTION • • OOOOO ••• • NE.........Lo.....vrivE 1 TypiCal elevation, deign pressures/44"mpg' Aes 6 . : • • • : : • • • 35.75" X 59.2r 2 Horizontal cross sections +50.0 -50.0 --, 3 Vertical cross sections 4 Vertical and horizontal cross sections for lx buck & pre-cost sills 5 Buck and frame anchoring • • • • • • • • • . • . •. • . . • • • • 6 if of materials, glazing detal ore components • • • • • < • • • • 0 • • • MAX. FRAME 73" MAX. OVERALL FRAME WIDTH 1 x Lu c'iCe IX 1.12 0 < t i Ns- / / 1 / // /// / / / , / 4, i 11 , \ MAX. FRAME MAX. FIXED SASH MAX. OP MAX . - Gu st PRESSURE (PSI) DESIGMPRESSU jusaut NE.........Lo.....vrivE 73.0" X 63.0" 35.75" X 59.25" 35.75" X 59.2r 32.56' X 56.2r 01 +50.0 -50.0 --, • • • • • • .awn■■•WAMMes***02....— • • • 3 z DAM 11 /06/08 MAE N.T.S. DWG ish WS CH K. er LFS OFMNIWMV52 FL-1162 . SHEEP J ov 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Li z 2 0 0 2 0 I Ack 0 • • • • •• • • 0 • • • • • ••• • • • • • • • • • ••• •• • • • •• • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • INTER70R OttoRtromrAL CRO$S SECTION HORtZONTAt CCROSS SECitbid 2 9 cl x: :91/06/08 z sme N. %S ow Art LOWS etas. mt LFS 01001100 N0a FL- 11820.6 ••• • • • • ••• • • • •• • • • • • • •• • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 ta, 8 5 01 m 0 ro 0 (WM 1' MIN. FROM 1' MiN. FROM MASONRY EDGE — MASONRY EDGE M I" MIN. FROM r MN. FROM MASONRY EDGE MASONRY EDGE fir.) ITYP.1 ° IMMIX ()VERTICAL CROSS SWOON EXTERIOR. VEKTICAL CROSS SECTION lbrougn fixed window lock IMERIOR EXTERIOR es • , A • • • 40 • a. • 1" MAMA • • • PAK MOM • • MASONRYEDGE MASONRY EDGE ?P.) • • , • • • • • • • • •To • • • • • • • mfit FROM MASONRY EDcE frFP./ 1' M114. FROM MASONRY EDGE Pr.) ()VERTICAL CROSS SECRON EXTERIOR a OAT 1 /06/08 sciz. KT.S. t* a* MS wei LES DRAWING ROA FL-11820.6 . • • • • • • • • • • • • • • • • • • • • • • • • • • • • O. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • z VERTICAL CROSS SECTION Shawnwllxsukrbuck satetiluting concrete ssaa{rews orwood$c ews per 1714.S.42 vtew representative at head &jambe •• ••• • • • • • •• • • • • •• • • • • • • • • • • • • •• ••• •• • • • •• •• • .•• • • ••• • • • • • • • • •. •• • • • • • • • • • • • • • • • • • • • •• • • • • • • / �2 ) VERTICAL CROSS, 4 Meet ToMasonry z DA9FS 11/06/08 scam N.7 S Data �r D o IFS MOW NO3 a. FL- 11620.6 00 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • MAS OPE 2 11 11 11 11 11 11 11 11 11 11 1 I 11 1 1 BUCK ANCHORING -- 21,76' 2:1( BUCK Owl 1 WO BUCK INSTALLATION Yin XBUOK INSTALLAPON (SEE NOTE 11 11 11 11 11 11 11 11 u WM BUCK INSTALLATION DIRECT TO MASONRY INTIX EWA INSTALLATION (SEE NOTE It • • • NOTE 1 PIANO-10R IN EACH MACK @ EACH LOCATION OFFSET ANCHORS 1N IX BUCK iNS7AdAtiON NECESSARY TO MAINTAIN MIN. CLEARANCE T ADJACENT CONCRET E ANCHOR .., TVPE ....,4..40f.; „.....,...* • ,..:.: :c:...„......-;•.;.,,,,.::.,.„....,......,,,,..,..,,,,,,,,,,e,,,,,,,,,,,,,,,,,,, ve IV .: .°: : -1:2: . .34 ELCO 1/4 • iii,474. • • • • • • • • .1. • • •• 4' CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws fronntedtftesent sop*. Z Concrete screw location s atthe owners tvity blooftusteci tci 000 1 INSTALLED THROUGH 1HE UM SILL PLATE (Ptil aittetent Itittfts distance and center distance requirements. at the 411411011.41dge distance to mortar joints. if concrete screw locations noted as "MAX ON CENTER' Mast aeljuttechtounaintein e Itninirnor eaRLe distance to mortar joints, additional Concrete screws may be required to ensure Me mairibrrfoec entecriergletT nottlitreed4d7 FRAME ANCHORING 2X MASONRY a 11/06/08 Salta NJ...a ONO. ilYz Otte toc. sr, .IFS BROOM iizu FL-11620.6 SHEEr or —0— • • • • • • • • '0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 0 BILL OF MATERIALS NEM .DESCRIPTION MATEXAL A IX BUCK SG >. 0.55 WOOD B 2X BUCK SG >r. 0.55 WOOD C 1/4' MAX. SHIM SPACE STEEL 13 1/4" X 2-3/4' ELCO PH-1 CONCRETE SCREW STEEL MASONRY - 3,192 PSI MN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 STEEL F 10 X 2" PPH SMS STEEL G #8 X e Pm sms H #8 X 1-3/4' PPH SMS STEEL .1 #8 X .75' PFH SELF DRILLING STEEL K 1/4* X 1-3/4'18.00 I111 CONCRETE SCREW STEEL M 1/4"X 3.1/4" ELCO FH CONCRETCSCREW STEEL N .#8 X .7 PPEIS STEEL P #13 X2-1 PPI-ISMS STEEL 1 50-8795 STRAP ANCHOR 2 PVC GLAZING BEAD* . PVC 3 PVC MAIN FRAME ' PVC 4 GLAZING SPACER STEEL INTERCEPT . STEEL 5 SASH REINFORCEMENT ALUMINUM 6 SASH REINFORCEMENT (HEAVY DUTY) ALUMINUM 7 OPERABLE SASH STILE WITH HANDLE* ALUMINUM 8 OPERABLE SASH MEETING STILE* ALUMINUM 9 FIXED SASH STILE WITH HANDLE * ALUMINUM 10 FIXED SASH MEETING STILE * ALUMINUM 11 SILL mac PVC 12 SASH KEEPER LOCK STEEL 13 TRACK REINFORCEMENT MALE PVC 14 TRACK REINFORCEMENT FEMALE STEEL 16 FIXED WINDOW LOCK PLASTIC 17 WEATHER STRIP - 18 WEEP HOLE - if OPERABLE SASH STILE PVC 20 FIXED SASH STILE PVC * THE APPROM WHITE RIGID PVC EXTERIOR EDRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS UCENSEES IN*AANIA CEKTIPICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 7/8" THICK CRASS 1 /VANNEALED trevci : : • •• BY WONG • • Le * • • Tit : • • • : • Allt.PAC? • • • • • • • • 132' ANWIP • • • • • • • • • • • • • 4P • • • • • • • • • 1 • • • • ** *• • • • • • • • • • • • • • • • • • • • HORIZONTAL SUPER FRAME 1 21 ,' 0 M..: I @ I * LOCK hrt 7 0 It 13ktite;.1.1.1.L.,1,.. 00 LLO IIL *ad CI= 0.37 IJ1- 141 f & ferrate 0.11° :4!..,1;:. O HEA DUTY • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SCAZ Z 13 1/06/08 It1.1- g cata. LWS s Esit LFS FL-11620.6 flu taxer ; R W Building Consultants, Inc. 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- 11620.6 Date: December 22, 2008 Product Category: Window Product sub - category: Horizontal Slider Product Name: "WeatherStopper" Series 8700 — Model 8700 Extruded Vinyl Horizontal Slider Window "Impact" Manufacturer: SilverLine Windows & Doors l 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 Windows & Doors 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 irintitydnvolvesl" "' • • • • in the approval process of the product named herein. • • • •••• • • • • • • This product has been evaluated for use in locations adhering to the Florida Build itg•Etje (20Q'f • • • • • • Edition) •••• •••• • • •• • • • • • • • See Drawing No. FL- 11620.6 prepared by R W Building Consultants, Inc. and siined'and sealed • • • • by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. • • • • • • • • • •••• • • •• •• • • • •• • • • • • • •••• Lyndon F. Schmidt, P.E. FL No. 43409 December 22, 2008 PF1434 Sheet 1 of 3 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 complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. When used in areas requiring wind borne debris protection, this product complies with Section 1609.1.2 of the 2007 FBC and does not need to be protected with an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 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- 11620.6 require further engineering analysis by a licensed engineer or registered architect. 7. See drawing FL- 11620.6 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 December 22, 2008 • • • • • • • .• • •••. • • • •••• • • .. .... • • • •s • • . •••• •••• • • •••••• •• • ••••• • • • • • •• •• • •• • • • • • • •••• s•s•e• • • • • •••• • • • • • •• • • • • PF1434 Sheet 2 of 3 • •• • • • • • Supporting Documents A Drawing 1. Drawing No. FL- 11620.6 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 1. Testing per TAS -201, TAS -202 and TAS 203 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 01410063, signed by Lyndon F. Schmidt, P.E. 2. Materials (PVB Interlayer by DuPont) approval number NOA 05- 1208.02 issued by Miami -Dade BCCO. 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 TEL 01410063. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. ASTM E -1300 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 Windows & Doors is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. • • PF1434 Lyndon F. Schmidtp.P..k. FL No. 43409 •.... • December 22, 2D0&.. • ••• • • • • •••• • • 1 • • •••• • • •.. • • • • • • • • • •• • •• • • •• • • • • • • • • • • • •••• • • • •••• • • • • •• • • •• • • • • • ••• • Sheet 3 of 3 • • • • • •0 • 0. • •• • • • • • • • • • • • • • • 4.• • • • • • 0000 • • • • • • • • • • • • • • • • • 0 • • •• • • • • • • • • • • 0000 • • •• • • • • •••• • • 0 • • 0 • • • • • • • • • • • • • Miami Shores Village APPROVED I BY :QHN.DEPTI P! DC, DEPT ISUBJECT TO COMPLIANCE WITH ALL FEDERAL — vi 1